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Expansion JointsGuide
www.boagroup.com
Additional sites in:Buenos Aires, ArgentinaWien, AustriaEmbu – São Paolo, BrazilShanghai, ChinaPlzen, CzechiaChassieu, FranceFère-en-Tardenois, FrancePort Elizabeth, South Africa
BOA Holding GmbHLorenzstrasse 2–6D-76297 StutenseeGermanyPhone +49 (0)72 44 99 0Fax +49 (0)72 44 99 [email protected]
www.boagroup.com
Expansion Joints, Metal HosesMetal Bellows, Plastics Components
Station-Ost 1CH-6023 Rothenburg, Switzerland
Phone +41 (0)41 289 41 11Fax +41 (0)41 289 42 02
www.boa.ch
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BOA AGExpansion JointsMetal Hoses, Metal BellowsStation-Ost 1CH-6023 Rothenburg, SwitzerlandPhone +41 (0)41 289 41 11Fax +41 (0)41 289 42 [email protected]
BOA EXPANSION JOINTS GUIDE Edition 29.3-UK
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Contents
2
BOA EXPANSION JOINTS GUIDE
page1 General information 4
2 Expansion joints in general 62.1 Main elements and their function 72.2 The multi-ply bellows 82.3 Calculating the multi-ply bellows 112.4 Types of connections 122.5 The inner sleeve 142.6 Untied expansion joints 142.7 Tied expansion joints 152.8 Types of expansion joints: product range 162.9 Production opportunities 17
3 Quality assurance 183.1 Quality management 183.2 Tests and laboratory 20
4 Applications 224.1 Diesel and gas engines 224.2 Aerospace 244.3 Power distribution 244.4 Domestic installations 254.5 Water and effluent treatment 264.6 Plant construction, general piping construction 264.7 Pumps and compressors 27
5 Definition of compensation types 285.1 Determination of movement range 285.2 Types of compensation 315.3 Anchor points, pipe alignment guides, suspended holding devices 355.4 Practical procedure 385.5 Calculating movement and anchor point forces 42
Axial expansion joints 425.6 Angular expansion joints 465.7 Lateral expansion joints 805.8 Universal expansion joints 92
6 Standard programme 966.1 General 966.2 Reduction 986.3 BOA Axial expansion joints 1006.4 BOA Angular expansion joints 1036.5 BOA Lateral expansion joints 105
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page6.6 BOA Gimbal expansion joints 1106.7 BOA Universal expansion joints 1116.8 BOA Low pressure expansion joints 1146.9 BOA Small expansion joints 1186.10 Axial expansion joints for Mannesmann Pressfitting System 1216.11 Axial steel expansion joints 1226.12 Tables standard programme 125
7 Vibration absorbers 2747.1 General 2747.2 Technical data 2757.3 Sound absorbing expansion joints 2767.4 Tables standard programme 277
8 Rubber expansion joints 2868.1 General 2868.2 Technical data 2878.3 Materials 2878.4 Pressure and temperature 2898.5 Reductions 2908.6 Type designation 2918.7 Tables standard programme 297
9 Dismantling pieces 3229.1 General 3229.2 Technical data 3249.3 Tables standard programme 325
10 Rectangular, unreinforced expansion joints 338
11 Installation instructions 34611.1 General safety recommendations 34611.2 Axial expansion joints / dismantling pieces 34911.3 Angular and lateral expansion joints 36311.4 Rubber expansion joints 373
12 Annex / Standards 38312.1 Symbols used in pipe construction 38312.2 Table on guide analyses and characteristic strength values 38412.3 International standards / comparison table 38812.4 Conversion tables 39012.5 Corrosion table 39412.6 Subsidiaries / Holding Companies / Agencies 426
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1 General information
Presenting BOA Group and BOA AG
BOA Group, Stutensee, GermanyBOA Group is one of the world’s leading manufacturers for flexible mechanical elements for the automotive industry and for a wide range ofindustrial applications. The headquarter is based in Stutensee nearKarlsruhe/Germany.Until August 2006 BOA operated under IWKA Balg- und KompensatorenTechnologie GmbH. About 20 subsidiaries and holding companies in elevencountries are now belonging to the new BOA Group. Additionally, the organization keeps sales and service offices in the most important industrialcountries.BOA Group develops, produces and distributes worldwide stainless steelcomponents for motor management, exhaust systems and side componentsfor vehicles. In the industrial division, BOA delivers pressure-tight and flexi-ble elements for applications in energy technics and technical construction:railway, shipyards, aerospace industry, vacuum technique, measurement andcontrol as well as armatures.BOA solutions include both standardized products and customized, indivi-dual elements developed together with the customer.
Product range of BOA Group:Expansion JointsFor pipe systems in chemical and refinery plants, power plantengineering, district heating and diesel engine manufacturing.
Metal BellowsAs elastic connections and seals in valves and fittings, plant and chemical engineering, electricalengineering, vacuum technique,solar and heating installations, auto-motive engineering, measurementand control equipment.
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BOA AG, Rothenburg, SwitzerlandBOA AG, based in Rothenburg near Lucerne, was founded in 1906. Over 200 employees are responsible for development, production, marketing andsales of high-quality expansion joints, metal bellows, metal hoses and plas-tics components. BOA AG is supported by its subsidiaries and holding com-panies in France, the Netherlands, Poland, Germany, USA and by agenciesin all major industrial countries.The partly varying technologies within the BOA Group form a meaningfulsymbiosis for covering the needs of our customers.BOA AG is an internationally recognized company which is among the market leaders in its activity fields. The high standard in process manage-ment and environmental engineering is maintained and guaranteed by EN 9100:2003, ISO 9001:2000, ISO 14001:2004 and DIN EN 15085-2 certification.
Metal Hosesmade of stainless steel, used wher -ever flexibility and highest reliabilityare required, e.g. gas distribution in private households, solar andheating engineering, but also in theautomotive industry, aerospace andother industrial applications.
Plastics ComponentsHose lines, high pressure hoses,expansion joints and steel piping,whose parts in direct contact withthe flow are covered by plastics,offer big advantages, plastics beingmostly resistant against corrosion.Depending on the application, thesecovers are made of PTFE (Teflon),PFA or EPDM (rubber).
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Type ofmovement
Type Designaxial one
directionseveral
directionsone
directionseveral
directions
MovementsAbsorption of the
reaction force
axial
axial no
yes
yes
yes
yes
yes
no
yes
axial,pressure-balanced
simplejoint
gimbaljoint
with twotie rods
withseveral tie
rods
universal
universal,pressure-balanced
angular
lateral
universal
angular lateral / radial
2 Expansion joints in general
The main function of expansion joints in their various constructions is to com-pensate for length variations and lateral shifts in pipe systems, machines andappliances, caused by temperature differences, misalignment during installationor construction setting. Therefore they are used for the construction of pipesystems for hot or cold water, steam, petrol, fuel, hot gases and various chemi-cal products. The construction of engines is another application field, whereexpansion joints absorb vibrations in diesel engines, turbines or compressors bypreventing the vibration to be transmitted into the exhaust or compressed airsystems. As dismantling pieces they assure easy mounting.
General table expansion joints according to ISO 15348
6
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The table shows the different types of expansion joints according to their mainfunction and construction and the movement ranges. Specially to be remark -ed: all types without tie rods, while under pressure and shock, put a reactionforce (= product of pressure x cross-section of expansion joint) on the pipesystem. Therefore the pipe system has to be specially anchored.
2.1 Main elements and their functionExpansion joints are generally composed of three elements to fulfill their job:
- bellows- connecting part (weld end, flange)- inner sleeve- tie rod (only at hinged or pressure balanced types)
All these parts can be composed in different ways to become the final product"expansion joint".Our standard programme (section 6) shows a wide range of already optimallycomposed expansion joints.
o com-es andstallationpipes chemi-
whereessors bysed air
inner sleeve
weld end
angular tie rod
bellows
flange
tie rod
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2.2 The multi-ply bellows
8
The basic element and therefore the heart of any expansion joint is the bellow.Large flexibility in axial, lateral and angular direction as well as high pressureresistance is expected from this unit. Furthermore it has to resist high tempe-ratures, vibrations and caustic media. BOA, as the inventor of the multi-ply bellows, continued developing this newtechnique. Only bellows of austenitic steel or other high-grade material aremanufactured.
The thin strip material is shaped by alongitudinal welding seam to a tightinner and outside tube (see picture atleft).Between, depending on pressure andtemperature, strip material is spirallywound up and put together to a com-pact cylindrical pack. The singlecylinders may consist of differentmaterials to realize cheaper solutions,when less corrosion resistance isdemanded.
axial movement angular movement lateral movement
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This construction principle offers the following advantages in terms of safety:
• early leaking detection• possibility of permanent leaking control while using dangerous media• despite faint leaking, pressure resistance and functionality of the
expansion joint are guaranteed over a certain time (weeks, months)• no need of immediate replacement• spontaneous bursting is impossible.
By pressing out annular corrugationsthrough cold forming, the multi-plybellow is formed with its particularlyuseful technical performance.
• high flexibility• short construction length• small displacement forces• large movement capacities• small corrugation height• vibration absorption
The multi-ply bellow has a positiveeffect on the expansion joint’s safety. If ever the layer in contact with themedium develops a leak, e.g. byoverstress or fatigue, the medium willtry to find its way slowly through thelabyrinth of layers. Once arrived out-side, it will automatically mark theleak at the drilled control hole.
vement
Drilled hole for control purposes
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Vibration absorbers take another advantage of the multi-ply bellows. Thanks to the compact layer structure, friction effects grow out inside the bellows pack, and when the bellows is moving, the force-movement-diagramdevelops hysteresis.
• Therefore the principle of the multi-layer bellows is an excellent solid-borne sound absorber. Similar results are realized such as with rubberelements, plus the advantage of higher temperature and ageing resis -tance.
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2.3 Calculating the multi-ply bellows
The positive effect of the very flexiblemulti-ply bellows compared with thesingle-ply expansion joints is easy toshow with a simple bending bar. It isevident, that at the same bendingrate and the same dimensions, withhalf of the bar’s thickness a, thebend ing tension F2 is also halved,and the displacement force of thetwo-layer bending bar is only onequarter of the original value.
Usually, the bellows are exposed toextreme static or dynamic forcesgenerated by internal pressure, tem-perature, vibrations etc. Different to afix pipe system, the calculation of theeffects of the varying forces to amulti-ply bellow becomes very com-plex.
To meet the high safety expectancies,engineering must be supported by areliable and tested calculationmethod. BOA makes use of theresults and knowledge of the group ofAmerican expansion joints manufac-turers (EJMA), published since 1958.This calculation method is highlyapproved for multi-ply expansionjoints and is recognized by all interna-tional certification authorities.STANDARDS OF
THE EXPANSION JOINTMANUFACTURERSASSOCIATION, INC.
theiagram
solid-rubberresis -
single-ply
multi-ply
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2.4 Types of connections
Depending on the application, exchangeability, safety or pressure rating, weusually distinguish three types to connect the expansion joint with the pipesystem or the unit.
The advantages of this connectiontype are:1. The outside dimensions of the
connection are compact to the continuing piping
2. The tight weld seams (proved to be indestructible by tests) for the application under elevated pres-sure conditions or dangerous media.
Welding the multi-ply bellows madeof austenitic steel and the ferritic weldend (or flange) is a process whichrequires particular measures, trainingand experience. It is one of the deci-sive points for the quality of anexpansion joint. BOA controls andguarantees the catch of the bellows‘layers into the welding, a robust and
Expansion joint forwelding in
Expansion joint withwelded flange connec-tion
Expansion joint withloose flange connection
Expansion joint for welding in
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The advantages of this connectiontype lie in its quick replacement andthe short construction length. The welding seam procedure betweenthe multi-ply bellows and the flangefollows strictly the same conditions asfor the weld ends.
Expansion joints with loose flange connection
As for the welded flanges, theadvantages of this connection typelie in the easy replacement, quickinstallation and the short construc-tion length.
Furthermore, the bellows, on bothsides bordered around the flange,keeps the flange movable. If theholes are not in alignment and theinside medium is aggressive, thebordered bellows protects the flan-ges, so that there is no need tochoose special materials for them.
continuous weld structure and a minimal heating zone. By using our testedand optimized welding procedure, we exclude weld flaws, hot cracks, in -clusions, pores and blowholes.
Expansion joint with welded flange connection
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2.5 The inner sleeve (protecting tube)
Inner sleeves protect the bellow andprevent it from being activated byvibrations caused by the medium’shigh speed. The installation of aninner sleeve is recommended,
• if abrasive media are used• if large temperature divergences are
expected
2.6 Untied expansion joints
Expansion joints without tie rods(axial or universal), while under pres-sure and shock, put a reaction forceFP (= product of overpressure p xcross section area A) on the pipesystem and the anchor points respec-tively. (For detail information see5.5.1)
The bellow’s cross-section A may be found in the dimension tables of theexpansion joints types. If high pressures and large nominal widths occur, thereaction force becomes enormous, e.g. at a pressure of 40 bar and 400 mmnominal width, the reaction force is approx. 570 kN. Therefore the anchorpoints have to be massive.
• to prevent the deposition of solid parts in the corrugations• if the flow rate is higher than ca. 8 m/sec for gaseous media• if the flow rate is higher than ca. 3 m/sec for liquid media
For further instruction see 11.1 "General safety recommendations".
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2.7 Tied expansion joints
The reaction force, explained before,is taken up by a tie bar system, i.e.articulation parts or tie rods.Depending on the pipe alignmentguide and the occuring movements,the appropriate tied expansion jointtype is chosen (see 5.2). Despite ofthe tied version the total length of theexpansion joint remains short and istherefore also advantageous forsystem solutions.
If high pressures or pressure impactsoccur, and to avoid massive andexpensive anchor point construc-tions, tied expansion joints are chosen by the expert engineer.
Along with taking up the reactionforce and its correct transmitting tothe connecting parts, the tie rodssupport the articulation parts, thusensuring the movement function.Besides, there are very often additio-nal loads and moments to transmit. Itis evident, that the dimensioning ofthe tied elements has to be madewith the help of a reliable and testedcalculation method. BOA is using theadvantages of FEM, calculating withthe non linear ultimate load method.The results from this dimensioningmethod mainly meet the values re -ceived during many practical testsand bursting pressure tests.
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2.8 Types of expansion joints: product range
Untied execution Tied executionwith pressure reaction force without pressure reaction force
Low pressure expansion jointsBOA Type EXW Reasonably priced
EXF execution for largeEXUW movements and EXUF low pressures in
exhaust, flue gas,effluent pipes,
p. 116 dilatations, etc.
Angular expansion jointsBOA Type AWT Large angular
AFS movement in one AFB plane at short
building lengths fordemanding process and district heating
p. 103 piping
Universal expansion jointsBOA Type UW Large movement
UFS absorption in everyUFB direction for pipe and
plant construction,installation compensa-
p. 111 tion, subsidences
Lateral expansion jointsBOA Type LW All-around circularly
LFS movable, for plantLFB construction,LWT turbines,
subsidencesp. 105
Axial expansion jointsBOA Type W Large absorption of
FS axial movements atFB short building lengths
for pipe and plant construction.
p. 100
Pressure balanced expansion jointsBOA Type CW Special expansion
CFS joints with appropriateCLW construction for pressure CLF relief, for linear or
deviated pipe quide
Small expansion jointsBOA Type Za Absorption of axial
Ga movements, for HVACI piping7179 00X-MS/ME7160 00S-TI/RI/TA/RA/LF
p. 118 7162 00S-TI/RI/TA/RA/LF
Gimbal expansion jointsBOA Type KAWT Large angular movement
KAFS in several planes at shortKAFB building lengths for
demanding processpiping
p. 110
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2.9 Production opportunities
We are manufacturing expansion joints elements in diameters from 10 mm upto 2100 mm. They resist nominal pressure up to 100 bar and may be used attemperatures from –270°C until 900°C (depending on the choice of material).BOA expansion joints fully meet the high demands concerning flexibility, operating stability, long life span, tightness, temperature resistance, mechani-cal strength and pressure resistance.
Our conceptions to resolve problems with the help of our products result frominnovative research and development work. Varied experiences made over theyears help taking profit from the newest technical engineering standards.
Precise manufacturing and an extensive test programme to guarantee perma-nent quality assurance ensure technically performing products of high quality.
Untied execution Tied executionwith pressure reaction force without pressure reaction force
Rubber expansion jointsBOA Type 3140 00S-.... as a reasonably
priced variant for the absorption p. 286 of dilatations and vibrations.
Rubber expansion jointsBOA Type 3840 DFS-.... as a reasonably
priced variant for the absorption p. 286 of dilatations and vibrations.
e
Vibration absorbersBOA Type Alpha-C Protecting pipe
systems andinstallations from
p. 274 vibrations/oscillations
Vibration absorbersBOA Type Epsilon-C Protecting pipe
systems and install -ations from vibra -
p. 274 tions/oscillations.
Dismantling pieces without tie rods BOA Type AKFB-U They create a
AKFS-U sufficient gap for easydismantling andreplacement of
p. 322 fittings
Dismantling pieces with tie rodsBOA Type AKFB-Z They create a
AKFS-Z sufficient gap forAK-Z easy dismantling
and replacementp. 322 of fittings
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3 Quality assurance
BOA expansion joints are designed, calculated, manufactured and controlledrespecting the technical state of the art. Regular controls and tests executedby accredited authorities for enterprise certification confirm the efficient andprofessional continuity of BOA process management.
Product type approval
To cover the particular market orientations, we are in possession of thenecessary product type approvals, established by accredited certificationauthorities. These are:
3.1 Quality management
Firm approval
EN 9100:2003 Quality Management for Aerospace applications ISO 9001:2000 Quality ManagementISO 14001:2004 Environment ManagementAD2000-W0 TRD 100 Materials: Restamping authorizationAD2000-HP0 EN ISO 3834-2 Welding masteryDIN EN 15085 Railway applications – Welding of railway
vehicles and components – part 2
PED Conformity Pressure Equipment Directive PED 97/23/EC (and SR 819.121)Authorized for CE marking
Euro-Qualiflex
Bureau Veritas
China CorporationRegister of Shipping
Det Norske Veritas
GermanischerLIoyd
Korean Registerof Shipping
Lloyd’sRegister
Rina
American Bureau of Shipping
China Classifi -cation Society
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Non-destructive test methods• water pressure test• leak-tightness test with air or nitro-
gen under water• leak-tightness test with air and
foaming agents at the welds • pressure difference test with air• X-ray test• magnetic particle crack test • dye penetration test• helium leakage test
(<1x10-9 mbar l/s)
Destructive test methods• mechanical strength test• cupping test• metallographic investigations• spectroscopic test• stroke test (endurance test) under
pressure and temperature• vibration test• bursting pressure test
Tests and inspectionsThe expansion joints test programmes follow customer‘s demands andrequests as well as manufacturing and engineering standards, but are not amatter of subsequent tests. Tests only confirm the required quality level.
d’sister
a Classifi -n Society
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3.2 Tests and laboratory
BOA expansion joints can undergo various quality tests and inspections. Thescope of the test programmes depends on requirements and wishes of thecustomer or the inspection organization.
Our quality assurance programme and cooperation with the inspection orga-nizations allow us to supply products to meet the most stringent demands,such as for nuclear applications.
Product quality is a matter of production standards and not of the subsequenttests. Therefore our production methods are generally based on a high qualitylevel. Consequently, for reasons of costs, additional tests are only carried out ifthe application concerned absolutely demands this.
If design evidence is required for the expansion joint in individual cases, weneed to check the admissible operating data here at the factory on the basis ofexact specification of the requirements.
Destructive methods• mechanical strength test• cupping test• metallographic investigations• spectroscopic test• stroke test (endurance test) under
pressure and temperature• bursting pressure test
Our test methods
Non-destructive methods• water pressure test• leak-tightness test with air or
nitrogen under water• leak-tightness test with air and
foaming agents at the weldsX-ray test
• ultrasound test and wall thicknessmeasurement
• magnetic particle crack test • dye penetration test
• helium leakage test (10-9 mbar l/s)• hardness test – including on the
components
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Compared with other leak testmethods, the helium test permitsdetection of the smallest measurableleakage rate so far. Depending on thesize of the test unit, it is possible todetect even a leak up to 10-9 mbar l/s. With the help of a special device,the expansion joint is sealed on bothsides and then pumped out to a vacu-um of 10-2 mbar. The welding seamsare blown with helium on the outside.The mass spectrometer will instantlyregister any leak and the leak rate maybe read from the measuring instru-ment. The leak will also be indicatedby an acoustic signal.
Movement test to determine thestress cycles endured.
Macro cross section of an inner welding seam
Helium leak test
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4 Applications
In almost every technical-oriented industrial area expansion joints are used toensure the operating stability of the installations.
Using flexible, metallic expansion joints in modern installation and plant con-struction is not only technically necessary, but also important to meet theindustry’s demands for:
• improved profitability • system compatibility• reduced plant size • smooth operating• easy mounting • safety in case of incidents
BOA expansion joints meet all these requirements. Below some of the appli-cation fields are listed, where BOA expansion joints mainly are used.Nevertheless, our experienced team will be happy to develop, together withyour engineers, new applications in all areas where flexible pipe elements orconnections are needed. Please submit your problem – and we will presentour solution as we have being for more than hundred years.
4.1 Diesel and gas engines Since many decades BOA is delivering expansion joints for exhaust lines be -tween outlet valve and turbocharger to wellknown manufacturers of dieselengines. By continuous developing our products in this field, we are now ableto design and supply complete exhaust systems. BOA exhaust systems areworldwide in use and present the following advantages to our customers:
• one contact person• compact construction• considerable economies thanks to quick mounting and 50% weight
reduction• optimal and interactive design thanks to modern engineering tools with
Pro-E CAD and ANSIS calculation programme• 100% system tightness because of less intersections• efficient benchmarking at BOA
Exhaust line modular assemblysystem 12/18/20
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Additional to the complete exhaust systems, we also construct specialexpansion joints for diesel and gas engine manufacturers, designed accord -ing to customer’s requirements.
Expansion joint with V-clamp flanges
Expansion joint with special flanges
Expansion joint with bent tubessembly
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Vibration decoupling unit for helicopters
4.3 Power distributionThrough many years of collaboration with the leading manufacturers of high vol-tage SF6 installations, BOA has developed different types and procedures for thisspecial market. Customers take profit from this longlasting experience as follows:
• worldwide certification according to GIS/GIL norms• cost reduction thanks to the connection of the austenitic bellows with
aluminium flanges• no cleaning afterwards because of SF6 cleanness directives
Axial expansion joint withaluminium flanges
Pressure relieved axial expansion jointfor high voltage SF6 installations
4.2 AerospaceAll experiences made over decades and in different areas needing flexibleelements, BOA could implement them successfully into the aerospace. Themulti-ply expansion joint in this highly demanding application field presentsthe following advantages:
• low weight thanks to short building length, small displacement rates and special welding connections,
• BOA’s high-grade welding competence allows to use the most different materials, particularly required in this exigent sector,
• effective vibration absorption.
Thanks to the high quality standards, our own test laboratory and the mostmodern calculations moduls, BOA is today able to approach successfully the solution of your problem. Since 2009, BOA is certified according to EN 9100:2003.
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Axial expansion joint Type W Small expansion joint Type Za
Angular expansion joint Type AW Vibration absorber Type Alpha-C
high vol-es for thiss follows:
with
4.4 Domestic installationsDilatations of central heating pipe systems are not only a problem to resolveby compensating them while installed in industrial plants and large publicbuildings, but also in the private construction sector. The rather long pipelines generate dilatations that can not quite simply be compensated bydeviating the piping. In shorter main pipe lines axial expansion joints areused. In long linear main pipe lines hinged and angular expansion joints areneeded. The requirements of the "heating and ventilation" area are mostlyfulfilled by the BOA standard expansion joints programme.
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4.6 Plant construction, general piping construction
There is hardly another application field needing more expansion joints thanplant construction or general piping construction. BOA expansion joints aresuccessfully installed e.g. in chemical plants, thermal power plants, petroche-mical plants and district heating power plants.
Lateral and angular expansion joints
Fresh water piping, chemicalplant, D
Water supply, City of Zurich, CH
4.5 Water and effluent treatment
In this sector mostly BOA dismantling pieces are used. Compared with stan-dard demounting joints, BOA units have the following advantages:• 50% installation time reduction • quick availability of the equipment by exploiting the spring rate of the bellows• 100% tightness because no rubber elements are used (no ageing)• economic execution using parts in contact with the medium made of non-
corrosive austenitic material• compensation of installation misalignment without tightness problems The successful use of BOA dismantling pieces during many years proves theadvantages mentioned above.
The requirements of the plant con-struction field are mostly fulfilled bythe BOA standard expansion jointsprogramme. As a special service forthe pipe system engineer, BOA mayoffer stress analysis data generatedby the "Caesar II" program. Thishelps optimizing construction costsand smooth operating is ensured.
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Rubber and metal vibration absorbers
Pump station with vibration absorbers
4.7 Pumps and compressors
Oscillations/vibrations caused by pumps, compressors, burners, piping equip-ment etc. and subsequently transmitted to the pipe system, not only makedisturbing noise, they also stress enormously the materials exposed to thevibrations. Therefore in this application field mostly BOA vibration absorbers(made of metal or rubber) are recommended. Our vast standard programme ofmetal and rubber vibration absorbers mostly covers all application fields ofpumps and compressors.
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5 Definition of compensation types
5.1 Determination of movement range
Expansion joints compensate for different movements, caused by differentsources, such as
• installation misalignment• vibrations • mounting gap• extension caused by pressure force• subsidences• elongations
Elongation usually reaches the highest movement values.
Installation misalignmentMisalignment occurs very often during pipe installation. These imprecisionsmay be compensated by expansion joints, if already considered by the systemdesign. In this case, the expansion joint’s life time is hardly affected, because itis a singular movement. On the other hand a complete or partial blocking ofthe corrugations may be caused, if short axial expansion joints are installed.The indicated movement compensation would be hindered and therefore earlyfailure of the expansion joint is to be expected.
VibrationsVibrations of different frequency and amplitude are caused by rotating or shifting masses in installations such as pumps, piston machines, compressorsetc.These vibrations not only make disturbing noise, but excite connecting pipesto the extent of fatigue causing early failure. Thus the operating stability andeconomic efficiency of the installation is at risk.
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Mounting gapDuring the installation of pipes, especially when subsequent dismantling andreplacement of singular elements become necessary, an axial mounting gap isindispensable for easy replacement of the modular elements. The so-calleddismantling piece supports larger movement up to the corrugations‘ blocking,because exchange cycles usually are not frequent.
Extension caused by pressure forceExtension occurs in containers and piping put under pressure forces. Theirvalues only have to be considered at larger diameters.
SubsidencesExpansion joints may take up larger subsidence movements, because it is asingular occurrence (no stress cycles). The expansion joint may even endurean excessive deformation of the bellows without leakage.
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ElongationsChanges in the length of a piping are mainly caused by temperature variations.These changes in length have an insignificant effect in radial direction due tothe pipe geometry and can be neglected, since pipe diameter is much smallerthan pipe length. However, lengthwise variations of volume deserve closeattention, since it can become quite significant when temperature and pipelength increase.Each material has its own expansion coefficient which for the different types ofiron and steel varies in rather narrow range. The differences become more sig-nificant for steel alloys such as heat resistant steel, stainless steel or high heatresistant metals and their alloys such as nickel, Monel, titanium, Inconel,Nimonic etc. Copper and aluminium and their alloys have even greater expan-sion coefficients.
Thermal expansion of different metals
Hea
t ex
pan
sion
�in
mm
/m
Alumini
um
CopperCr N
i St 1
8/8 (
auste
n)
Monel
Mild st
eel and heat re
sistant s
teels
Temperature in °C
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5.2 Types of compensation
Basically there are three types of compensation to consider:
• elastic bending of extant pipe legs (natural expansion compensation)• expansion compensation with untied expansion joints• expansion compensation with tied expansion joints
Which of the three types is to be chosen also depends on the following criteria:
• extension and type of the movement to compensate• pipe design• installation conditions• dimensioning of anchor points and connections regarding forces and
moments• total costs of the compensation
5.2.1 Natural expansion compensation
If local conditions allow the alignment of the pipe work between two anchorpoints in such a way that heat expansions of the pipe are compensated by theelastic reaction of the pipe elbows and legs (bending, twisting), these effectshave to be exploited. However, installing extra pipe legs is not an economicsolution. Natural compensation is only useful, if the pipes are able to compen-sate, additional to the stresses caused by internal pressure, the stressesresult ing from the movement cycles, and that without early ageing.Due to the technical efforts and the resulting costs, such types of compensa -tion are only to be considered for pipes smaller than DN 100.
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5.2.2 Expansion compensation with untied expansion joints
Axial expansion joints have the advantage of requiring almost no additionalspace for installation. The flow direction is not changed. A condition for select -ing an axial expansion joint is the possibility to locate the necessary anchorpoints and pipe alignment guides, which is often difficult for large pipe diame-ters and high pressures. Under pressure, axial expansion joints exert a reactionforce (see 5.5.1), tending to stretch into a smooth pipe.
The reaction force and spring rate should be taken up by the anchor points atboth ends of the pipe section. In a longer pipe system where several expan -sion joints are installed in series, pipe sections should be created by means ofintermediate anchor points. An axial expansion joint should be placed in eachsection. The anchor points at both ends of the straight pipe section shouldtake up the full reaction force. The intermediate anchor points should resist toa smaller, anchor points at direction changing points to a reduced force, i.e. tothe resulting reaction force. Axial expansion joints compensate for axial pipeelongations. Therefore, the piping should be coaxial with the expansion joint.Slight side movements up to a few millimeters are acceptable, however, theyreduce the life expectancy of the axial expansion joint, if the allowable axialmovement is fully used at the same time.
DDDDeeeehhhhnnnnuuuunnnnggggssssaaaauuuuffffnnnnaaaahhhhmmmmeeee vvvvoooonnnn CCCC----SSSSttttaaaahhhhllll
1000
10000
10 100
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SSSS cccchhhh eeee
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mmmm]]]]
DDDDNNNN55550000
DDDDNNNN111100000000DDDDNNNN111155550000
DDDDNNNN222200000000DDDDNNNN222255550000DDDDNNNN333300000000DDDDNNNN333355550000DDDDNNNN444400000000
DDDDNNNN88880000DDDDNNNN66665555
Expansion compensation of right-angled pipe legs
Expansion �mm �
Expansion compensation of carbon steel
Leng
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ipe
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�mm
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Advantages:• simple way of compensation• no change in flow direction• minimal space requirements
Disadvantages:• strong anchor points and good axial pipe guides required• several axial expansion joints are needed for large elongations• many anchor points and pipe guides are necessary for long pipe sections
5.2.3 Expansion compensation with tied expansion joints
Compared with untied expansion joints, those equipped with tie rods onlyneed light anchor points (sufficiently firm supports). The reaction force fromthe bellow is taken up by the hinges and acts as an anchor point load. Onlythe spring rate of the bellow and the friction forces of the hinge have anactive effect on the anchor points. The anchor points should be calculated toresist to the friction forces at the pipe guide supports and to the displace-ment forces of the expansion joints.
For tied executions, angular and lateral expansion joints are used. Anotherpossibility is the use of pressure balanced expansion joints.
5.2.3.1 Elongation absorption with angular expansion joints
Angular (or hinged) expansion joints are used for large pipe elongations. Asystem of expansion joints is made of standard elements. This requires twoor three expansion joints. The application of angular expansion joints alwaysrequires a change in the direction of the piping. Therefore, they are preferablylocated where a 90° bend has originally been foreseen. The elongationabsorption of hinged expansion joint systems is practically unlimited. It isdetermined by the allowable movement‘s angle of the hinged expansionjoints and the length of the pipe section between two angular expansionjoints.
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Advantages:• almost unlimited elongation absorption• reduced load on anchor points• modular concept application• use of normal guides
Disadvantages:• change in pipe direction is always required• more space required as compared to axial
expansion joints• two or three expansion joints required for a
system
5.2.3.2 Expansion compensation with lateral expansion joints
Lateral (or swing) expansion joints, equipped with ball joints, can move in alldirections within one plane. They are used for simultaneous or staggeredmovements from two directions. At sufficient length, these expansion jointscan take up considerable amounts of movements. Lateral expansion jointswith ball points are mostly used for small elongations when the pipe layout iscomplex, or for stressless connections directly before sensitive equipment,such as pumps, compressors and machines. If two ball joint expansion jointsare arranged at right angles, such a system takes up elongations in all threedirections (possible only with 2 tie rods). The application of this expansionjoint always requires a change in direction of the piping. Regarding anchorpoint loads, the same rule is applied as for angular expansion joints.
Advantages:• movement compensation in all directions
in one plane• elongation absorption in all three directions
possible, if two ball joint expansion jointsare used (only possible with two tie rods)
• small load on anchor points
Disadvantages:• change in pipe direction is necessary• more space required compared with axial expansion joints
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5.2.3.3 Expansion compensation with pressure balanced expansion joints
There are many types of special constructions such as pressure balanced axialexpansion joints, angle balanced expansion joints, composed axial-lateralexpansion joints. There are standards covering such systems, but the expan -sion joints themselves are not standardized. It is recommended to consult themanufacturer in these cases, because special constructions are sometimestechnically efficient, but nevertheless the most expensive solution.
Advantages:• small anchor point loads• needs minimal space• efficient technical solution
Disadvantages:• custom-built, therefore higher costs
5.3 Anchor points, pipe alignment guides, suspended holding devices
Regardless of the type of expansion joint being applied, anchors shouldalways be provided at each end of a pipe. When axial expansion joints areused, each bend, right angle turn or considerable pipe direction change mustbe anchored. Pipes whose elongation is compensated by several expansionjoints should be subdivided by as many anchors as the number of expansionjoints requires. The location of anchors is determinded on the one side by thedirection of the piping, on the other side by local conditions. However, theircapacity of providing good anchorage is essential.The corrugated bellow of the expansion joint tends to stretch when subjectedto internal pressure, and to contract under vacuum. This pushing or pullingforce, the reaction force of the bellows, is transmitted to the piping and shouldbe neutralized by the anchor of the piping. The strength of the anchor point,and therefore basically its design, is determined by the reaction force. In thiscase, not the reaction force (see also 5.2.2) of the operating pressure, but ofthe test pressure is relevant, because the anchorage must absorb the reactionforce of the test phase, when the piping is put under pressure. However, thetest pressure should not exceed 1,5 times of the operating pressure. Thespring rate of the bellow must be added to the reaction force, however itusually amounts to only a friction of the latter. If a sufficient number of anchorpoints cannot be provided, stress-relieved expansion joints, such as hinged,swing or pressure balanced axial expansion joints should be used. It is easier to provide anchor points to a straight pipe section when only thespring rate of the expansion joint and the friction of the guides are to be
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absorbed. On the contrary, the reaction force, generated at points of changein direction, at points of cross section changing or influenced by valves or fit-tings, needs more attention. When there is a change in the cross section ofthe piping, the difference in reaction force between the larger and the smallerpipe cross section should be added to, or subtracted from the other forces. The design of an anchor can be quite simple. Below we present some possi-ble and often used anchor designs. The most suitable type to be selected isdetermined by the local conditions.
Examples of anchor points:
Examples of pipe guides:
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Examples of pipe guides andanchor points:
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Examples of pipe guides and anchor points:
5.4 Practical procedure
For a given piping layout, such as the one illustrated above, the anchor pointsshould be selected first in places where pipe movements are not desired, i.e.at the branching points. Next step is to select the pipe sections of which theelbows are capable of taking up some pipe elongation with their own flexibility(see 5.2.1). These pipe sections should be limited by anchors. The elongationsof all other parts of the piping will be taken up by expansion joints.
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Two questions are relevant to decide whether using an axial or a hingedexpansion joint: the pipe layout and the capability of taking up axial forces.For short, straight line sections and expansion movements up to 80 mm, andtherefore a pipe system with many direction changes and branching points,axial expansion joints represent the optimum solution. For long, straightpipes with elongation movements over 80 mm, hinged expansion joints arethe best choice. If local conditions allow to provide the anchorage of stronganchor points and the location of sufficient pipe guides, then axial expansionjoints are chosen. On the other hand, especially for piping with large crosssection and high pressure conditions, the hinged expansion joint is recom-mended even where small elongation movements occur. Installing artificialelbows is not the economic way in costs and space resources. Obviously itis possible to compensate in different ways within one pipe system.However, every expansion joint’s job should be clearly determined by limitingthrough two anchor points the pipe section to compensate. By proceeding inthis way for the pipe layout, the most cost efficient solution will be found.However, early collaboration with the manufacturer is highly recommended.
5.4.1 Data requirements
Check listPlease ask for our technical advice for using CE-marked expansion joints.You may prepare the necessary information for the expansion joint designwith the help of this check list.
Please add, if possible, an installation sketch and/or an isometric drawing ofthe pipe system.
Please make a copy of the following list if necessary.
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Check list: Industrial Metal BellowsCompany _________________________________________________________Address: _________________________________________________________Inquiry n°: ____________________ Person in charge: _________________
Quantity ___________ units DN________________ mm
Expansion joint type:❏ Axial ❏ Lateral ❏ Universal ❏ Angular❏ Low pressure ❏ Vibration absorber ❏ Other
Bellow material:Exterior ply: ❏ 1.4541 ❏ 1.4404 ❏ 1.4571 ❏ ____________Intermediate ply: ❏ 1.4541 ❏ 1.4404 ❏ 1.4571 ❏ ____________Interior ply: ❏ 1.4541 ❏ 1.4404 ❏ 1.4571 ❏ ____________
Inner sleeve: ❏ yes ❏ noMaterial: ❏ 1.4541 ❏ 1.4404 ❏ 1.4571 ❏ ____________
Fittings: 1st side 2nd sidemovable flange: ❏ ❏
welded flange: ❏ ❏
weld ends ❏ ❏
Material 1st side: ❏ 1.4541 ❏ 1.4301 ❏ 1.4571❏ carbon steel ❏ ___________
Material 2nd side: ❏ 1.4541 ❏ 1.4301 ❏ 1.4571❏ carbon steel ❏ ___________
Movement: ❏ Axial ± __________mm❏ Lateral ± __________mm❏ Angular ± __________°
Cycles: ❏ 1000❏ 500 (Standard products and Pressure Equipment Directive) ❏ ___________
Operating conditions: ❏ Pressure Equipment Directive 97/23/EC❏ Pipe ❏ Container
Piping:Fluid type: ________________________________________________________❏ Group 1: dangerous gaseous / dangerous liquid ❏ Group 2: innocuous gaseous / innocuous liquid
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Container, required customer‘s indications:Container, category ________________________________________________Fluid type: _________________________________________________________Fluid group: ________________________________________________________Inspection organization: _____________________________________________
Max. operating pressure PS: __________ barMin.operating pressure PS: __________ bar(if also used in vacuum)
Max. operating temperature TS: _______°CMin. operating temperature TS: _______°C(if also used below 0°C)
Tests: ❏ Standard ❏ Pressure Equipment Directive/EG❏ Special
Inspection certificates: ❏ EN 10204-2.2 ❏ EN 10204-3.1 ❏ EN 10204-3.2❏ Conformity declaration according to Pressure Equipment Directive 97/23/EC❏ Conformity certificate issued by inspection organization
Marking:❏ Standard ❏ EN 10380 ❏ Customer’s indication❏ according to Pressure Equipment Directive 97/23/EC
Packing:❏ Standard ❏ Special ❏ Customer’s indication
Various:❏ Exterior protecting tube ❏ Transportation fixing ❏ _______________
Issued by: __________________________________
Place / Date: __________________________________
Signature: __________________________________
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5.5 Calculating movement and anchor point forces
Axial and lateral expansion jointsIn axial and lateral expansion joints the occurring elongation is equivalent tothe real compensation movement.
Angular and gimbal expansion jointsIn angular and gimbal expansion joints the occurring elongation has to beconverted into angular movement. This convertion is described in detail in thesection "Angular expansion joints".
5.5.1 Axial expansion jointsAxial expansion joints are intended to take up pipe expansion, particularly inthe longitudinal direction of a straight pipe section. Of course, an axial expan-sion joint can – depending on length and diameter of the bellow – absorbsmall lateral deflections of only a few millimeters or can slightly rotate angular-ly without parallelism at its end. Such an effect should not be allowed and isnever the main function of the axial expansion joint. The basic element of the axial expansion joint is the multi-ply bellow made ofaustenitic steel. To connect axial expansion joints to the piping, they have either weld ends or flanges, whereby the flanges are either of welded or bordered type. Whilst bordered flanges have a raised face and can rotate,welded flanges are plane and firm. The standardization for certain types of expansion joints is also conditional forconstruction reasons. Is is not possible for the piping engineer to install two ormore axial expansion joints together to form a double expansion joint or agroup of expansion joints in order to achieve a larger movement capacity. Thisprocedure would cause a buckling of the bellows as the stability of the axiallyvery flexible bellows is separately calculated for each expansion joint unit. Thestability is depending on diameter and nominal pressure which effects thethickness and the amount of layers required for the bellows. In their standardexecution, axial expansion joints are delivered with inner sleeve made of aus-tenitic steel.
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Calculations
Anchor point forcesThe purpose of anchors in pipelines is to restrain the longitudinal forces safe-ly and to direct the thermal expansion to a specific section of the pipe.
Essential loads that these anchors must restrain when untied expansionjoints are installed are:
• pressure thrust Fp• spring rate of the bellows FB• sum of friction forces � Fr
Pressure thrust FPThe pressure thrust tends to expand the bellow of the expansion joint. As thepressure thrust is usually greater than the bellow’s spring force, no balancecan be established between both forces. This would cause an excessiveelongation of the bellow and its subsequent failure if no anchors were instal-led. The pressure thrust is determined by the product of the bellow’s crosssection and the line pressure.
FP = axial pressure force [N]A = effective cross section [cm2]p = pressure [bar] (operating overpressure, test pressure)
FP = 10 · A · p
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Spring rate of the bellow FBThe bellow’s spring rate describes the opposing force of a bellow to its com-pression or extension. The specific bellow spring rate per ± 1mm extensionis listed in the data sheets (section 6) as spring rate CX [N/mm].
FB = spring rate of the bellow [N]CX = spring rate taken from table [N/mm]�X = occuring pipe expansion [mm]
Friction forces � FRThe pipe friction forces depend on the weight of the piping, flow medium andinsulation included, and the friction force coefficient of the pipe guide.Some experience values for pipe guide friction force values �:
Steel/steel 0.15 – 0.5Steel/PTFE 0.1 – 0.25Roller guide 0.03 – 0.1
FR = pipe friction force [N]mL = weight of the piping [kg]� = pipe guide friction force value [-]
The largest portion of the anchor force results from the pressure thrust whenaxial expansion joints are used.
Axial expansion joints represent an elastic interruption of the pipeline whichreleases the pressure thrust that has then to be restrained by the pipeanchors (see fig. 1).
FB = CX · �X
FR = 9.81 · mL · �
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Basically, we distinguish between main anchors and intermediate anchors.
Main anchors are always positioned at the beginning and the end of a pipe -line, at points of direction changes and also at branching points, thus wherefull reaction forces occur (fig. 2).
FH = anchor point force [N]
FH = FP + FB + ∑FR
Fig. 1
Fig. 2
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Intermediate anchor points are practically released from pressure thrust andtake up only axially the spring rate of the expansion joint and the friction forcesof the pipe guides.
FZW = intermediate anchor point force [N]
If local conditions do not allow the positioning of anchor points, tied expansionjoints should be installed.
Details for the pipe layout, the design of pipe guides and pretension are shownin section 11.2.1.
5.6 Angular expansion joints
The basic element of the angular (hinged) expansion joint is the multi-ply bel-low in austenitic steel. Contrary to axial expansion joints, the bellow of theangular expansion joint does not work in the direction of the pipe axis, i.e. byelongation and compression, but in an angular rotation in one plane. The hingeassembly attached to the expansion joint end will absorb the reaction force aswell as limit the angular rotation. According to the desired deflection, theexpansion joint will be longer or shorter. Angular expansion joints are suited for the compensation of both long pipesections of district heating systems as well as short boiler and turbine roompipelines in one or more planes. For installations with very limited space, thepossibility of the installation of a lateral or pressure balanced expansion jointshould be taken in consideration. Contrary to axial and lateral expansion jointsbeing independent compensating units, angular and gimbal expansion jointsare only elements of an expansion system. A minimum of two and a maximumof three expansion joints form a statically defined system. Angular expansion joints are usually installed with 50% pretension. This is pre-ferably accomplished by pre-stressing the entire expansion system after itscompletion. The installation temperature of the pipeline has to be considered,especially in surface pipelines. The pretension value can be determined fromthe graph in section 11.3.1.
FZW = FB + ∑FR
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Angular expansion joints: distance The longer the distance L1 between two angular expansion joints is, the largerthe movement that can be compensated by the expansion system, and thesmaller the displacement forces become. The center of rotation of the hingeslies on the same axis as the center of the bellow (see fig. 3).Gimbal expansion joints utilize a round or square gimbal joint to restrain thereaction forces. This results in three dimensional rotations around the axes xand z (see fig. 4).
Anchor points, pipe guide supportsAngular expansion joints make no special demands on pipe supports or gui-des in contrast to axial expansion joints. Even swing hangers can be sufficient.Additional supports are unnecessary for short turbine house pipelines. Theweight of the pipe sections between the angular expansion joints must be supported by supports or hangers which must not hinder the movements ofthe angular expansion joints. Pipe guides placed before and after each expan-sion system are necessary in long pipelines. Pipe guides which have been fitted too tightly may become jammed. They could then loosen in short burstswhich could result in severe additional forces. Hinged expansion joints in a twopin I-expansion system follow an arc due to their angular rotation (see fig. 5).
Fig. 3
Fig. 4
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The pipe guides should comply with the following requirements:• support the weight of the pipeline and the expansion joints• guide the expanding pipeline in its longitudinal axis• provide sufficient clearance [s] to assure that pipe movements not compen-
sated by expansion joints, resulting from the thermal expansion ΔL and theheight of the arc [h] can be compensated for by the continuing pipeline with-out causing the guide to jam.
Installation instructionsAs for axial expansion joints, the hinged angular systems too require a quitecorrect arrangement of the pipe guides so that a defined movement in thedirection of the pipe axis will be assured. When a two-articulation-system is chosen, one end of the pipeline must pro -vide a sufficient possibility to move so that both the thermal elongation of theintermediate pipe and the rotation of the bend might be absorbed. Long hori-zontal intermediate pipes within the system must be supported. It is of impor-tance that the pivot assemblies of the individual angular expansion joints areexactly in parallel position and vertical to the supporting plane.
s � h + �L [mm]
Fig. 5
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Please contact us for designing and any advisory information. BOA engineershave developed the PC-program "BOA-Expert" running on Windows, for thecalculation of articulated pipe systems and their displacement forces. Thisprogram is at your disposal at low copyright fees. The maximum angular rotation as to our catalogue should not be exceeded.The pretension of the articulated system might help to use optimally the pos-sible angular deflection. The expansion joints are installed in neutral position.Pretension is made by displacing the pipeline and subsequently locking ofthe anchor points, or even by means of an intermediate pipe section cut out.For further advice see our separate installation instructions. Also consult sec-tion 11.3.
5.6.1 Arrangements of expansion joint systems
The following expansion joint arrangements are most common in the plan-ning of angular expansion systems.
Two pin I-systemfor pipelines of any lengthby utilizing a given route.
Three pin L-systemfor the compensation of longestand shortest pipes with concurrentmovements from two directions.
Three pin I-systemsuited for the compensation oftransfer pipes, e.g. between twocontainers.
Three pin U-systempreferably for the compensation oflong pipelines.
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Two pin gimbal I-systemfor the compensation of lateralcircular movements in short pipesections.
Three pin gimbal I-systemfor the compensation of threedimensional systems, e.g. boiler andturbine house pipelines.
Three pin Z1-systemfor the compensation of pipelines by utilizing given routings includingthe compensation of the verticalpipe section.
Similar Z-systems:
Three pin Z2a-system
Three pin Z2b-system
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5.6.2 Hinged expansion joint systems in general
In the following example, the three pin L-system is used to explain the basicprocedure for the design of expansion systems. First of all, a suitable expan-sion system has to be chosen, taking in consideration the given routing andthe expected expansion. Both ends of the line must be limited by pipeanchors. For our example, we assume an L-shaped pipe routing of which the expan -sion �1 and �2 of the pipe sections L1 and L2 will be optimally compensatedby a system of three hinged expansion joints in an L-arrangement.
Initially, the expansion values �1 and �2 must be determinded, consideringthe maximum temperature difference of the pipeline (see also section 5.1).
Neutral position (without pretension)
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2.Select suitable hinged expansion joints and then calculate the requireddistances X1 and X3. It is to considerate that the nominal angular rotations±� given in the data sheets must be converted into admitted angular rota -tions ±�zul according to section 6.2 "Reductions", if operating conditionsexceed nominal conditions.
In order to get small rotation angles for the expansion joints, the distancesbetween the pins of the joints X1 and X3 should be as long as reasonablypossible and the distance X2 as short as possible.
± �zul = ±� · K� (tB) · KL
± �e ≤ ± �zul
There are two options to calculate the expansion joint system:
1.Determine the layout of the system (X1, X2 and X3) and calculate the effec-tive angular rotation of each hinged joint by using the given formulae. Next,from the data sheets, select hinged expansion joints that are suited for theoperating conditions. They must have an admitted angular rotation equal orgreater than the effective rotation.
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Anchor and nozzle loads can be determined by using the formulae for thecalculation of the displacement forces F and bending moments M.
In order to achieve optimum utilization of the permissible angular rotation±�zul of hinged expansion joints, a 50% pretension of the system is required. If pretension is not possible, the angular rotation to one side of the centerlinedoubles. This normally requires an angular expansion joint with a larger nomi-nal angular rotation.
The calculation formulae for the determination of the angular rotation of threepin systems are approximations, but sufficiently accurate for practical use. Amore accurate calculation of the angular rotations becomes necessary forvery plane systems if the center joint moves too close to the stretched outposition (see fig. "installation position" above). Please consult BOA engineersin such cases.
Operating position
Installation position (50% pretensioned)
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5.6.3 Calculation of systems
5.6.3.1 Two pin I-system
Required hinge distanceConsiderated the permissible angular rotation [�zul] and 50% pretension, theminimum required distance X1 between the hinges is:
X1 = center-to-center distance of the bellows [mm]�zul = permissible angular rotation of one bellow [°]� = movement of the pipeline [mm]
Resulting arc heightAt the maximum effective angular rotation (�e) the vertical distance betweenthe hinges is reduced by the dimension h due to the circular motion of theexpansion joints.
h = arc height [mm]X1 = center-to-center distance of the bellows [mm]�e = effective angular rotation of one bellow [°]
X1=
h = X1 · (1-cos�e)
�
2 · sin�zul
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The height of the arc and the thermal elongation of the pipe section X1 mustbe compensated by the pipe section (2x X1), or a sufficient clearance in thepipe guide must be available.
Effective angular rotationIf the pin distance X1 is given, the effective angular rotation of the angularexpansion joints (�) is calculated as follows if the system is 50% pretensioned:
�e = effective angular rotation of one bellow [°]X1 = center-to-center distance of the bellows [mm]� = movement of the pipeline [mm]
At 100% and at 0% pretension, the rotation angle of the angular expansionjoints doubles, but only in one direction. The effective angle of rotation (�e)must be multiplied by 2 in this case.
Anchor point connection forces
Bending moments of angular expansion jointsIn order to calculate the bending moments and forces, the absolute value ofthe effective angular rotation (i.e. without signs) must be used in the followingequation:
MB1,2 = bending moment of the expansion joint [Nm] Cr = hinge friction [Nm/bar]Ca = angular spring rate [Nm/°]Cb = angular reaction force [Nm/(bar°)]p = operating overpressure [bar]�e = effective angular rotation of one bellow [°]
�e= ± arcsin ( )�
2 · X1
MB1,2 = Cr · p + Ca · �e + Cb · p · �e
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Forces at the connection points
Bending moments at the connection points
MB1,2 = bending moment of the expansion joint [Nm] FX = displacement force in X-direction [N] MA1,2 = moment at the connection point [Nm] l1,2 = distance from bellow’s center to connection point [mm]
If the system is pretensioned at 50%, the moments and forces have differentsigns in the pretensioned position and operation position of the system.
FX = · 1000MB1 + MB2
X1
MA1 = MB1 + FX ·I1
1000
MA2 = MB2 + FX ·I2
1000
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5.6.3.2 Three pin I-system
Required hinge distanceIf the permissible angular rotation [�zul] of all three expansion joints is thesame and the system is pretensioned at 50%, then the minimum distancesbetween the hinges (X1, X3) are determined as follows:
X3 given
X1 given
�1,2 = movement of the pipeline [mm]X1,3 = center-to-center distance of the bellows [mm]�zul = permissible angular rotation of one bellow [°]
If the result of X1 (or X3) is negative or the distance is too long, then thedistance X3 (or X1) must be increased accordingly, or expansion joints withlarger permissible angular rotation must be chosen.
In general, X1 and X3 should be as long as reasonably possible.
X1 =�1 · X3
2 · sin�zul · X3 - �2
X3 =�2 · X1
2 · sin�zul · X1 - �1
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Effective angular rotationIf the pin distances X1 and X3 are given, the effective angular rotation of theangular expansion joints (�1, �2, �3) is calculated as follows if the system is50% pretensioned:
�e1,2,3 = effective angular rotation of one bellow [°]X1,3 = center-to-center distance of the bellows [mm]�1,2 = movement of the pipeline [mm]
At 100% and at 0% pretension, the rotation angle of the angular expansionjoints doubles, but only in one direction. In these cases, the effective anglesof rotation (�e1,2,3) must be multiplied by 2.
Anchor point connection forces
Bending moments of angular expansion jointsIn order to calculate the bending moments and forces, the absolute value ofthe effective angular rotation (i.e. without signs) must be used in the followingequation:
�e1 = ± arcsin ( )�1
2 · X1
�e2 = ± (�e1 + �e3)
�e3 = ± arcsin ( )�2
2 · X3
MB1 = Cr · p + Ca · �e1 + Cb · p · �e1
MB2 = Cr · p + Ca · �e2 + Cb · p · �e2
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MB1,2,3 = bending moment of the expansion joint [Nm] Cr = hinge friction [Nm/bar]Ca = angular spring rate [Nm/°]Cb = angular reaction force [Nm/(bar°)]p = operating overpressure [bar]�e1,2,3 = effective angular rotation of one bellow [°]
Forces at the connection points
Bending moments at the connection points
MB1,2,3 = bending moment of the expansion joint [Nm] FX,Z = displacement force in X,Z-direction [N] MA1,2 = moment at the connection point [Nm] l1,2 = distance from bellow’s center to connection point [mm]
If the system is pretensioned at 50%, the moments and forces have differentsigns in the pretensioned position and operation position of the system.
MB3 = Cr · p + Ca · �e3 + Cb · p · �e3
FX = · 1000MB2 + MB3
X3
FZ = · 1000MB1 + MB2
X1
MA1 = MB1 + FX ·I1
1000
MA2 = MB3 + FX ·I2
1000
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5.6.3.3 Three pin L-system
Required hinge distanceIf the permissible angular rotation [�zul] of all three expansion joints is thesame and the system is pretensioned at 50%, then the minimum distancesbetween the hinges (X1, X3) are determined as follows:
X2 and X3 given
X1 and X2 given
�1,2 = movement of the pipeline [mm]X1,2,3 = center-to-center distance of the bellows [mm]�zul = permissible angular rotation of one bellow [°]
If the result of X1 (or X3) is negative or the distance is too long, then thedistance X3 (or X1) must be increased accordingly, or expansion joints withlarger permissible angular rotation must be chosen.
In general, X1 und X3 should be as long as reasonably possible, X2 as shortas possible.
X1 = �1 · (X3 + X2)
2 · sin�zul · X3 - �2
X3 = �2 · X1 + �1 · X2
2 · sin�zul · X1 - �1
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Effective angular rotationIf the pin distances X1 und X3 are given, the effective angular rotation of theangular expansion joints (�1, �2, �3) is calculated as follows if the system is50% pretensioned:
�e1,2,3 = effective angular rotation of one bellow [°]X1,2,3 = center-to-center distance of the bellows [mm]�1,2 = movement of the pipeline [mm]
At 100% and at 0% pretension, the rotation angle of the angular expansionjoints doubles, but only in one direction. In these cases, the effective anglesof rotation (�e1,2,3) must be multiplied by 2.
Anchor point connection forces
Bending moments of angular expansion jointsIn order to calculate the bending moments and forces, the absolute value ofthe effective angular rotation (i.e. without signs) must be used in the followingequation:
�e1 = ± arcsin ( )
�e2 = ± (�e1 + �e3)
�e3 = ± arcsin ( )
�1
2 · X1
�2 · X1 + �1 · X2
2 · X1 · X3
MB1 = Cr · p + Ca · �e1 + Cb · p · �e1
MB2 = Cr · p + Ca · �e2 + Cb · p · �e2
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MB1,2,3 = bending moment of the expansion joint [Nm] Cr = hinge friction [Nm/bar]Ca = angular spring rate [Nm/°]Cb = angular reaction force [Nm/(bar°)]p = operating overpressure [bar]�e1,2,3 = effective angular rotation of one bellow [°]
Forces at the connection points
Bending moments at the connection points
MB1,2,3 = bending moment of the expansion joint [Nm] FX,Z = displacement force in X, Z-direction [N] MA1,2 = moment at the connecion point [Nm] l1,2 = distance from bellow’s center to connection point [mm]
If the system is pretensioned at 50%, the moments and forces have differentsigns in the pretensioned position and operation position of the system.
MB3 = Cr · p + Ca · �e3 + Cb · p · �e3
FX = ( MB1 + MB2 + FZ · ) ·X2
1000
FZ = ·1000MB2 + MB3
X3
MA1 = MB1 + FZ · I1
1000
MA2 = MB3 + FX · I2
1000
X1
1000
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5.6.3.4 Three pin U-system
Required hinge distanceAt permissible angular rotation [�zul] of all three expansion joints and if the systemis pretensioned at 50%, then the minimum distance X1 is determined as follows:
X1 = center-to-center distance of the bellows [mm]�zul = permissible angular rotation of one bellow [°]� = movement of the pipeline [mm]
X2 should be as short as possible.
Effective angular rotationIf the pin distance X1 is given, the effective angular rotation of the angularexpansion joints (�1, �2) is calculated as follows if the system is 50% preten-sioned:
�e1,2 = effective angular rotation of one bellow [°]X1 = center-to-center distance of the bellows [mm]� = movement of the pipeline [mm]
X1 = �
2 · sin�zul
�e1 = ± arcsin ( ) �
2 · X1
�e2 = ± �e1
2
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At 100% and at 0% pretension, the rotation angle of the angular expansionjoints doubles, but only in one direction. In these cases, the effective anglesof rotation (�e) must be multiplied by 2.
Anchor point connection forces
Bending moments of angular expansion jointsIn order to calculate the bending moments and forces, the absolute value ofthe effective angular rotation (i.e. without signs) must be used in the followingequation:
MB1,2 = bending moment of the expansion joint [Nm] Cr = hinge friction [Nm/bar]Ca = angular spring rate [Nm/°]Cb = angular reaction force [Nm/(bar°)]p = operating overpressure [bar]�e1,2 = effective angular rotation of one bellow [°]
Forces at the connection points
MB1 = Cr · p + Ca · �e1 + Cb · p · �e1
MB2 = Cr · p + Ca · �e2 + Cb · p · �e2
FX = ·1000MB1 + MB2
X1
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Bending moments at the connection points
MB1,2 = bending moment of the expansion joint [Nm] MA = moment at the connection point [Nm] FX = displacement force in X-direction [N] X1 = center-to-center distance of the bellows [mm]
If the system is pretensioned at 50%, the moments and forces have differentsigns in the pretensioned position and operation position of the system.
MA = MB2
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MB1 = Cr · p + Ca · �e1 + Cb · p · �e1
MB2 = Cr · p + Ca · �e2 + Cb · p · �e2
66
5.6.3.5 Three pin Z1-system
Required hinge distances and effective angular rotationThe arrangement of the expansion joints is the same as for the three pin L-system, but with an additional leg. The calculation formulae of the requiredhinge distances and the effective angular rotation may be taken from section5.6.3.3 "Three pin L-system".
Anchor point connection forces
Bending moments of angular expansion jointsIn order to calculate the bending moments and forces, the absolute value ofthe effective angular rotation (i.e. without signs) must be used in the follow -ing equation:
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MB1,2,3 = bending moment of the expansion joint [Nm] Cr = hinge friction [Nm/bar]Ca = angular spring rate [Nm/°]Cb = angular reaction force [Nm/(bar°)]p = operating overpressure [bar]�e1,2,3 = effective angular rotation of one bellow [°]
Forces at the connection points
MB3 = Cr · p + Ca · �e3 + Cb · p · �e3
FZ = ( + ) ·1000MB1 + MB2
X1
(MB2 + MB3) · X2
X1 · X3
FX = ·1000MB2 + MB3
X3
Bending moments at the connection points
MB1,2,3 = bending moment of the expansion joint [Nm] FX,Z = displacement force in X, Z-direction [N] MA1,2 = moment at the connection point [Nm] l1,2 = distance from bellow’s center to connection point [mm]
If the system is pretensioned at 50%, the moments and forces have differentsigns in the pretensioned position and operation position of the system.
MA2 = MB1 + FZ ·I1
1000
MA2 = MB3 + FX · - FZ · I2
1000
I31000
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MB1 = Cr · p + Ca · �e1 + Cb · p · �e1
MB2 = Cr · p + Ca · �e2 + Cb · p · �e2
MB3 = Cr · p + Ca · �e3 + Cb · p · �e3
5.6.3.6 Three pin Z2a-system
Required hinge distances and effective angular rotationThe arrangement of the expansion joints is the same as for the three pin L-system, but with an additional leg. The calculation formulae of the requiredhinge distances and the effective angular rotation may be taken from section5.6.3.3 "Three pin L-system".
Anchor point connection forces
Bending moments of angular expansion jointsIn order to calculate the bending moments and forces, the absolute value ofthe effective angular rotation (i.e. without signs) must be used in the followingequation:
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MB1,2,3 = bending moment of the expansion joint [Nm] Cr = hinge friction [Nm/bar]Ca = angular spring rate [Nm/°]Cb = angular reaction force [Nm/(bar°)]p = operating overpressure [bar]�e1,2,3 = effective angular rotation of one bellow [°]
Forces at the connection points
FZ = ( + ) · 1000MB1 + MB2
X1
MB2 + MB3 · X2
X1 · X3
FX = ·1000MB2 + MB3
X3
Bending moments at the connection points
MB1,2,3 = bending moment of the expansion joint [Nm] FX,Z = displacement force in X,Z-direction [N] MA1,2 = moment at the connection point [Nm] l1,2 = distance from bellow’s center to connection point [mm]
If the system is pretensioned at 50%, the moments and forces have differentsigns in the pretensioned position and operation position of the system.
MA1 = MB1 + FZ · - FX · I1
1000
MA2 = MB3 + FX · I2
1000
I01000
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X3 = �1 · (8 ·X2 + �1) + 4 · X1 · �2
8 · sin�zul · X1 - 4 · �1
5.6.3.7 Three pin Z2b-system
Required hinge distances At permissible angular rotation �zul of all three expansion joints and if thesystem is pretensioned at 50%, then the minimum distances between thehinges X1, X3 are determined as follows:
X1 = �1 · (8 ·X2 + �1 + 4 · X3)
8 · sin�zul · X3 - 4 · �2
X1 and X2 given
X2 and X3 given
X1,2,3 = center-to-center distance of the bellows [mm]�1,2 = movement of the pipeline [mm]�zul = permissible angular rotation of one bellow [°]
If the result of X1 (or X3) is negative or the distance is too long, then thedistance X3 (or X1) must be increased accordingly, or expansion joints withlarger permissible angular rotation must be chosen.
In general:X1 and X3 should be as long as reasonably possible, X2 as short as possible.
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Effective angular rotationIf the pin distances X1 and X3 are given, the effective angular rotation of theangular expansion joints (�1, �2, �3) is calculated as follows if the system is50% pretensioned:
�e1 = ± arcsin ( ) �1
2 · X1
�e2 = ± (�e1 + �e3)
�e3 = ± arcsin ( ) �1 · (8 · X2 + �1) + 4 · X1 · �2
8 · X1 · X3
�e1,2,3 = effective angular rotation of one bellow [°]X1,2,3 = center-to-center distance of the bellows [mm]�1,2 = movement of the pipeline [mm]
At 100% and at 0% pretension, the rotation angle of the angular expansionjoints doubles, but only in one direction. In these cases, the effective anglesof rotation (�e1,2,3) must be multiplied by 2.
MB1 = Cr · p + Ca · �e1 + Cb · p · �e1
MB2 = Cr · p + Ca · �e2 + Cb · p · �e2
MB3 = Cr · p + Ca · �e3 + Cb · p · �e3
Anchor point connection forces
Bending moments of angular expansion jointsIn order to calculate the bending moments and forces, the absolute value ofthe effective angular rotation (i.e. without signs) must be used in the followingequation:
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Forces at the connection points
FZ = 1000 · (MB2 · MB3)
X3
FX = 1000 · (MB2 · MB3) + FZ · 2 · X2
X1
MA1 = MB1 + FZ · I1
1000
MA2 = MB3 + FZ · I2
1000
l1,2 = distance from bellow’s center to connection point [mm] p = operating overpressure [bar]Ca = angular spring rate [Nm/°]Cr = hinge friction [Nm/bar]Cb = angular reaction force [Nm/(bar°)]Fx,z = displacement force in X, Z-direction [N] MA1,2 = moment at the connection point [Nm] MB1,2,3 = bending moment of the expansion joint [Nm] X1,2,3 = center-to-center distance of the bellows [mm]�e1,2,3 = effective angular rotation of one bellow [°]
If the system is pretensioned at 50%, the moments and forces have differentsigns in the pretensioned position and operation position of the system.
Bending moments at the connection points
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5.6.3.8 Two pin gimbal I-system
� = �12 + �22
X1 = �
2 · sin�zul
Resulting expansion
Required hinge distanceAt a permissible angular rotation [�zul] and 50% pretension, the miminumdistance X1 is determined as follows:
h = X1 · (1-cos�e)
Resulting arc heightAt the maximum effective angular rotation (�e) the vertical distance between the hingesis reduced by the dimension h due to the circular motion of the expansion joints.
� = resulting movement of the pipeline [mm]�1,2 = movement of the pipeline [mm]�zul = permissible angular rotation of one bellow [°]�e = effective angular rotation of one bellow [°]h = arc height [mm]X1 = center-to-center distance of the bellows [mm]
The height of the arc and the thermal elongation of the pipe section X1 mustbe compensated by the pipe section (2,5 · X1) ), or a sufficient clearance inthe pipe guide must be available.
73
Pretension gap
Pretension gap
Anchor point
Guide support
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MBY = Cr · p + Ca · �ey + Cb · p · �ey
MBX = Cr · p + Ca · �ex + Cb · p · �ex
�ex, ey = effective angular rotation of one bellow [°]X1 = center-to-center distance of the bellows [mm]� = resulting movement of the pipeline [mm]�1,2 = movement of the pipeline [mm]
At 100% and at 0% pretension, the rotation angle of the angular expansionjoints doubles, but only in one direction. In these cases, the effective anglesof rotation (�e, �ex, �ey) must be multiplied by 2.
�e = ± arcsin ( ) �1
2 · X1
�ey = ± arcsin ( ) �1
2 · X1
�ex = ± arcsin ( ) �2
2 · X1
Effective angular rotationIf the pin distance X1 is given, the effective angular rotation of the angularexpansion joints (�e) is calculated as follows if the system is 50% pretensioned:
Anchor point connection forces
Bending moments of angular expansion jointsIn order to calculate the bending moments and forces, the absolute value ofthe effective angular rotation (i.e. without signs) must be used in the followingequation:
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Bending moments at the connection points
FX = 2000 · (MBY )
X1
FY = 2000 · (MBX )
X1
MAY1 = MBY + FX · I1
1000
MAY2 = MBY + FX · I2
1000
MAX1 = MBX + FY · I1
1000
MAX2 = MBX + FY · I2
1000
Forces at the connection points
l1,2 = distance from bellow’s center to connection point [mm] Ca = angular spring rate [Nm/°]Cr = hinge friction [Nm/bar]Cb = angular reaction force [Nm/(bar°)]FX,Y = displacement force in X, Y-direction [N] MAX,Y1,2 = moment at the connection point [Nm] MBX,Y = bending moment of the expansion joint [Nm] p = operating overpressure [bar]
If the system is pretensioned at 50%, the moments and forces have differentsigns in the pretensioned position and operation position of the system.
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5.6.3.9 Three pin gimbal L-system
W1 = 1 angular expansion joint (angular rotation on one plane)W2,3 = 1 gimbal expansion joint each (angular rotation on circular plane)
The expansion of the connecting points, e.g. in turbine nozzles, should beadded to the thermal expansion of the pipe section �1, �2, oder �3 if bothmove in the same direction and should be subtracted if they move in oppo -site directions.
Effective angular rotationIf the pin distances X1 and X3 are given, the effective angular rotation of theangular expansion joints (�1, �2, �3) is calculated as follows if the system is50% pretensioned:
W2
W1
W3
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X1,2,3 = center-to-center distance of the bellows [mm]�e1,2,3,x,y = effective angular rotation of one bellow [°]�zul = permissible angular rotation of one bellow [°]�1,2,3 = movement of the pipeline [mm]
At 100% and at 0% pretension, the rotation angle of the angular expansionjoints doubles, but only in one direction. In these cases, the effective anglesof rotation (�e1,2,3,x,y) must be multiplied by 2.
In general:X1 and X3 should be as long as reasonably possible, X2 as short as possible.
�e1 = ± arcsin ( ) �1
2 · X1
�e1 = ± (�e1 + �e3y)
�e3y = ± arcsin ( ) �1 · X2 + �2 · X1
2 · X1 · X3
�e2x = �e3y = ± arcsin ( ) �3
2 · X3
�e2 = ± (�e2x2 + �e2y2)
�e3 = ± (�e3x2 + �e3y2)
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Anchor point connection forces
Bending moments of angular expansion jointsIn order to calculate the bending moments and forces, the absolute value ofthe effective angular rotation (i.e. without signs) must be used in the followingequation:
Forces at the connection points
MB1Y = Cr · p + Ca · �e1 + Cb · p · �e1
MB2Y = Cr · p + Ca · �e2y + Cb · p · �e2y
MB3Y = Cr · p + Ca · �e3y + Cb · p · �e3y
MB2X = Cr · p + Ca · �e2x + Cb · p · �e2x
MB3X = Cr · p + Ca · �e3x + Cb · p · �e3x
FX = 1000 · (MB2Y + MB3Y)
X3
FY = 1000 · (MB2X + MB3X)
X3
M0 = MB2Y + FX · X2
1000
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Bending moments at the connection points
l1,2,3 = distance from bellow’s center to connection point [mm] Ca = angular spring rate [Nm/°]Cr = hinge friction [Nm/bar]Cb = angular reaction force [Nm/(bar°)]FX,Y,Z = displacement force in X, Y, or Z-direction [N] MAX,Y,Z,1,2 = moment at the connection point [Nm] MB1,2,3,X,Y = bending moment of the expansion joint [Nm] p = operating overpressure [bar]
If the system is pretensioned at 50%, the moments and forces have differentsigns in the pretensioned position and operation position of the system.
FZ = 1000 · (MB1Y + M0)
X1
MAY1 = -MB1Y - FZ · I1
1000
MAY2 = MB3Y + FX · I2
1000
MAX1 = -MB2X - FY · X2
1000
MAZ1 = FY · X1 + I11000
MAZ2 = -FX · [Nm]I3
1000
MAX2 = -MB3X - FY · + FZ · I2
1000
I31000
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5.7 Lateral expansion joints
Lateral expansion joints work in the same way angular expansion joints do, utilizing the angular rotation of the steel bellows. The movement capacitydepends on the construction length of the bellows and their center-to-centerdistance. The longer the distance between the bellows, the larger is the lateralmovement capacity (fig. 1).
A longer center-to-center distance also results in lower displacement forces ofthe expansion joint. Lateral expansion joints are independent expansionsystems in contrast to angular expansion joints. They are practically a two pinsystem. Lateral expansion joints are usually installed with 50% pretension. Thisis accomplished by pre-stressing the entire pipe system after the expansionjoint is installed. The pretension rate can be determined from the pretensiondiagram in section 11.3.1.
The special features of lateral expansion joints are:1. very low anchor loads as the tie bars restrain the pressure thrust resulting
from internal pressure.2. large movement capacities3. less demanding regarding pipe supports/ guides
Even pipe hangers might be acceptable.
Fig. 1
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Depending on their capacity to compensate different movements, we distin-guish between two basic types of lateral expansion joints:
Expansion joints with lateral Expansion joints with lateral movement capacity in one plane. movement capacity in circular plane.
TypesUniversal expansion joints using tie rods and washer nuts to restrain the pres-sure thrust forces represent the simplest design of lateral expansion joints.
For higher pressure conditions, the use of lateral expansion joints, type gimbalexpansion joint or two angular gimbal expansion joints in a system is recom-mended, if the compensation of movements in circular plane is required.
Expansion joints that are suited to compensate for lateral movements in circu-lar plane are also recommended for protecting pipe systems from vibrationsgenerated by pumps, compressors or other engines (fig. 4)
Fig. 2 Fig. 3
Fig. 4 Fig. 5
lateral vibrationsvibrations in any direction
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If the unit is firmly mounted to its foundation, the installation of one lateral expan-sion joint in both the suction and discharge pipe is sufficient (fig. 4). If tied univer-sal expansion joints are used, the installation of additional lock washers should beconsidered in anticipation of compression forces caused by vacuum that mightoccur in the suction pipe. If the unit, however, is mounted on flexible supportssuch as spring or rubber mountings, then the vibrations occur in all directions. Inthis case, an additional angular or lateral expansion joint must be installed (fig. 5).The same rule is applied in earthquake areas.
Another option is the installation of a three pin L-system comprising one lateraland one single hinged expansion joint. To allow the elbow between the expansionjoints to rotate without forcing the tie rods to release from their tied position, it is to be assured that the positioning of the tie rod of the lateral expansion joint corresponds to the positioning of the pins of the single hinged unit (fig. 6).
High energy and high frequency vibrations of the pipeline that are caused byturbulent flow after safety blow-down valves, shut-down valves or pressurereducers or vibrations (pulsation) in the gas or liquid column itself cannot becompensated for.
Fig. 6
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The pipe supports/ guides must comply with the following requirements:• support the weight of the pipeline and the weight of the expansion joints• guide the pipeline in its axis• provide sufficient clearance s to allow free pipe movement from the uncom-
pensated thermal expansion �L of the pipe section L and from the arc heighth (fig. 7) without causing the guide to jam.
Short pipe routings typical for power station piping usually do not require pipeguides. The weight of the pipe sections should be supported by suitable pipehangers in a way that they do not hinder the movement of the expansion joint.
s ≥ h + �L
Pipe supports, guides, anchorsTo ensure correct compensation of thermal expansion by the lateral expansionjoint, pipe anchors and pipe supports must be installed to define the amountand direction of the thermal expansion. According to the peripheral conditionsof the installation, this can be achieved by placing two pipe guides adjacent tothe elbows on each side of the expansion joint with anchors further away fromthe location of the expansion joint (fig. 7) or by the installation of one anchorand one pipe guide in the afore mentioned poisitions (fig. 8).
Fig. 7 Fig. 8
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As a result of the deflection of a lateral expansion joint, a bending moment anda force occur and load the anchors. The moment and force are caused by thebellows spring rate and by the friction of the hinges. In longer pipe routingswith several guides between expansion joint and anchor, the bending momentwears off almost completely until the connection point. The pressure thrustfrom the internal pressure and the effective cross section of the bellows arerestrained by the hinged hardware.
All formulae refer to a 50% pretension of the pipe movement � to compensatefor, which means that the lateral expansion joint will be deflected by the amount of ±�/2.In case of 100% or 0% pretension, the amount of 2 x � should be used in theequation.
Resulting movement
� = �1 + �2
5.7.1 System calculation
5.7.1.1 Lateral expansion joints for movement compensation on one plane
anchor point
pipe guide
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h = X1 - (X12 - 0.25 · �2)
± �zul = ± �lat · K� (tB) · KL
± �/2 ≤ ± �zul
Permissible movement capacityFollowing the recommendations explained in section 6.2 "Reduction", thepermissible lateral movement capacity ±�zul is determined taking intoaccount the nominal lateral movement capacity ±�lat as follows:
The effective pipe movement ± �/2 must be equal to or less than the permis-sible lateral movement capacity ± �zul:
Resulting arc heightAt the maximum lateral deflection (�/2) to one side, the vertical distance be -tween the bellows L1 is shortened by the amount of the arc height h which isdetermined as follows:
h = arc height [mm]� = resulting movement of the pipeline [mm]�1,2 = movements of the pipe sections 1 and 2 [mm]�lat = possible lateral movement of the expansion joint [mm]K� = reduction factor for movement capacity [-]X1 = center-to-center distance of the bellows [mm]KL = fatigue factor [-]
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MY1 = FX · 0.5 · X1 + I1
1000
MY2 = FX · 0.5 · X1 + I2
1000
FX = displacement force in X-direction [N] L = length of the pipeline [m]g = weight per meter of the pipeline including medium and insulation
[kg/m]µ = friction coefficient [-]� = resulting movement of the pipeline [mm]Cy = lateral spring rate [N/mm]Cr = hinge friction [N/bar]p = operating overpressure [bar]
Bending moments at the connection points
MY1,2 = moments at the connection points [Nm] FX = displacement force in X-direction [N] X1 = center-to-center distance of the bellows [mm]l1,2 = distance from bellows center to connection point [mm]
FX = Cr · p + Cy · +g · L · µ · 10�
2
The arc height h and the uncompensated thermal expansion of the pipe sec-tion in the expansion joint axis must be compensated by sufficient clearanceor the bending of the pipe sections.
Forces at the connection points
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5.7.1.2 Lateral expansion joint for movement compensation in any direction perpendicular to its axis
All formulae refer to 50% pretension of the pipe movement �1 and �2 tocompensate for, which means that the lateral expansion joint will be deflect -ed in both, the pretensioned and operating position, by the amount of ±�/2.
Resulting expansion
87
Permissible movement capacityFollowing the recommendations explained in section 6.2 "Reduction", thepermissible lateral movement capacity ±�zul is determined taking intoaccount the nominal lateral movement capacity ±�lat as follows:
±�zul = ±�lat · K� (tB)· KL
� = �12 + �22
0.5 · X1 + I11000
anchor point
pipe guide
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FX = Cr · p + Cx · +g · L · µ · 10�
2
FY = Cr · p + Cy · +g · L · µ · 10
±�/2 ≤ ±�zul
� ≤ �zul
h = X1 – (X12 – 0,25 · �2)
h = arc height [mm]� = resulting movement of the pipeline [mm]�1,2 = movements of the pipe sections 1 and 2 [mm]�lat = possible lateral movement of the expansion joint [mm]K� = reduction factor for movement capacity [-]X1 = center-to-center distance of the bellows [mm]KL = fatigue factor [-]
In case of 100% or 0% pretension, the amount of 2 x � should be used inthe equation for h.The arc height h and the uncompensated thermal expansion of the pipe sec-tion in the expansion joint axis must be compensated by sufficient clearanceor the bending of the pipe sections.
The effective pipe movement ± �/2 must be equal to or less than the permis-sible lateral movement capacity ± �zul:
In case of 100% or 0% pretension, the effective pipe movement � must beequal to or less than �zul.
Resulting arc heightAt the maximum lateral deflection (�/2) to one side, the vertical distance be -tween the bellows is shortened by the amount of the arc height h which isdetermined as follows:
Forces at the connection points
�
2
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FX,Y = displacement force in X- and Y-direction [N] L = length of the pipeline [m]g = weight per meter of the pipeline including medium and insulation
[kg/m]µ = friction coefficient [-]�1,2 = movements of the pipe sections 1 and 2 [mm]Cy = lateral spring rate [N/mm]Cr = hinge friction [N/bar]p = operating overpressure [bar]
Bending moments at the connection points
MX1,2 = moments at the connection points [Nm] MY1,2 = moments at the connection points [Nm] FX,Y = displacement force in X- and Y-direction [N] X1 = center-to-center distance of the bellows [mm]l1,2 = distance from bellows center to connection point [mm]
If the system is pretensioned at 50%, the bending moments and forces havedifferent signs in the pretensioned position and operation position of thesystem.
MX1 = FY · 0.5 · X1 + I1
1000
MX2 = FY · 0.5 · X1 + I2
1000
MY1 = FX · 0.5 · X1 + I1
1000
MY2 = FX · 0.5 · X1 + I2
1000
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5.7.1.3 Lateral expansion joints in three pin systemsThe section "Angular expansion joints" describes different three pin expansionsystems, comprising each three angular expansion joints.If the center-to-center distance between the joints is short due to restrictedspace conditions, it is often more economical to use one lateral expansionjoint instead of two angular units installed in tandem.
If tied universal expansion joints with tie rods or cardanic hinges are used,these joints must be installed with the correct positioning of the restraininghardware to allow the joints to rotate in an angular direction (fig. 9) around the same axis as the single hinged expansion joint in the system. The line between the tie rods must be parallel to the line between the hinges.
Lateral expansion joints used in three pin systems are not allowed tohave more than two tie rods or bars. Three or more tie rods/ bars will notallow an angular rotation of the individual bellows of a lateral joint.
In order to apply the design calculations of three pin expansion systems tosystems comprising a lateral expansion joint, the spring rates and displace-ment forces of the lateral expansion joint must be converted into an equiva-lent bending spring rate and bending moments of two substitute angularjoints.These two substitute angular expansion joints represent the lateral expansionjoint in the design calculation of the expansion system.
The following conversion applies for tied universal expansion joints with tierods only as an approximate, since the distance between the spherical washers is not equal to the center-to-center distance between the bellows.Please contact us if exact calculation is required.
Fig. 9
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The angular spring rate Ca of the substitute angular expansion joint is deter-mined by the lateral spring rate CY of the lateral expansion joint as follows:
The angular hinge friction Cr of the substitute angular expansion joint is deter-mined by the lateral friction Cr(lat) of the lateral expansion joint as follows:
The additional angular moment Cb of the substitute angular expansion joint isdetermined by the additional lateral force Cb(lat)) of the lateral expansion jointas follows:
The permissible angular rotation ±�zul of the substitute angular expansion jointis determined by the permissible lateral movement capacity �zul as follows:
Ca = angular spring rate [Nm/°]Cy = lateral spring rate [N/mm]Cr = hinge friction [Nm/bar]Cr(lat) = lateral friction [N/bar]Cb = angular reaction force [Nm/(bar°)]Cb(lat) = pulling force due to internal pressure and deflection [N/(bar mm)]X3 = center-to-center distance of the bellows [mm]
Ca = CY · X12 · · 10-3π
360
Cr = Cr(lat) · X1
2000
Cb = Cb(lat) · X12 · · 10-3π
360
±�zul = ± arcsin�zul
X1
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The application of universal expansion joints is essential wherever large move-ments in axial as well as in lateral direction occur. Consisting of two multi-plybellows made of stainless steel connected by an intermediate tube, they areeither available with welded-on flanges or with weld ends.
BOA universal expansion joints in a truck exhaust system.
Whilst installing BOA universal expansion joints, there are three points to beobserved which are of outmost importance for the proper functioning of theexpansion joint:
Anchors:• The pipe section which has to be compensated must be firmly fastened with
anchors at both ends• To calculate the anchors, the axial forces must be considered (sum of the
spring rate of the expansion joint, reaction force and frictional force of thepiping), as well as the lateral forces (displacement force).
• The reaction force is the product of the effective area of the bellows and thepipe pressure (test pressure).
• The displacement force is the product of lateral and axial spring rates andmovement.
5.8 Universal expansion joints
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Pipe guides• No pipe weight should rest on the expansion joint.• Pipe guides have to be installed where a straight pipe routing is wanted (see
installation example).The pipe guides installed adjacent to the expansion joint must be strongenough to withstand the forces imposed on them from the expansion joint.
PretensionThe indicated axial and lateral movements must not be exceeded. In case ofasymmetrical movements, the axial or lateral displacement capacity can nolonger be fully used. Hence the expansion joint has to be pretensioned into theposition which corresponds to the installation temperature. As the temperature of the pipe at the moment of the installation seldomcorresponds to the lowest operating temperature, it is advisable to indicate somepretension values into the installation plans for several temperature levels.
TorsionThe expansion joints should never be subject to torsion. This is especially tobe considered when welding the counter flanges onto the pipe end.
Installation examples:
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Movement splitting axial / lateralThe movements indicated in the tables are maximum values. In order toachieve the full load cycles required, only one of the movements can be fullyused. If axial and lateral movements occur simultaneously, the allowed combinationhas to be determined by the following diagram:
The maximum movements, taken from the diagram, form the corners of thetriangle (or the movement limiting line) within any movement combination canbe established for the given full load cycles.
Calculation examplegiven: Type UFS 6-20, DN200, 1000 full load cyclesrequested: lateral movement ± 40mm
Proceedinga) Mark the values of the maximum axial and lateral movement for 1000 full
load cycles, taken from the dimension table, onto the X- and Y-axis.maximum axial movement = ± 46 mmmaximum lateral movement = ± 77 mm
b) By connecting these two points, the movement triangle is obtained (movement limiting line)
c) Mark the requested lateral movement (if the movement distribution is asymmetrical, take the maximum lateral movement part). At the intersection with the movement limiting line, the maximum permissible axial movement of ± 22 mm can be determined.
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So the expansion joint type UFS 6-20, DN 200, allows simultaneous axial move-ment of ± 22 mm, in addition to the requested lateral movement of ± 40 mm.
Calculation of the pretensionMovement formula:
Pretension formula:
tmin = minimum temperature [°C]tmax = maximum temperature [°C]te = installation temperature [°C]
Exampleaxial movement = ± 22 mmlateral movement = ± 40 mmtmin = 0 °Ctmax = 120 °Cte = 20 °C
H = movement = total movement [mm]
pretension = H - [mm] H · (te - tmin)
tmax - tmin
axial pretension = 20 - = 14,67 mm = 14,7 mm 44 · (20 - 0)
120 - 0
lateral pretension = 40 - = 26,67 mm = 26,7 mm 80 · (20 - 0)
120 - 0
ˆ
ˆ
H
2
44
2
80
2
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6 Standard programme
6.1 General
BOA expansion joints are especially suitable to compensate for thermalexpansions and minor misalignment during installation. BOA expansion jointapplications offer the following advantages:
• Over 50 years experience in manufacturing expansion joints• Multi-ply construction of the bellows, made of high-grade stainless steel
(1.4571 and 1.4541), which means high resistance against ageing, temperature, UV-rays and most of aggressive media.
• Very low spring rate due to the multi-ply construction of the bellows.• Large movements at short built-in lengths.• Thanks to our generous stock-holding, several nominal diameters and
pressure ranges of the different types are available at short time. These preferred series are grey-shaded in the tables.
Inner sleeveInner sleeves protect the bellows from vibrations caused by the media. Theinstallation of an inner sleeve is recommended in the following cases:
• abrasive media• large temperature differences• flow rates higher than ca. 8 m/s for gaseous media• flow rates higher than ca. 3 m/s for liquid media
The marking for the execution with inner sleeve for axial expansion joints (typeW, FS, FB), angular (AWT) and gimbal expansion joints (KAWT) is the following:Expansion joint types marked with * are available either with or without innersleeve (extra charge for inner sleeve). Because of their short length, expan -sion joint types marked "B" do not need an inner sleeve. Types designated"L" are only available with inner sleeves.
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Example:Type FS16-3B = basic version without inner sleeveType FS16-3L = basic version with inner sleeveType FS16-2* = basic version without inner sleeve, but may be equipped
with inner sleeve
Usually lateral and universal expansion joints must compensate for large amounts of lateral movements and vibrations. Therefore they are basically not in stalled with an inner sleeve. If an inner sleeve allowing large lateral movements is installed, inevitably the flow cross-section is considerably tight -ened. The resulting local acceleration of the flow medium very often is notaccepted. Nevertheless, on customer’s request, and for extra charge, an innersleeve may be installed.
While consulting the dimension tables of the expansion joints executed withflanges, please pay attention to the fact that the flanges are partly providedwith holes, partly with threads to take up the screws. The reason for is that theoutside diameter of the bellows comes to close to the hole diameter, so thatthe bolt head does not fit in.
Additional variants on requestObviously expansion joints may be designed and manufactured in variousother materials, pressure, movement and life time ranges.
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NOTEThe maximum permissible expansion capacity is indicated on the expansionjoint. It refers to 1000 load cycles (expansion joints conforming to EC stan-dards: 500 load cycles with safety factor 2). At higher load cycles, the expan -sion capacity must be reduced by the fatigue factor KL according to table 1.To determinate the exact fatigue factor KL, the following formula can be used:
98
6.2 Reduction
6.2.1 Expansion capacity
KL = (1000 / Ne)0.29
Load cycles Fatigue factor[Ne] [KL]
1'000 1.002'000 0.823'000 0.735'000 0.63
10'000 0.5130'000 0.3750'000 0.32100'000 0.26
200'000 0.221'000'000 0.1425'000'000 0.05
Tab. 1
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6.2.2 Temperature related movement and pressure reduction
NOTEThe admissible operating pressure is determined by the nominal pressure considering the reduction factor KP according to tab. 2. At higher temperatu-res, the expansion capacity K� has to be reduced according to the reductionfactors.
Temperature °C KP K�
-10...20 1.00 1.0050 0.92 0.97100 0.87 0.94150 0.83 0.92
200 0.79 0.90250 0.74 0.88
300 0.67 0.86350 0.60 0.85400 0.53 0.84
1) linear interpolation for intermediate values
Reduction factors 1) for pressure[KP] and expansion capacity [K�]
Tab. 2
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6.3 BOA Axial expansion joints
6.3.1 BOA Axial expansion joints with flanges
Type FS• Expansion joints of type FS are equipped with flanges firmly welded onto
the bellows.• As a standard, flanges are made of carbon steel and are primer coated.• As a standard, expansion joints of type FS are manufactured in nominal dia-
meters from DN 15 until DN 1000 mm and in pressure ranges of PN 6, 10,16, 25 and 40.
• The execution type I or II is indicated in the last column of the standardtables (see fig.).
Execution IAll types with * and B are manufactured accordingly.
Execution IIOnly available with inner sleeve.
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Type FB• Expansion joints of type FB are equipped with movable flanges. The inside
medium is only in contact with the austenitic bellows material.• As a standard, flanges are made of carbon steel and galvanized, larger diame-
ters are primer coated.• As a standard, expansion joints of type FB are manufactured in nominal dia-
meters from DN 20 until 1000 mm and in pressure ranges of PN 6, 10 and 16.• The basic version of the expansion joint type FB is manufactured without
inner sleeve. Yet it can be equipped with it (for an extra charge).
Basic versionSupplementary designation B
Supplementary designation L
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6.3.2 Axial expansion joints with weld ends
Type W
• Expansion joints of type W are equipped with weld ends, firmly welded ontothe bellows.
• As a standard, the weld ends are made of carbon steel and are primer coated.
• As a standard, expansion joints of type W are manufactured in nominal dia-meters from DN 15 until 1000 mm and in pressure ranges of PN 6, 10, 16,25 and 40.
• The execution type I or II is indicated in the last column of the standardtables (see fig.).
Execution IAll types with * and B are manufactured accordingly.
Execution IIOnly available with inner sleeve.
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6.4 BOA Angular expansion joints
Angular expansion joints with weld ends
Type AWT• As a standard, expansion joints of type AWT are manufactured in DN 40
until DN 1000 mm and in pressure ranges of PN 16, 25 and 40. For PN 6and 10, standard executions of DN 350 until DN 1000 are available.
• The type designation is extended by the figure 1, 2, 3 and 4, depending onthe construction dimension. AWT6-1 means: short expansion joint for pres-sure ranges PN 6; AWT25-4 means: the longest expansion joint for pressureranges PN 25.
• As a standard, weld ends and tie rods are made of carbon steel and are primer coated.
• As special executions, angular expansion joints type AFS may be manufac-tured with fixed flanges, and those of type AFB with movable flanges.
• The execution type I or II is indicated in the last column of the standardtables (see fig.).
Execution IOnly available without inner sleeve.
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Execution IIOptionally available with or without inner sleeve.
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6.5 BOA Lateral expansion joints
6.5.1 Lateral expansion joints with flanges
Type LFS• Expansion joints of type LFS are equipped with flanges firmly welded onto
the bellows.• As a standard, expansion joints of type LFS are manufactured in nominal
diameters from DN 40 until DN 1000 mm and in pressure ranges of PN 6,10, 16, 25 and 40.
• High-grade, low-friction articulated system with tie rods made of carbonsteel and with ball joints.
• As a standard, flanges are made of carbon steel and are primer coated.• The variant with specially large lateral movement (execution II) is equipped
with an intermediate tube made of carbon steel.• The execution type I or II is indicated in the last column of the standard
tables (see fig.).
Execution ILateral expansion joint with integrated intermediate tube.
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Execution IILateral expansion joint with attached intermediate tube
Type LFB• Expansion joints of type LFB are equipped with movable flanges. The inside
medium is only in contact with the austenitic bellows material.• As a standard, expansion joints of type LFB are manufactured in nominal
diameters from DN 40 until DN 300 mm and in pressure ranges of DIN PN 6,10, 16 and 25.
• As a standard, flanges are made of carbon steel and are primer coated.• High-grade, low-friction articulated system with tie rods made of carbon
steel and with ball joints.• The variant with specially large lateral movement (execution II) is equipped
with an intermediate tube made of carbon steel.• The execution type I or II is indicated in the last column of the standard
tables (see fig.).
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Execution ILateral expansion joint with integrated intermediate tube.
Execution IILateral expansion joint with attached intermediate tube
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6.5.2 Lateral expansion joint with weld ends
Type LW• Expansion joints of type LW are equipped with flanges firmly welded onto
the bellows.• As a (BOA) standard, expansion joints of type LWT with cardan joint are
manufactured in nominal diameters from DN 350 until DN 1000 mm and inpressure ranges of DIN PN 6, 10, 16, 25 and 40.
• High-grade, low-friction articulated system with tie rods made of carbonsteel and with ball joints.
• As a standard, weld ends and flanges are made of carbon steel and are primer coated.
• The variant with specially large lateral movement (execution II) is equippedwith an intermediate tube made of carbon steel.
• The execution type I or II is indicated in the last column of the standardtables (see fig.).
Execution ILateral expansion joint with integrated intermediate tube.
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Execution IILateral expansion joint with attached intermediate tube.
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Execution IOnly available without inner sleeve.
Execution IIOptionally available with or without inner sleeve.
6.6 BOA Gimbal expansion joints
Gimbal expansion joints with weld ends
Type KAWT• As a standard, expansion joints of type KAWT are manufactured in nominal
diameters from DN 40 until 1000 mm and in pressure ranges of PN 6, 10,16, 25 and 40.
• As a standard, weld ends and tie rods are made of carbon steel and are primer coated.
• As special executions, gimbal expansion joints may be manufactured withfixed or movable flanges.
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6.7 BOA Universal expansion joints
6.7.1 Universal expansion joints with flanges
Type UFS• Expansion joints of type UFS are equipped with flanges firmly welded onto
the bellows.• As a standard, expansion joints of type UFS are manufactured in nominal
diameters from DN 40 until 1000 mm and in pressure ranges of PN 6, 10, 16and 25.
• As a standard, flanges are made of carbon steel and are primer coated.• The variant with specially large lateral movement (execution II) is equipped
with an intermediate tube made of carbon steel.• The execution type I or II is indicated in the last column of the standard
tables (see fig.).
Execution IUniversal expansion joint with integrated intermediate tube.
Execution IIUniversal expansion joint with attached intermediate tube.
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Type UFB• Expansion joints of type UFB are equipped with movable flanges. The inside
medium is only in contact with the austenitic bellows material.• As a standard, expansion joints of type UFB are manufactured in nominal
diameters from DN 40 until DN 300 mm and in pressure ranges of DIN PN 6,10, 16 and 25.
• As a standard, flanges are made of carbon steel and are primer coated.• The variant with specially large lateral movement (execution II) is equipped
with an intermediate tube made of carbon steel.• The execution type I or II is indicated in the last column of the standard
tables (see fig.).
Execution IUniversal expansion joint with integrated intermediate tube.
Execution IIUniversal expansion joint with attached intermediate tube.
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Execution IUniversal expansion joint with integrated intermediate tube.
6.7.2 Universal expansion joints with weld ends
Type UW• Expansion joints of type UW are equipped with weld ends, firmly welded
onto the bellows.• As a standard, expansion joints of type UW are manufactured in nominal
diameters from DN 40 until DN 1000 mm and in pressure ranges of DIN PN 6, 10, 16 and 25.
• As a standard, weld ends are made of carbon steel and are primer coated.• The variant with specially large lateral movement (execution II) is equipped
with an intermediate tube made of carbon steel.• The execution type I or II is indicated in the last column of the standard
tables (see fig.).
Execution IIUniversal expansion joint with attached intermediate tube.
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6.8 BOA Low pressure expansion joints
BOA low pressure expansion joints are specially built for applications whereat low pressures (up to 3.0 bar at 20°C) large movements are to be absorbed. In the following application fields, low pressure expansion joints have provedto be successful:• any kind of flue gas piping• exhaust gas pipes behind internal combustion engines, especially emergen-
cy power generators and heat/ load couplings.• sewage and water treatment systems.
General• The multi-ply design results in a very low spring rate and therefore very
small displacement forces.• Designed for operating pressures up to 3.0 bar at 20°C. Considering the
reduction factors (see reduction table), operating pressures of 2.03 bar at300°C, or 1.81 bar at 500°C are allowable.
• Higher temperatures are allowed due to the high quality of the materialused. Temperature range: from –180°C up to 500°C. If the entire expansionjoint is made of austenitic steel, then the permissible temperature raises to700°C (for dry and pressure-free media).
• Vacuum installations are allowed up to 300 mbar (700mbar abs.).• The indicated movements are meant for 1000 full load cycles at 20°C.
(CE-marking 500 full load cycles with safety factor 2)
Reduction factors for pressure and movement at higher temperaturesThe reduction factors for movements are related to a constant cycle numberof 1000.
29.3_UK_Kap_06.qxp:UK_02_Kap_06.qxp 30.10.2009 14:46 Uhr Seite 114
Calculation example:given: Type EXW, DN 300, axial movement ±59 mm, lateral ±10 mm
operating temperature 350°Crequested: possible movement at 350°C
Proceeding:Reduction factor of movement at 350°C according to table = 0.827
Axial movement = ±59 mm · 0.827 = ±48.7 mm
Lateral movement = ±10 mm · 0.827 = ±8.3 mmThe operation pressure is 1.91 bar
115
Temperature Pressure Reduction factor of movement[°C] [bar] [-]
20 3.00 1.00050 2.74 0.96075 2.64 0.945
100 2.56 0.930125 2.49 0.915150 2.42 0.900175 2.37 0.895
200 2.31 0.890225 2.22 0.873250 2.14 0.857275 2.09 0.849
300 2.03 0.840325 1.97 0.834350 1.91 0.827375 1.90 0.821
400 1.89 0.815425 1.87 0.811450 1.85 0.807475 1.83 0.803
500 1.81 0.800550 1.38 0.720
600 1.00 0.630650 0.58 0.580
700 0.30 0.540
29.3_UK_Kap_06.qxp:UK_02_Kap_06.qxp 30.10.2009 14:46 Uhr Seite 115
116
Execution EXF
Execution EXUF
6.8.1 Low pressure expansion joints with flanges
Types EXF and EXUF• Expansion joints of types EXF and EXUF are equipped with movable
flanges, floating flange construction both sides drilled according to DIN PN 6.
• The inside medium is only in contact with the austenitic bellows material.• Thanks to the movable flanges, types EXF and EXUF are units easy to fit
and therefore ideal as replacement units in existing systems.• As a standard, the flanges are made of carbon steel.
29.3_UK_Kap_06.qxp:UK_02_Kap_06.qxp 30.10.2009 14:46 Uhr Seite 116
117
Execution EXW
Execution EXUW
6.8.2 Low pressure expansion joints with weld ends
Types EXW and EXUW• The two weld ends (up to DN 400) are entirely made of austenitic steel
(1.4571). At higher DN (from 450), the weld ends are made of carbon steel.• Tight resistance welding for the connection bellows - weld ends.• The diameters of the weld ends are metric as a standard (see table), yet they
are easily to expand into ISO dimensions. Please let us know the requestedconnection dimension when ordering.
29.3_UK_Kap_06.qxp:UK_02_Kap_06.qxp 30.10.2009 14:46 Uhr Seite 117
118
DN: 1⁄2" until 2". For larger pipe dimensions, expansion joints of type W areused.
Pressure:Dimension 1⁄2" until 11⁄4" PN 16Dimension 11⁄2" until 2" PN 10For higher pressures, expansion joints of type W are used.
Endurance: 5000 full load cycles at 25 mm movement (1000 full load cycles at 45 mm movement)
Temperature resistance: up to 450°C
6.9 BOA Small expansion joints
6.9.1 Small expansion joint Type Za:
Execution with weld ends, delivered in pretensioned condition. The main ele-ment of this small expansion joint is the multi-ply bellows made of austeniticsteel. The two weld ends are made of carbon steel. The inner sleeve is rein -forced and therefore also acting as a guiding tube. The outside sleeve pro-tects the bellows from peripherical influences. All connections are welded.
TL
29.3_UK_Kap_06.qxp:UK_02_Kap_06.qxp 30.10.2009 14:46 Uhr Seite 118
119
6.9.2 Small expansion joint Type Ga:
Drinking water resistant execution, torsion-proof design, delivered in preten-sioned condition. All connections are welded. The main element of this smallexpansion joint is the bellows made of austenitic steel. Both weld end attach-ments are male threaded. The inner sleeve is reinforced and therefore alsoacting as a guiding tube. The hexagonal outside sleeve is strong enough to behold with a wrench during the installation.
DN: 1⁄2" until 2". For larger pipe dimensions, expansion joints of type FB areused.
Pressure: PN 16. For higher pressures, expansion joints of type FB are used.
Endurance: 5000 full load cyclesTemperature resistance: up to 450°C
ain ele-tenitic
s rein -pro-
ded.
TL
29.3_UK_Kap_06.qxp:UK_02_Kap_06.qxp 30.10.2009 14:46 Uhr Seite 119
120
6.9.3 Small expansion joint Type I:
Drinking water resistant execution, torsion-proof design, delivered in preten-sioned condition. All connections are welded. The main element of this smallexpansion joint is the bellows made of bronze. Both attachments are equip-ped with inner brazed end. The inner sleeve is reinforced and therefore alsoacting as a guiding tube. The outside sleeve protects the bellows from peri-pherical influences. The small expansion joint is suited for taking up axialmovements.
DN: 15 up to 42. For larger pipe dimensions, expansion joints of type FB areused.
Pressure: PN 16. For higher pressures, expansion joints of type FB are used.
Endurance:DN 15–28: 1000 full load cyclesDN 35–42: 5000 full load cycles
Temperature resistance: up to 180°C
29.3_UK_Kap_06.qxp:UK_02_Kap_06.qxp 30.10.2009 14:46 Uhr Seite 120
121
6.10 Axial expansion joints for Mannesmann Pressfitting System
Materials – Type 7179 00X-MSBellows: stainless steel 1.4571Weld ends: carbon steelInner sleeve and protecting tube: carbon steelConnection unit: carbon steel
Materials – Type 7179 00X-MEBellows: stainless steel 1.4571Weld ends: stainless steel 1.4571Inner sleeve and protecting tube: 1.4571 or 1.4404Connection unit: 1.4404
Permissible operating conditions:System "heating": maximum operating pressure 16 bar
maximum temperature 110°C
System "sanitary": maximum operating pressure 16 barmaximum temperature 85°C (according to DIN 1988) or 110°C
FB are
e used.
29.3_UK_Kap_06.qxp:UK_02_Kap_06.qxp 30.10.2009 14:46 Uhr Seite 121
122
6.11 Axial steel expansion joints
Equipped with threaded sockets with or without proctecting tube, suitable tocompensate for axial movement without pretension, lateral movement or toabsorb vibrations.
Materials – Type 7160 00S-TIBellows: stainless steel 1.4571Spacer sheets: stainless steel 1.4301Screwed ends: malleable cast iron,galvanizedGasket: Klingersil C-4400Maximum operating temperature:300°C
Materials – Type 7160 00S-RIBellows: stainless steel 1.4571Spacer sheets: stainless steel 1.4301Screwed ends: gunmetal 2.1906Gasket: Klingersil C-4400Maximum operating temperature:225°C
Materials – Type 7160 00S-TABellows: stainless steel 1.4571Spacer sheets: stainless steel 1.4301Screwed ends: malleable cast iron,galvanizedGasket: Klingersil C-4400Maximum operating temperature:300°C
Materials – Type 7160 00S-RABellows: stainless steel 1.4571Spacer sheets: stainless steel 1.4301Screwed ends: gunmetal 2.1906Gasket: Klingersil C-4400Maximum operating temperature:225°C
Type 7160 00S-TI /RI Type 7160 00S-TA /RA
29.3_UK_Kap_06.qxp:UK_02_Kap_06.qxp 30.10.2009 14:46 Uhr Seite 122
123
Materials – Type 7162 00S-TIBellows: stainless steel 1.4571Spacer sheets: stainless steel 1.4301Screwed ends: malleable cast iron,galvanizedGasket: Klingersil C-4400Protecting sleeve: carbon steel, galvanized, soft soldered Maximum operating temperature:180°C
Materials – Type 7162 00S-RIBellows: stainless steel 1.4571Spacer sheets: stainless steel 1.4301Screwed ends: gunmetal 2.1906Gasket: Klingersil C-4400Protecting sleeve: brass, soft solderedMaximum operating temperature:180°C
Materials – Type 7162 00S-TABellows: stainless steel 1.4571Spacer sheets: stainless steel 1.4301Screwed ends: malleable cast iron,galvanizedGasket: Klingersil C-4400Protecting sleeve: carbon steel, galvanized, soft soldered Maximum operating temperature:180°C
Materials – Type 7162 00S-RABellows: stainless steel 1.4571Spacer sheets: stainless steel 1.4301Screwed ends: gunmetal 2.1906Gasket: Klingersil C-4400Protecting sleeve: brass, soft solderedMaximum operating temperature:180°C
Type 7162 00S-TI /RI Type 7162 00S-TA /RA
29.3_UK_Kap_06.qxp:UK_02_Kap_06.qxp 30.10.2009 14:46 Uhr Seite 123
124
Materials – Type 7160 00S-LFBellows: stainless steel 1.4571Spacer sheets: stainless steel1.4301Brazing fitting: gunmetal 2.1906Gasket: Klingersil C-4400Maximum operating temperature:225°C
Type 7160 00S-LF and 7162 00S-LF (gunmetal)With brazing fittings, with or without protecting tube, suitable to compensatefor axial movement without pretension, lateral movement or to absorb vibra-tions.
Materials – Type 7162 00S-LFBellows: stainless steel 1.4571Spacer sheets: stainless steel 1.4301Brazing fittings: gunmetal 2.1906Gasket: Klingersil C-4400Protecting sleeve: brass, soft solderedMaximum operating temperature:180°C
29.3_UK_Kap_06.qxp:UK_02_Kap_06.qxp 30.10.2009 14:46 Uhr Seite 124
125
page
BOA Type FS PN6 126PN10 130PN16 134PN25 138PN40 142
BOA Type FB PN6 145PN10 148PN16 151
BOA Type W PN6 154PN10 158PN16 162PN25 166PN40 170
BOA Type AWT PN6 174PN10 176PN16 178PN25 180PN40 182
BOA Type LFS PN6 184PN10 187PN16 190PN25 193PN40 196
BOA Type LFB PN6 198PN10 200PN16 202PN25 204
BOA Type LW PN6 206PN10 209PN16 212PN25 215PN40 218
BOA Type KAWT PN6 220PN10 222PN16 224PN25 226PN40 228
BOA Type UFS PN6 230PN10 232PN16 234PN25 236
BOA Type UFB PN6 238PN10 240PN16 242PN25 244
BOA Type UW PN6 246PN10 248PN16 250PN25 252
BOA Type EXF PN2.5 254EXUF PN2.5 256EXW PN2.5 258EXUW PN2.5 260
BOA Small exp. joints Type Za 262Type Ga 263Type I 264
BOA TypeAxial expansion joints7179/00X-MS/ME 266Axial steel expansion joints7160/7162 00S-TI /RI 268Axial steel expansion joints7160/7162 00S-TA/RA 270Axial steel expansion joint7160/7162 00S-LF 272
6.12 Tables standard programme
page
29.3_UK_Kap_06.qxp:UK_02_Kap_06.qxp 30.10.2009 14:46 Uhr Seite 125
126
BO
A T
ype
FSP
N6
DNTy
pe
15FS
6-26
*±
13
= 2
615
017
535
.080
1255
411
43.0
6.4
0.9
IFS
6-36
*±
18
= 3
616
220
234
.080
1255
411
52.0
6.0
0.9
I
20FS
6-26
*±
13
= 2
615
016
535
.090
1465
411
43.0
6.4
1.2
IFS
6-36
*±
18
= 3
616
218
734
.090
1465
411
52.0
6.0
1.3
I
25FS
6-28
*±
14
= 2
816
017
542
.010
014
754
1189
.09.
41.
6I
FS6-
38*
± 1
9 =
38
158
183
41.0
100
1475
411
54.0
9.1
1.6
I
32FS
6-30
*±
15
= 3
017
219
251
.012
014
904
1484
.015
.02.
2I
FS6-
40*
± 2
0 =
40
196
226
51.0
120
1490
414
121.
014
.22.
4I
40FS
6-30
*±
15
= 3
017
819
858
.013
014
100
414
90.0
19.5
2.4
IFS
6-44
*±
22
= 4
420
823
857
.013
014
100
414
125.
018
.52.
7I
FS6-
3L±
30
= 6
027
8-
68.0
130
1410
04
1456
.527
.03.
4II
50FS
6-1B
± 1
6 =
32
137
-81
.214
014
110
414
101.
039
.03.
0I
FS6-
40*
± 2
0 =
40
190
220
74.0
140
1411
04
1499
.031
.82.
9I
FS6-
3L±
32
= 6
427
8-
81.2
140
1411
04
1450
.539
.03.
8II
65FS
6-1B
± 1
9 =
38
137
-10
4.8
160
1413
04
1490
.066
.03.
7I
FS6-
54*
± 2
7 =
54
240
290
94.0
160
1413
04
1478
.052
.73.
9I
FS6-
3L±
38
= 7
627
8-
104.
816
014
130
414
45.0
66.0
4.8
II
80FS
6-1B
± 2
0 =
40
137
-11
8.5
190
1615
04
1810
1.0
84.0
6.1
I
Tota
l len
gth
Bello
ws
Flan
ge
TLTL
daD
bk
nd
CxA
m
Axial move-ment at 1000full load cycles
unrestraint/without innersleeve
unrestraint/with inner sleeve
Outside ∅
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Hole ∅
Effective areaof bellows
Weight *withoutinner sleeve
Execution
Spring rate�30%
mm
mm
mm
mm
mm
mm
mm
mm
N/m
mcm
2kg
Exec
utio
n l (
page
100
)Ex
ecut
ion
ll (p
age
100)
29.3_UK_Kap_06T01-FS.qxp:Kap_6_01_FS_Tab_UK.qxp 30.10.2009 14:51 Uhr Seite 126
FS6-
56*
± 2
8 =
56
240
290
105.
019
016
150
418
85.0
67.9
5.9
IFS
6-3L
± 4
0 =
80
278
-11
8.5
190
1615
04
1850
.584
.07.
5II
100
FS6-
1B±
22
= 4
413
6-
142.
121
016
170
418
102.
012
7.0
6.9
IFS
6-76
± 3
8 =
76
278
348
136.
021
016
170
418
90.0
115.
07.
4I
FS6-
3L±
44
= 8
827
4-
142.
121
016
170
418
51.0
127.
08.
7II
125
FS6-
1B±
22
= 4
413
8-
170.
824
018
200
818
129.
018
4.0
9.6
IFS
6-72
*±
38
= 7
228
533
515
8.0
240
1820
08
1810
3.0
159.
010
.0I
FS6-
3L±
44
= 8
827
6-
170.
824
018
200
818
64.5
184.
012
.6II
FS6-
92*
± 4
6 =
92
307
407
158.
024
018
200
818
125.
015
7.0
11.0
I
150
FS6-
1B±
17
= 3
413
8-
202.
026
520
225
818
228.
026
2.0
11.6
IFS
6-2*
± 3
5 =
70
198
198
202.
026
520
225
818
114.
026
2.0
13.7
IFS
6-92
*±
46
= 9
230
740
718
6.0
265
1822
58
1814
3.0
225.
013
.0I
FS6-
4L±
76
= 1
5237
4-
201.
026
520
225
818
61.0
262.
019
.4II
175
FS6-
1B±
21
= 4
216
0-
230.
029
522
255
818
199.
034
2.0
15.6
IFS
6-2*
± 3
7 =
74
205
205
230.
029
522
255
818
114.
034
2.0
18.2
IFS
6-3*
± 4
9 =
98
254
254
231.
029
522
255
818
138.
034
2.0
21.2
IFS
6-4L
± 7
9 =
158
384
-23
0.0
295
2225
58
1850
.034
2.0
24.6
II
200
FS6-
1B±
23
= 4
614
8-
256.
032
022
280
818
293.
043
4.0
16.0
IFS
10-6
0*±
30
= 6
031
537
025
7.0
340
2429
58
2240
0.0
410.
028
.0I
FS6-
4L±
78
= 1
5638
2-
255.
032
022
280
818
24.0
434.
023
.0II
250
FS6-
1B±
19
= 3
814
5-
311.
037
524
335
1218
264.
066
0.0
20.5
IFS
10-6
6*±
33
= 6
632
538
031
2.0
395
2635
012
2245
0.0
625.
036
.0I
FS6-
4*±
92
= 1
8437
7-
315.
037
524
335
1218
78.0
660.
035
.5I
300
FS6-
1B±
21
= 4
215
1-
364.
044
024
395
1222
323.
091
1.0
27.5
IFS
10-7
0*±
35
= 7
032
538
036
3.0
445
2640
012
2250
0.0
870.
042
.0I
FS6-
4*±
96
= 1
9238
8-
365.
044
024
395
1222
70.0
911.
043
.1I
350
FS6-
1B±
20
= 4
014
3-
399.
049
026
445
1222
204.
011
01.0
39.0
IFS
10-7
2*±
36
= 7
232
538
039
5.0
505
2646
016
2255
0.0
1045
.055
.0I
FS6-
4*±
95
= 1
9037
8-
401.
049
026
445
1222
78.0
1103
.058
.0I
400
FS6-
1B±
22
= 4
414
9-
451.
054
028
495
1622
255.
014
17.0
47.0
IFS
10-7
6*±
38
= 7
633
539
044
5.0
565
2651
516
2660
0.0
1355
.066
.0I
FS6-
4*±
100
= 2
0039
3-
451.
054
028
495
1622
71.0
1413
.067
.0I
450
FS6-
1B±
23
= 4
615
1-
505.
059
528
550
1622
262.
017
98.0
53.0
IFS
6-2*
± 3
9 =
78
204
-50
5.0
595
2855
016
2215
7.0
1798
.059
.0I
127
29.3_UK_Kap_06T01-FS.qxp:Kap_6_01_FS_Tab_UK.qxp 30.10.2009 14:51 Uhr Seite 127
128
BO
A T
ype
FSP
N6
DNTy
pe
FS6-
3*±
61
= 1
2227
1-
505.
059
528
550
1622
98.0
1798
.064
.0I
FS6-
4*±
95
= 1
9037
8-
505.
059
528
550
1622
73.0
1794
.076
.0I
500
FS6-
1B±
26
= 5
215
9-
557.
064
530
600
2022
316.
021
95.0
62.0
IFS
10-8
0*±
40
= 8
033
539
555
0.0
670
2862
020
2670
0.0
2100
.089
.0I
FS6-
4*±
103
= 2
0640
1-
557.
064
530
600
2022
79.0
2195
.088
.0I
600
FS6-
1B±
29
= 5
817
1-
663.
075
530
705
2026
371.
031
45.0
80.0
IFS
10-8
0*±
40
= 8
034
540
065
2.0
780
2872
520
3090
0.0
3010
.010
4.0
IFS
6-4*
± 9
6 =
192
383
-66
3.0
755
3070
520
2693
.031
45.0
112.
0I
700
FS10
-74*
± 3
7 =
74
345
400
754.
089
530
840
2430
1100
.040
80.0
143.
0I
FS6-
2*±
44
= 8
822
0-
764.
086
024
810
2426
192.
042
24.0
89.0
IFS
6-3*
± 6
2 =
124
280
-76
4.0
860
2481
024
2613
7.0
4224
.097
.0I
800
FS6-
56*
± 2
8 =
56
259
439
912.
097
524
920
2430
963.
058
26.0
102.
0I
FS6-
114*
± 5
7 =
114
434
674
905.
097
524
920
2430
509.
057
75.0
114.
0I
FS6-
164*
± 8
2 =
164
479
779
890.
097
524
920
2430
403.
056
66.0
120.
0I
TLTL
daD
bk
nd
CxA
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
cm2
kg
Tota
l len
gth
Bello
ws
Flan
ge
Axial move-ment at 1000full load cycles
unrestraint/without innersleeve
unrestraint/with inner sleeve
Outside ∅
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Hole ∅
Effective areaof bellows
Weight *withoutinner sleeve
Execution
Spring rate�30%
Exec
utio
n l (
page
100
)Ex
ecut
ion
ll (p
age
100)
29.3_UK_Kap_06T01-FS.qxp:Kap_6_01_FS_Tab_UK.qxp 30.10.2009 14:51 Uhr Seite 128
129
900
FS6-
58*
± 2
9 =
58
259
439
1015
.010
7526
1020
2430
1066
.073
03.0
123.
0I
FS6-
116*
± 5
8 =
116
434
674
1008
.010
7526
1020
2430
561.
072
46.0
136.
0I
FS6-
164*
± 8
2 =
164
479
779
994.
010
7526
1020
2430
441.
071
24.0
142.
0I
1000
FS6-
56*
± 2
8 =
56
239
419
1120
.011
7526
1120
2830
1097
.089
48.0
136.
0I
FS6-
122*
± 6
1 =
122
379
629
1115
.011
7526
1120
2830
547.
088
98.0
151.
0I
FS6-
166*
± 8
3 =
166
419
719
1100
.011
7526
1120
2830
397.
087
61.0
159.
0I
pre
ferr
ed s
erie
sB
= w
ithou
t in
ner
slee
veL
= w
ith in
ner
slee
ve*=
op
tiona
lly w
ith/w
ithou
t in
ner
slee
ve
29.3_UK_Kap_06T01-FS.qxp:Kap_6_01_FS_Tab_UK.qxp 30.10.2009 14:51 Uhr Seite 129
130
BO
A T
ype
FSP
N10
Tota
lläng
eBa
lg
TLTL
daD
bk
nd
CxA
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
cm2
kg
Tota
l len
gth
Bello
ws
Flan
ge
Axial move-ment at 1000full load cycles
unrestraint/without innersleeve
unrestraint/with inner sleeve
Outside ∅
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Hole ∅
Effective areaof bellows
Weight *withoutinner sleeve
Execution
Spring rate�30%
Exec
utio
n l (
page
100
)Ex
ecut
ion
ll (p
age
100)
DNTy
pe
15FS
10-2
6*±
13
= 2
615
017
535
.095
1465
414
43.0
6.4
1.4
IFS
10-3
6*±
18
= 3
616
220
234
.095
1465
414
52.0
6.0
1.4
I
20FS
10-2
6*±
13
= 2
615
016
535
.010
516
754
1443
.06.
41.
9I
FS10
-36*
± 1
8 =
36
162
187
34.0
105
1675
414
52.0
6.0
1.9
I
25FS
10-2
8*±
14
= 2
816
017
542
.011
516
854
1489
.09.
42.
3I
FS10
-38*
± 1
9 =
38
158
183
41.0
115
1685
414
54.0
9.1
2.3
I
32FS
10-3
0*±
15
= 3
017
219
251
.014
016
100
418
84.0
15.0
3.3
IFS
10-4
0*±
20
= 4
019
622
651
.014
016
100
418
121.
014
.23.
5I
40FS
10-3
0*±
15
= 3
017
819
858
.015
016
110
418
90.0
19.5
3.6
IFS
10-4
4*±
22
= 4
420
823
857
.015
016
110
418
125.
018
.53.
9I
FS16
-3L
± 3
0 =
60
278
-68
.215
016
110
418
56.5
27.0
5.2
II
50FS
10-4
0*±
20
= 4
019
022
074
.016
518
125
418
99.0
31.8
5.1
IFS
10-5
0*±
25
= 5
020
624
674
.016
518
125
418
105.
031
.15.
3I
FS16
-3L
± 3
2 =
64
278
-81
.216
518
125
418
50.5
39.0
6.7
II
65FS
10-3
0*±
15
= 3
017
618
694
.018
518
145
418
90.0
53.1
6.1
IFS
10-5
6*±
28
= 5
625
430
493
.018
518
145
418
161.
051
.17.
0I
FS16
-3L
± 3
8 =
76
278
-10
4.8
185
1814
54
1845
.066
.07.
5II
80FS
10-3
0*±
15
= 3
017
618
610
5.0
200
2016
08
1898
.068
.27.
5I
29.3_UK_Kap_06T01-FS.qxp:Kap_6_01_FS_Tab_UK.qxp 30.10.2009 14:51 Uhr Seite 130
FS10
-56*
± 2
8 =
56
254
304
105.
020
020
160
818
175.
066
.08.
6I
FS16
-3L
± 4
0 =
80
278
-11
8.5
200
2016
08
1850
.584
.09.
3II
100
FS10
-56*
± 2
8 =
56
280
320
136.
022
020
180
818
216.
011
4.0
10.0
IFS
10-7
6*±
38
= 7
630
237
213
6.0
220
2018
08
1818
7.0
112.
011
.0I
FS16
-3L
± 4
4 =
88
276
-14
2.1
220
2218
08
1851
.012
7.0
11.5
II
125
FS10
-40*
± 2
0 =
40
203
223
158.
025
022
210
818
135.
016
0.0
12.0
IFS
10-7
6*±
38
= 7
630
737
715
7.0
250
2221
08
1821
2.0
155.
014
.0I
FS16
-3L
± 4
6 =
92
280
-17
0.8
250
2421
08
1864
.518
4.0
16.5
II
150
FS10
-40*
± 2
0 =
40
203
223
186.
028
522
240
822
155.
022
8.0
15.0
IFS
10-7
6*±
38
= 7
630
737
718
6.0
285
2224
08
2224
3.0
224.
018
.0I
FS16
-3*
± 5
0 =
100
270
270
205.
028
524
240
822
155.
026
2.0
22.6
I
175
FS16
-1B
± 2
1 =
42
160
-23
0.0
315
2627
08
2219
9.0
342.
021
.3I
FS16
-2*
± 3
7 =
74
205
-23
0.0
315
2627
08
2211
4.0
342.
023
.9I
FS16
-3*
± 4
9 =
98
254
-23
1.0
315
2627
08
2213
8.0
342.
026
.8I
FS16
-4L
± 7
9 =
158
384
-23
0.0
315
2627
08
2250
.034
2.0
30.2
II
200
FS10
-1B
± 2
2 =
44
157
-25
6.0
340
2629
58
2229
3.0
434.
023
.5I
FS10
-60*
± 3
0 =
60
315
370
257.
034
024
295
822
400.
041
0.0
28.0
IFS
10-8
4*±
42
= 8
435
043
025
7.0
340
2429
58
2230
0.0
410.
034
.0I
FS10
-4L
± 7
6 =
152
374
-25
6.0
340
2629
58
2241
.043
4.0
29.9
II
250
FS10
-1B
± 1
9 =
38
149
-31
2.0
395
2835
012
2223
4.0
660.
030
.5I
FS10
-66*
± 3
3 =
66
325
380
312.
039
526
350
1222
450.
062
5.0
36.0
IFS
10-8
2*±
46
= 8
236
545
031
2.0
395
2635
012
2235
0.0
625.
043
.0I
FS10
-4L
± 7
9 =
158
396
-31
1.0
395
2835
012
2248
.066
0.0
41.3
II
300
FS10
-1B
± 2
0 =
40
151
-36
4.0
445
2840
012
2232
4.0
911.
035
.0I
FS10
-70*
± 3
5 =
70
325
380
363.
044
526
400
1222
500.
087
0.0
42.0
IFS
10-1
00*
± 5
0 =
100
365
455
363.
044
526
400
1222
400.
087
0.0
50.0
IFS
10-4
*±
96
= 1
9239
0-
367.
044
528
400
1222
119.
091
1.0
57.0
I
350
FS10
-1B
± 2
1 =
42
154
-40
1.0
505
3046
016
2236
5.0
1103
.052
.0I
FS10
-72*
± 3
6 =
72
325
380
395.
050
526
460
1622
550.
010
45.0
55.0
IFS
10-1
00*
± 5
0 =
100
365
455
395.
050
526
460
1622
450.
010
45.0
64.0
IFS
10-4
*±
98
= 1
9639
6-
401.
050
530
460
1622
122.
010
93.0
74.0
I
400
FS10
-1B
± 2
2 =
44
156
-45
3.0
565
3251
516
2636
2.0
1424
.063
.0I
FS10
-76*
± 3
8 =
76
335
390
445.
056
526
515
1626
600.
013
55.0
66.0
IFS
10-1
06*
± 5
3 =
106
380
465
445.
056
526
515
1626
500.
013
55.0
76.0
I
131
29.3_UK_Kap_06T01-FS.qxp:Kap_6_01_FS_Tab_UK.qxp 30.10.2009 14:51 Uhr Seite 131
132
BO
A T
ype
FSP
N10
DNTy
pe
FS10
-4*
± 1
03 =
206
403
403
453.
056
532
515
1626
121.
014
12.0
94.0
I
450
FS10
-1B
± 2
4 =
48
159
-50
7.0
615
3256
520
2637
2.0
1806
.068
.0I
FS10
-2*
± 4
0 =
80
206
206
507.
061
532
565
2026
223.
018
06.0
76.0
IFS
10-3
*±
63
= 1
2627
927
950
7.0
615
3256
520
2614
0.0
1806
.083
.0I
FS10
-4*
± 1
01 =
202
405
-50
7.0
615
3256
520
2612
1.0
1797
.099
.0I
500
FS10
-1B
± 2
6 =
52
165
-55
9.0
670
3462
020
2642
7.0
2204
.083
.0I
FS10
-80*
± 4
0 =
80
335
395
550.
067
028
620
2026
700.
021
00.0
89.0
IFS
10-1
10*
± 5
5 =
110
380
475
550.
067
028
620
2026
600.
021
00.0
102.
0I
FS10
-4*
± 1
07 =
214
421
-55
9.0
670
3462
020
2612
1.0
2199
.011
7.0
I
600
FS10
-1B
± 1
9 =
38
162
-66
3.0
780
3672
520
3072
3.0
3133
.010
8.0
IFS
10-8
0*±
40
= 8
034
540
065
2.0
780
2872
520
3090
0.0
3010
.010
4.0
IFS
10-1
16*
± 5
8 =
116
395
485
652.
078
028
725
2030
700.
030
10.0
119.
0I
FS10
-4*
± 1
07 =
214
424
-66
3.0
780
3672
520
3013
1.0
3133
.015
0.0
I
700
FS10
-1B
± 2
1 =
42
154
-76
6.0
895
3084
024
3081
8.0
4222
.011
4.0
IFS
10-7
4*±
37
= 7
434
540
075
4.0
895
3084
024
3011
00.0
4080
.014
3.0
IFS
10-1
14*
± 5
7 =
114
395
485
754.
089
530
840
2430
900.
040
80.0
160.
0I
FS10
-4*
± 1
07 =
214
422
-76
6.0
895
3084
024
3014
9.0
4222
.016
7.0
I
800
FS10
-44*
± 2
2 =
44
299
469
897.
010
1532
950
2433
1460
.057
24.0
177.
0I
TLTL
daD
bk
nd
CxA
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
cm2
kg
Tota
l len
gth
Bello
ws
Flan
ge
Axial move-ment at 1000full load cycles
unrestraint/without innersleeve
unrestraint/with inner sleeve
Outside ∅
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Hole ∅
Effective areaof bellows
Weight *withoutinner sleeve
Execution
Spring rate�30%
Exec
utio
n l (
page
100
)Ex
ecut
ion
ll (p
age
100)
29.3_UK_Kap_06T01-FS.qxp:Kap_6_01_FS_Tab_UK.qxp 30.10.2009 14:51 Uhr Seite 132
FS10
-102
*±
51
= 1
0247
471
489
7.0
1015
3295
024
3362
6.0
5724
.018
9.0
IFS
10-1
62*
± 8
1 =
162
534
834
890.
010
1532
950
2433
629.
056
39.0
210.
0I
900
FS10
-42*
± 2
1 =
42
305
479
999.
011
1534
1050
2933
1706
.071
76.0
207.
0I
FS10
-100
*±
50
= 1
0048
072
499
9.0
1115
3410
5029
3373
1.0
7176
.022
0.0
IFS
10-1
62*
± 8
1 =
162
540
844
993.
011
1534
1050
2933
686.
070
93.0
244.
0I
1000
FS10
-46*
± 2
3 =
46
320
494
1092
.012
3034
1160
2836
1930
.087
07.0
243.
0I
FS10
-100
*±
50
= 1
0046
069
410
97.0
1230
3411
6028
3682
6.0
8745
.025
6.0
IFS
10-1
66*
± 8
3 =
166
475
779
1099
.012
3034
1160
2836
608.
087
27.0
282.
0I
pre
ferr
ed s
erie
sB
= w
ithou
t in
ner
slee
veL
= w
ith in
ner
slee
ve*=
op
tiona
lly w
ith/w
ithou
t in
ner
slee
ve
133
29.3_UK_Kap_06T01-FS.qxp:Kap_6_01_FS_Tab_UK.qxp 30.10.2009 14:51 Uhr Seite 133
134
BO
A T
ype
FSP
N16
DNTy
pe
15FS
16-2
0*±
10
= 2
013
616
135
.095
1465
414
57.0
6.4
1.4
IFS
16-3
0*±
15
= 3
015
017
534
.095
1465
414
63.0
6.0
1.4
I
20FS
16-2
0*±
10
= 2
013
615
135
.010
516
754
1457
.06.
41.
9I
FS16
-30*
± 1
5 =
30
150
165
34.0
105
1675
414
63.0
6.0
1.9
I
25FS
16-2
0*±
10
= 2
014
415
942
.011
516
854
1411
8.0
9.4
2.3
IFS
16-2
8*±
14
= 2
817
218
741
.011
516
854
1415
1.0
8.8
2.4
I
32FS
16-2
2*±
11
= 2
215
216
251
.014
016
100
418
112.
015
.03.
3I
FS16
-34*
± 1
7 =
34
180
200
51.0
140
1610
04
1814
2.0
14.2
3.5
I
40FS
16-2
2*±
11
= 2
215
616
658
.015
016
110
418
120.
019
.53.
6I
FS16
-36*
± 1
8 =
36
192
212
57.0
150
1611
04
1814
5.0
18.5
3.8
IFS
16-3
L±
30
= 6
027
8-
68.2
150
1611
04
1856
.527
.05.
2II
50FS
16-3
0*±
15
= 3
016
618
674
.016
518
125
418
132.
031
.85.
0I
FS16
-48*
± 2
4 =
48
216
256
73.0
165
1812
54
1817
3.0
30.1
5.6
IFS
16-3
L±
32
= 6
427
8-
81.2
165
1812
54
1850
.539
.06.
7II
65FS
16-2
4*±
12
= 2
417
418
494
.018
518
145
418
172.
052
.76.
1I
FS16
-44*
± 2
2 =
44
236
266
94.0
185
1814
54
1813
3.0
52.4
6.6
IFS
16-3
L±
38
= 7
627
8-
104.
818
518
145
418
45.0
66.0
7.5
II
80FS
16-2
4*±
12
= 2
417
418
410
5.0
200
2016
08
1818
8.0
67.9
7.6
I
TLTL
daD
bk
nd
CxA
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
cm2
kg
Tota
l len
gth
Bello
ws
Flan
ge
Axial move-ment at 1000full load cycles
unrestraint/without innersleeve
unrestraint/with inner sleeve
Outside ∅
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Hole ∅
Effective areaof bellows
Weight *withoutinner sleeve
Execution
Spring rate�30%
Exec
utio
n l (
page
100
)Ex
ecut
ion
ll (p
age
100)
29.3_UK_Kap_06T01-FS.qxp:Kap_6_01_FS_Tab_UK.qxp 30.10.2009 14:51 Uhr Seite 134
FS16
-54*
± 2
7 =
54
278
328
104.
020
020
160
818
278.
064
.19.
2I
FS16
-3L
± 4
0 =
80
278
-11
8.5
200
2016
08
1850
.584
.09.
3II
100
FS16
-24*
± 1
2 =
24
194
214
136.
022
020
180
818
479.
011
4.0
9.0
IFS
16-7
2*±
36
= 7
232
439
413
5.0
220
2018
08
1830
0.0
109.
012
.0I
FS16
-3L
± 4
4 =
88
276
-14
2.1
220
2218
08
1851
.012
7.0
11.5
II
125
FS16
-24*
± 1
2 =
24
199
219
158.
025
022
210
818
546.
015
8.0
12.0
IFS
16-7
2*±
36
= 7
232
939
915
7.0
250
2221
08
1833
6.0
152.
016
.0I
FS16
-3L
± 4
6 =
92
280
-17
0.8
250
2421
08
1864
.518
4.0
16.5
II
150
FS16
-24*
± 1
2 =
24
199
219
186.
028
522
240
822
632.
022
6.0
15.0
IFS
16-7
2*±
36
= 7
232
939
918
5.0
285
2224
08
2238
1.0
219.
019
.0I
FS16
-3*
± 5
0 =
100
270
270
205.
028
524
240
822
155.
026
2.0
22.6
I
175
FS16
-1B
± 2
1 =
42
160
-23
0.0
315
2627
08
2219
9.0
342.
021
.3I
FS16
-2*
± 3
7 =
74
205
-23
0.0
315
2627
08
2211
4.0
342.
023
.9I
FS16
-3*
± 4
9 =
98
254
-23
1.0
315
2627
08
2213
8.0
342.
026
.8I
FS16
-4L
± 7
9 =
158
384
-23
0.0
315
2627
08
2250
.034
2.0
30.2
II
200
FS16
-60*
± 3
0 =
60
315
370
257.
034
024
295
1222
400.
041
0.0
28.0
IFS
16-2
*±
37
= 7
421
0-
258.
034
026
295
1222
169.
043
4.0
26.3
IFS
16-8
4*±
42
= 8
435
043
025
7.0
340
2429
512
2230
0.0
410.
034
.0I
FS16
-4L
± 7
0 =
140
358
-25
8.0
340
2629
512
2284
.043
4.0
32.5
II
250
FS16
-66*
± 3
3 =
66
325
385
312.
040
526
355
1226
450.
062
5.0
38.0
IFS
16-9
2*±
46
= 9
236
545
031
2.0
405
2635
512
2635
0.0
625.
045
.0I
FS16
-3*
± 5
7 =
114
281
-31
3.5
405
3235
512
2612
2.0
660.
044
.4I
FS16
-4*
± 7
6 =
152
379
-31
7.0
405
3235
512
2615
9.0
660.
055
.8I
300
FS16
-70*
± 3
5 =
70
335
395
363.
046
028
410
1226
500.
087
0.0
52.0
IFS
16-2
*±
39
= 7
823
0-
366.
546
032
410
1226
248.
091
1.0
50.5
IFS
16-1
00*
± 5
0 =
100
375
475
363.
046
028
410
1226
400.
087
0.0
60.0
IFS
16-4
*±
84
= 1
6840
4-
371.
046
032
410
1226
185.
091
1.0
73.2
I
350
FS16
-1B
± 2
1 =
42
164
-40
1.0
520
3647
016
2652
8.0
1093
.066
.0I
FS16
-72*
± 3
6 =
72
345
405
395.
052
030
470
1626
550.
010
45.0
71.0
IFS
16-1
00*
± 5
0 =
100
385
480
395.
052
030
470
1626
450.
010
45.0
80.0
IFS
16-4
*±
90
= 1
8041
1-
405.
052
036
470
1626
189.
011
00.0
100.
0I
400
FS16
-1B
± 2
3 =
46
173
-45
5.0
580
3852
516
3058
3.0
1421
.083
.0I
FS16
-76*
± 3
8 =
76
355
410
445.
058
032
525
1630
600.
013
55.0
88.0
IFS
16-1
06*
± 5
3 =
106
400
495
445.
058
032
525
1630
500.
013
55.0
98.0
I
135
29.3_UK_Kap_06T01-FS.qxp:Kap_6_01_FS_Tab_UK.qxp 30.10.2009 14:51 Uhr Seite 135
136
BO
A T
ype
FSP
N16
DNTy
pe
FS16
-4*
± 9
2 =
184
395
-45
7.2
580
3852
516
3018
9.0
1424
.011
8.0
I
450
FS16
-1B
± 2
5 =
50
173
-50
9.0
640
4258
520
3059
9.0
1803
.010
4.0
IFS
16-2
*±
41
= 8
221
5-
509.
064
042
585
2030
359.
018
03.0
113.
0I
FS16
-3*
± 6
6 =
132
290
-50
9.0
640
4258
520
3022
4.0
1803
.012
2.0
IFS
16-4
*±
100
= 2
0040
8-
512.
064
042
585
2030
194.
018
06.0
145.
0I
500
FS16
-1B
± 2
7 =
54
182
-56
1.0
715
4465
020
3365
6.0
2202
.013
7.0
IFS
16-6
4*±
32
= 6
436
542
055
0.0
715
3465
020
3313
00.0
2100
.013
5.0
IFS
16-1
10*
± 5
5 =
110
410
505
550.
071
534
650
2033
600.
021
00.0
148.
0I
FS16
-4*
± 1
07 =
214
427
-56
3.0
715
4465
020
3320
9.0
2204
.018
7.0
I
600
FS16
-1B
± 3
0 =
60
190
-66
5.0
840
4877
020
3671
2.0
3131
.019
9.0
IFS
16-6
6*±
33
= 6
636
542
565
2.0
840
3677
020
3615
00.0
3010
.016
9.0
IFS
16-1
16*
± 5
8 =
116
415
515
652.
084
036
770
2036
700.
030
10.0
181.
0I
FS16
-4*
± 1
13 =
226
447
-66
7.0
840
4877
020
3621
1.0
3145
.025
3.0
I
700
FS16
-60*
± 3
0 =
60
375
435
754.
091
036
840
2436
1900
.040
80.0
167.
0I
FS16
-114
*±
57
= 1
1442
552
575
4.0
910
3684
024
3690
0.0
4080
.019
0.0
IFS
16-3
*±
66
= 1
3231
3-
771.
091
036
840
2436
391.
042
43.0
182.
0I
FS16
-4*
± 1
10 =
220
444
-77
1.0
910
3684
024
3623
5.0
4243
.021
2.0
I
800
FS16
-36B
± 1
8 =
36
330
-91
1.0
1025
3895
024
3938
39.0
5799
.021
8.0
IFS
16-7
2*±
36
= 7
251
071
490
4.0
1025
3895
024
3920
04.0
5749
.023
7.0
I
TLTL
daD
bk
nd
CxA
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
cm2
kg
Tota
l len
gth
Bello
ws
Flan
ge
Axial move-ment at 1000full load cycles
unrestraint/without innersleeve
unrestraint/with inner sleeve
Outside ∅
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Hole ∅
Effective areaof bellows
Weight *withoutinner sleeve
Execution
Spring rate�30%
Exec
utio
n l (
page
100
)Ex
ecut
ion
ll (p
age
100)
29.3_UK_Kap_06T01-FS.qxp:Kap_6_01_FS_Tab_UK.qxp 30.10.2009 14:51 Uhr Seite 136
137
FS16
-114
*±
57
= 1
1452
076
490
3.0
1025
3895
024
3910
47.0
5732
.024
6.0
IFS
16-1
60*
± 8
0 =
160
570
864
889.
010
2538
950
2439
800.
056
11.0
358.
0I
900
FS16
-36B
± 1
8 =
36
340
-10
14.0
1125
4010
5028
3942
62.0
7274
.026
2.0
IFS
16-7
4*±
37
= 7
452
072
410
07.0
1125
4010
5028
3922
29.0
7217
.028
3.0
IFS
16-1
16*
± 5
8 =
116
530
774
1007
.011
2540
1050
2839
1150
.071
98.0
293.
0I
FS16
-160
*±
80
= 1
6058
087
499
2.0
1125
4010
5028
3995
5.0
7062
.030
6.0
I
1000
FS16
-32B
± 1
6 =
32
340
-11
14.0
1255
4211
7028
4251
78.0
8868
.034
3.0
IFS
16-7
6*±
38
= 7
648
568
911
14.0
1255
4211
7028
4222
45.0
8865
.036
8.0
IFS
16-1
10*
± 5
5 =
110
490
734
1108
.012
5542
1170
2842
1300
.087
99.0
376.
0I
FS16
-166
*±
83
= 1
6654
084
410
98.0
1255
4211
7028
4282
8.0
8693
.039
4.0
I
pre
ferr
ed s
erie
sB
= w
ithou
t in
ner
slee
veL
= w
ith in
ner
slee
ve*=
op
tiona
lly w
ith/w
ithou
t in
ner
slee
ve
29.3_UK_Kap_06T01-FS.qxp:Kap_6_01_FS_Tab_UK.qxp 30.10.2009 14:51 Uhr Seite 137
138
BO
A T
ype
FSP
N25
DNTy
pe
15FS
25-2
0*±
10
= 2
013
215
734
.095
1665
414
94.0
6.0
1.6
I
20FS
25-2
0*±
10
= 2
013
214
734
.010
518
754
1494
.06.
02.
1I
25FS
25-1
4*±
7 =
14
134
134
42.0
115
1885
414
148.
09.
42.
5I
FS25
-24*
± 1
2 =
24
162
177
41.0
115
1885
414
171.
08.
82.
7I
32FS
25-1
6*±
8 =
16
138
148
51.0
140
1810
04
1815
3.0
15.0
3.7
IFS
25-2
8*±
14
= 2
816
618
651
.014
018
100
418
172.
014
.23.
8I
40FS
25-1
B±
15
= 3
014
1-
70.0
150
1811
04
1817
5.0
27.0
4.6
IFS
25-2
8*±
14
= 2
817
019
057
.015
018
110
418
187.
018
.54.
2I
FS25
-3L
± 3
0 =
60
282
-70
.015
018
110
418
88.0
27.0
5.6
II
50FS
25-1
B±
16
= 3
214
1-
83.0
165
2012
54
1820
5.0
39.0
6.0
IFS
25-3
8*±
19
= 3
819
022
073
.016
520
125
418
219.
030
.15.
9I
FS25
-3L
± 3
2 =
64
282
-83
.016
520
125
418
102.
039
.07.
3II
65FS
25-3
4*±
17
= 3
423
826
894
.018
522
145
818
310.
051
.77.
8I
FS25
-46*
± 2
3 =
46
260
290
93.0
185
2214
58
1828
7.0
49.4
8.4
IFS
25-3
L±
34
= 6
829
0-
105.
018
524
145
818
110.
066
.09.
7II
80FS
25-3
4*±
17
= 3
423
826
810
5.0
200
2416
08
1834
2.0
66.7
10.0
IFS
25-4
6*±
23
= 4
626
029
010
4.0
200
2416
08
1830
8.0
64.1
10.0
IFS
25-3
L±
38
= 7
629
4-
117.
520
026
160
818
74.0
84.0
12.5
II
TLTL
daD
bk
nd
CxA
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
cm2
kg
Tota
l len
gth
Bello
ws
Flan
ge
Axial move-ment at 1000full load cycles
unrestraint/without innersleeve
unrestraint/with inner sleeve
Outside ∅
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Hole ∅
Effective areaof bellows
Weight *withoutinner sleeve
Execution
Spring rate�30%
Exec
utio
n l (
page
100
)Ex
ecut
ion
ll (p
age
100)
29.3_UK_Kap_06T01-FS.qxp:Kap_6_01_FS_Tab_UK.qxp 30.10.2009 14:51 Uhr Seite 138
139
100
FS25
-1B
± 2
0 =
40
153
-14
4.0
235
2619
08
2221
5.0
127.
013
.5I
FS25
-56*
± 2
8 =
56
282
322
135.
023
524
190
822
375.
010
9.0
14.0
IFS
25-3
L±
40
= 8
029
4-
144.
023
526
190
822
109.
012
7.0
16.0
II
125
FS25
-1B
± 2
0 =
40
156
-17
2.0
270
2822
08
2626
4.0
184.
018
.5I
FS25
-62*
± 3
1 =
62
305
345
157.
027
026
220
826
373.
015
2.0
20.0
IFS
25-3
L±
40
= 8
029
6-
172.
027
028
220
826
133.
018
4.0
22.0
II
150
FS25
-24*
± 1
2 =
24
199
219
186.
030
028
250
826
632.
022
6.0
21.0
IFS
25-4
6*±
23
= 4
628
732
718
6.0
300
2825
08
2655
4.0
225.
023
.0I
FS25
-3*
± 4
3 =
86
279
-20
6.0
300
3025
08
2621
1.0
262.
030
.0I
FS25
-4L
± 6
6 =
132
384
-20
3.0
300
3025
08
2694
.026
2.0
31.7
II
175
FS25
-1B
± 1
9 =
38
183
-23
2.0
330
3228
012
2639
3.0
342.
029
.0I
FS25
-2*
± 3
3 =
66
230
-23
2.0
330
3228
012
2622
4.0
342.
031
.0I
FS25
-3*
± 4
6 =
92
294
-23
4.0
330
3228
012
2621
5.0
342.
037
.0I
FS25
-4L
± 6
2 =
124
382
-23
2.0
330
3228
012
2611
2.0
342.
038
.0II
200
FS25
-1B
± 1
6 =
32
169
-25
8.0
360
3231
012
2657
3.0
434.
033
.2I
FS25
-50*
± 2
5 =
50
345
405
257.
036
030
310
1226
700.
041
0.0
41.0
IFS
25-3
*±
47
= 9
427
7-
259.
036
032
310
1226
191.
043
4.0
40.2
IFS
25-4
L±
68
= 1
3640
0-
259.
036
032
310
1226
123.
043
4.0
46.5
II
250
FS25
-1B
± 1
8 =
36
178
-31
6.0
425
3637
012
3066
4.0
660.
048
.0I
FS25
-54*
± 2
7 =
54
355
415
312.
042
532
370
1230
800.
062
5.0
57.0
IFS
25-3
*±
44
= 8
828
7-
317.
042
536
370
1230
258.
066
0.0
56.0
IFS
25-4
L±
61
= 1
2240
0-
317.
042
536
370
1230
172.
066
0.0
66.0
II
300
FS25
-1B
± 1
9 =
38
179
-36
7.5
485
4043
016
3067
3.0
911.
065
.0I
FS25
-58*
± 2
9 =
58
365
425
363.
048
534
430
1630
900.
087
0.0
72.0
IFS
25-3
*±
51
= 1
0230
7-
369.
048
540
430
1630
254.
091
1.0
74.5
IFS
25-4
*±
63
= 1
2635
3-
369.
048
540
430
1630
221.
091
1.0
79.0
I
350
FS25
-1B
± 2
0 =
40
179
-40
5.0
555
3849
016
3376
2.0
1103
.086
.0I
FS25
-58*
± 2
9 =
58
375
-39
5.0
555
3849
016
3310
00.0
1045
.010
5.0
IFS
25-3
*±
55
= 1
1029
2-
405.
055
538
490
1633
286.
011
03.0
101.
0I
FS25
-4*
± 7
0 =
140
371
-40
3.0
555
3849
016
3331
5.0
1094
.011
0.0
I
400
FS25
-1B
± 2
0 =
40
183
-45
7.0
620
4055
016
3681
4.0
1420
.011
1.0
IFS
25-6
0*±
30
= 6
039
5-
445.
062
040
550
1636
1100
.013
55.0
135.
0I
FS25
-3*
± 5
5 =
110
301
-45
7.0
620
4055
016
3630
5.0
1420
.013
0.0
IFS
25-4
*±
72
= 1
4438
6-
457.
062
040
550
1636
347.
014
21.0
143.
0I
29.3_UK_Kap_06T01-FS.qxp:Kap_6_01_FS_Tab_UK.qxp 30.10.2009 14:51 Uhr Seite 139
140
BO
A T
ype
FSP
N25
DNTy
pe
450
FS25
-1B
± 2
1 =
42
187
-51
2.0
670
4060
020
3689
5.0
1797
.012
0.0
IFS
25-2
*±
35
= 7
023
3-
512.
067
040
600
2036
537.
017
97.0
131.
0I
FS25
-3*
± 4
9 =
98
284
-51
2.0
670
4060
020
3638
4.0
1797
.014
0.0
IFS
25-4
*±
77
= 1
5439
6-
512.
067
040
600
2036
356.
018
03.0
157.
0I
500
FS25
-1B
± 1
9 =
38
184
-56
1.0
730
4466
020
3611
50.0
2202
.014
6.0
IFS
25-7
0*±
35
= 7
044
0-
550.
073
044
660
2036
1500
.021
00.0
215.
0I
FS25
-3*
± 4
6 =
92
275
-56
1.0
730
4466
020
3649
3.0
2202
.016
4.0
IFS
25-4
*±
74
= 1
4837
7-
561.
073
044
660
2036
350.
021
95.0
184.
0I
600
FS25
-1B
± 1
7 =
34
182
-66
5.0
845
4677
020
3917
24.0
3137
.019
1.0
IFS
25-7
4*±
37
= 7
444
0-
652.
084
546
770
2039
1700
.030
10.0
240.
0I
FS25
-3*
± 5
2 =
104
294
-66
7.0
845
4677
020
3960
8.0
3141
.022
2.0
IFS
25-4
*±
82
= 1
6439
9-
667.
084
546
770
2039
387.
031
41.0
245.
0I
700
FS25
-1B
± 1
6 =
32
172
-77
1.0
960
4687
524
4223
62.0
4229
.022
9.0
IFS
25-7
4*±
37
= 7
444
0-
754.
096
046
875
2442
2200
.040
80.0
300.
0I
FS25
-3*
± 4
9 =
98
281
-77
1.0
960
4687
524
4278
7.0
4229
.026
3.0
IFS
25-4
*±
81
= 1
6239
2-
771.
096
046
875
2442
472.
042
29.0
293.
0I
800
FS25
-1B
± 2
7 =
54
396
-90
7.0
1085
5099
024
4832
20.0
5727
.040
2.0
IFS
25-2
B±
57
= 1
1459
1-
902.
010
8550
990
2448
1639
.056
89.0
437.
0I
FS25
-3B
± 7
8 =
156
651
-88
7.0
1085
5099
024
4814
68.0
5556
.045
5.0
I
TLTL
daD
bk
nd
CxA
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
cm2
kg
Tota
l len
gth
Bello
ws
Flan
ge
Axial move-ment at 1000full load cycles
unrestraint/without innersleeve
unrestraint/with inner sleeve
Outside ∅
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Hole ∅
Effective areaof bellows
Weight *withoutinner sleeve
Execution
Spring rate�30%
Exec
utio
n l (
page
100
)Ex
ecut
ion
ll (p
age
100)
29.3_UK_Kap_06T01-FS.qxp:Kap_6_01_FS_Tab_UK.qxp 30.10.2009 14:51 Uhr Seite 140
141
900
FS25
-1B
± 2
7 =
54
414
-10
10.0
1185
5410
9028
4836
33.0
7186
.050
5.0
IFS
25-2
B±
57
= 1
1460
9-
1005
.011
8554
1090
2848
1793
.071
50.0
545.
0I
FS25
-3B
± 7
8 =
156
669
-99
0.0
1185
5410
9028
4815
71.0
7002
.056
5.0
I
1000
FS25
-1B
± 2
4 =
48
412
-11
07.0
1320
5812
1028
5646
18.0
8749
.064
8.0
IFS
25-2
B±
55
= 1
1057
2-
1107
.013
2058
1210
2856
2009
.087
45.0
692.
0I
FS25
-3B
± 7
8 =
156
512
-10
95.0
1320
5812
1028
5611
77.0
8635
.069
9.0
I
pre
ferr
ed s
erie
sB
= w
ithou
t in
ner
slee
veL
= w
ith in
ner
slee
ve*=
op
tiona
lly w
ith/w
ithou
t in
ner
slee
ve
29.3_UK_Kap_06T01-FS.qxp:Kap_6_01_FS_Tab_UK.qxp 30.10.2009 14:51 Uhr Seite 141
142
BO
A T
ype
FSP
N40
DNTy
pe
15FS
40-1
4*±
7 =
14
122
132
34.0
9516
654
1413
5.0
6.0
1.5
I
20FS
40-1
4*±
7 =
14
122
122
34.0
105
1875
414
135.
06.
02.
1I
25FS
40-1
8*±
9 =
18
148
163
41.0
115
1885
414
214.
08.
82.
6I
32FS
40-2
0*±
10
= 2
014
615
651
.014
018
100
418
241.
014
.23.
7I
40FS
40-1
B±
11
= 2
214
1-
70.0
150
1811
04
1836
7.0
27.0
4.7
lFS
40-2
2*±
11
= 2
215
416
457
.015
018
110
418
238.
018
.54.
2I
FS40
-3L
± 2
2 =
44
282
-70
.015
018
110
418
183.
527
.05.
9II
50FS
40-1
B±
13
= 2
614
1-
84.0
165
2012
54
1834
5.0
39.0
6.4
lFS
40-2
8*±
14
= 2
816
618
673
.016
520
125
418
299.
030
.15.
8I
FS40
-3L
± 2
6 =
52
282
-84
.016
520
125
418
173.
039
.08.
0ll
65FS
40-1
B±
15
= 3
014
9-
107.
018
524
145
818
330.
066
.08.
6l
FS40
-32*
± 1
6 =
32
220
230
93.0
185
2214
58
1839
8.0
49.4
8.0
IFS
40-3
L±
30
= 6
029
0-
107.
018
524
145
818
165.
066
.010
.5ll
80FS
40-3
2*±
16
= 3
222
023
010
4.0
200
2416
08
1842
7.0
64.1
10.0
IFS
40-2
*±
22
= 4
420
0-
122.
020
026
160
818
284.
084
.011
.9l
FS40
-3L
± 3
4 =
68
294
-12
0.0
200
2616
08
1816
5.0
84.0
12.6
ll
100
FS40
-1B
± 1
7 =
34
153
-14
5.4
235
2619
08
2231
6.0
127.
014
.0l
FS40
-40*
± 2
0 =
40
238
258
135.
023
524
190
822
500.
010
9.0
14.0
I
TLTL
daD
bk
nd
CxA
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
cm2
kg
Tota
l len
gth
Bello
ws
Flan
ge
Axial move-ment at 1000full load cycles
unrestraint/without innersleeve
unrestraint/with inner sleeve
Outside ∅
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Hole ∅
Effective areaof bellows
Weight *withoutinner sleeve
Execution
Spring rate�30%
Exec
utio
n l (
page
100
)Ex
ecut
ion
ll (p
age
100)
29.3_UK_Kap_06T01-FS.qxp:Kap_6_01_FS_Tab_UK.qxp 30.10.2009 14:51 Uhr Seite 142
FS40
-3L
± 3
4 =
68
294
-14
5.4
235
2619
08
2215
8.0
127.
017
.6ll
125
FS40
-42*
± 2
1 =
42
253
273
157.
027
026
220
826
517.
015
2.0
18.0
IFS
40-2
*±
29
= 5
823
1-
176.
027
028
220
826
270.
018
4.0
22.5
lFS
40-3
L±
40
= 8
030
4-
173.
227
028
220
826
166.
018
4.0
24.0
ll
150
FS40
-1B
± 1
6 =
32
164
-20
5.5
300
3025
08
2658
3.0
262.
025
.0I
FS40
-42*
± 2
1 =
42
253
273
185.
030
028
250
826
587.
021
9.0
23.0
IFS
40-3
L±
35
= 7
030
2-
207.
030
030
250
826
233.
026
2.0
31.6
llFS
40-4
L±
59
= 1
1840
6-
207.
030
030
250
826
146.
026
2.0
36.6
ll
175
FS40
-1B
± 1
7 =
34
167
-23
4.0
350
3429
512
3058
4.0
342.
036
.0l
FS40
-2*
± 2
9 =
58
216
-23
4.0
350
3429
512
3033
4.0
342.
040
.1l
FS40
-4L
± 5
5 =
110
378
-23
4.0
350
3429
512
3016
7.0
342.
049
.1ll
200
FS40
-1B
± 1
2 =
24
181
-26
0.0
375
3632
012
3010
80.0
434.
041
.1l
FS40
-2*
± 2
5 =
50
231
231
260.
037
536
320
1230
540.
043
4.0
45.0
lFS
40-3
*±
37=
74
284
284
260.
037
536
320
1230
433.
043
4.0
46.5
lFS
40-4
L±
56
= 1
1240
4-
260.
037
536
320
1230
232.
043
4.0
55.0
ll
250
FS40
-1B
± 1
3 =
26
157
-31
7.0
450
4438
512
3313
46.0
660.
069
.0l
FS40
-2*
± 2
6 =
52
212
-31
7.0
450
4438
512
3367
3.0
660.
072
.8l
FS40
-3*
± 3
9 =
78
272
-31
7.0
450
4438
512
3344
9.0
660.
077
.7l
FS40
-4*
± 5
7 =
114
404
-31
7.0
450
4438
512
3328
8.0
660.
090
.5ll
300
FS40
-1B
± 1
2 =
24
164
-36
9.0
515
4845
016
3317
82.0
911.
091
.1l
FS40
-2*
± 2
4 =
48
218
-36
9.0
515
4845
016
3389
1.0
911.
097
.6l
FS40
-3*
± 3
2 =
64
257
-36
9.0
515
4845
016
3366
8.0
911.
010
2.0
lFS
40-4
*±
44
= 8
831
5-
369.
051
548
450
1633
486.
091
1.0
108.
0l
350
FS40
-1B
± 1
3 =
26
179
-40
3.0
580
4651
016
3619
49.0
1094
.011
6.0
lFS
40-2
*±
26
= 5
223
7-
403.
058
046
510
1636
975.
010
94.0
124.
0l
FS40
-3*
± 3
5 =
70
278
-40
3.0
580
4651
016
3673
1.0
1094
.012
9.0
lFS
40-4
*±
49
= 9
834
1-
403.
058
046
510
1636
532.
010
94.0
137.
0l
400
FS40
-1B
± 1
3 =
26
186
-45
7.0
660
5058
516
3621
97.0
1420
.016
4.0
lFS
40-2
*±
22
= 4
422
5-
457.
066
050
585
1636
1318
.014
20.0
172.
0l
FS40
-3*
± 3
5 =
70
291
-45
7.0
660
5058
516
3682
4.0
1420
.018
3.0
lFS
40-4
*±
49
= 9
835
7-
457.
066
050
585
1636
599.
014
20.0
193.
0l
450
FS40
-1B
± 1
4 =
28
188
-51
2.0
685
5061
020
3922
56.0
1801
.015
4.0
lFS
40-2
*±
24
= 4
822
9-
512.
068
550
610
2039
1354
.018
01.0
163.
0l
FS40
-3*
± 3
3 =
66
274
-51
2.0
685
5061
020
3996
7.0
1801
.017
2.0
l
143
29.3_UK_Kap_06T01-FS.qxp:Kap_6_01_FS_Tab_UK.qxp 30.10.2009 14:51 Uhr Seite 143
144
BO
A T
ype
FSP
N40
DNTy
pe
FS40
-4*
± 5
3 =
106
365
-51
2.0
685
5061
020
3961
5.0
1801
.018
8.0
l
500
FS40
-1B
± 1
3 =
26
193
-56
3.0
755
5267
020
4225
17.0
2195
.019
3.0
lFS
40-2
*±
23
= 4
623
6-
563.
075
552
670
2042
1510
.021
95.0
205.
0l
FS40
-3*
± 3
2 =
64
283
-56
3.0
755
5267
020
4210
79.0
2195
.021
5.0
lFS
40-4
*±
50
= 1
0037
7-
563.
075
552
670
2042
687.
021
95.0
236.
0l
TLTL
daD
bk
nd
CxA
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
cm2
kg
pre
ferr
ed s
erie
sB
= w
ithou
t in
ner
slee
veL
= w
ith in
ner
slee
ve*=
op
tiona
lly w
ith/w
ithou
t in
ner
slee
ve
Tota
l len
gth
Bello
ws
Flan
ge
Axial move-ment at 1000full load cycles
unrestraint/without innersleeve
unrestraint/with inner sleeve
Outside ∅
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Hole ∅
Effective areaof bellows
Weight *withoutinner sleeve
Execution
Spring rate�30%
Exec
utio
n l (
page
100
)Ex
ecut
ion
ll (p
age
100)
29.3_UK_Kap_06T01-FS.qxp:Kap_6_01_FS_Tab_UK.qxp 30.10.2009 14:51 Uhr Seite 144
BO
A T
ype
FBP
N6
DNTy
pe
20FB
6-26
B±
13
= 2
690
103
7735
.090
1465
411
436.
41.
2
25FB
6-28
B±
14
= 2
810
011
486
42.0
100
1475
411
899.
41.
5
32FB
6-30
B±
15
= 3
011
212
797
51.0
120
1490
414
8415
.02.
1
40FB
6-1B
± 1
5 =
30
118
133
103
58.0
130
1410
04
1490
19.5
2.4
FB6-
2*±
21
= 4
214
416
512
368
.013
014
100
414
6327
.02.
7FB
6-3*
± 3
1 =
62
207
238
176
69.0
130
1410
04
1474
27.0
2.8
50FB
6-40
B±
20
= 4
013
015
011
074
.014
014
110
414
9931
.82.
8FB
6-2*
± 2
3 =
46
144
167
121
81.0
140
1411
04
1457
39.0
3.2
FB6-
3*±
33
= 6
619
622
916
382
.014
014
110
414
8540
.03.
3
65FB
6-1B
± 1
5 =
30
9611
181
94.0
160
1413
04
1490
53.1
3.3
FB6-
2*±
25
= 5
014
216
711
710
3.5
160
1413
04
1457
65.0
3.9
FB6-
70B
± 3
5 =
70
176
211
141
94.0
160
1413
04
1484
51.7
4.0
80FB
6-1B
± 1
5 =
30
100
115
8510
5.0
190
1615
04
1898
68.2
5.3
FB6-
2*±
25
= 5
014
016
511
511
8.0
190
1615
04
1851
83.0
5.7
FB6-
70B
± 3
5 =
70
180
215
145
105.
019
016
150
418
9166
.76.
2
100
FB6-
40B
± 2
0 =
40
122
142
102
136.
021
016
170
418
119
115.
06.
2FB
6-2*
± 3
0 =
60
136
166
106
139.
021
016
170
418
4812
0.0
6.6
FB6-
3*±
40
= 8
018
722
714
713
9.0
210
1617
04
1863
119.
06.
7
Tota
l len
gth
Bello
ws
Flan
ge
TLTL
TLda
Db
kn
dCx
Am
Axial move-ment at 1000full load cycles
unrestraint
maximal
minimal
Outside ∅
Outside ∅
Thickness
Bolt circle ∅
Number ofholes
Hole ∅or thread
Effective areaof bellows
Weight *withoutinner sleeve
Spring rate�30%
mm
mm
mm
mm
mm
mm
mm
mm
mm
N/m
mcm
2kg
145
Exec
utio
n B
(pag
e 10
1)Ex
ecut
ion
L (p
age
101)
29.3_UK_Kap_06T02-FB.qxp:Kap_6_02_FB_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 145
BO
A T
ype
FBP
N6
DNTy
pe
FB6-
92B
± 4
6 =
92
226
272
180
136.
021
016
170
418
111
113.
07.
9
125
FB6-
40B
± 2
0 =
40
126
146
106
158.
024
018
200
818
135
160.
08.
6FB
6-2*
± 2
5 =
50
140
165
115
168.
524
018
200
818
5818
1.0
8.8
FB6-
76B
± 3
8 =
76
208
246
170
158.
024
018
200
818
103
159.
09.
6FB
6-4*
± 5
4 =
108
276
330
222
170.
024
018
200
818
122
181.
012
.8
150
FB6-
40B
± 2
0 =
40
126
146
106
186.
026
518
225
818
155
228.
09.
7FB
6-2*
± 2
5 =
50
140
165
115
195.
026
520
225
818
9824
5.0
11.5
FB6-
76B
± 3
8 =
76
208
246
170
186.
026
518
225
818
119
228.
011
.0FB
6-4*
± 6
0 =
120
271
331
211
194.
026
520
225
818
8524
4.0
15.3
175
FB6-
2*±
24
= 4
813
015
410
622
8.0
295
2225
58
M16
100
342.
014
.5FB
6-3*
± 4
4 =
88
184
228
140
228.
029
522
255
8M
1655
342.
015
.2FB
6-4*
± 6
0 =
120
271
331
211
229.
029
522
255
8M
1610
734
4.0
19.5
200
FB6-
2*±
24
= 4
813
816
211
425
0.0
320
2228
08
1811
641
7.0
16.1
FB6-
70B
± 3
5 =
70
230
265
195
260.
032
020
280
8M
1614
042
0.0
18.0
FB6-
4*±
59
= 1
1825
531
419
625
0.0
320
2228
08
1886
416.
021
.2
250
FB6-
2*±
22
= 4
413
215
411
030
4.0
375
2433
512
1812
262
7.0
21.1
FB6-
72B
± 3
6 =
72
240
276
204
314.
037
522
335
12M
1616
064
0.0
22.0
FB6-
4*±
76
= 1
5229
336
921
730
5.0
375
2433
512
1867
626.
027
.4
300
FB6-
2*±
28
= 5
613
716
510
935
6.0
440
2439
512
2213
287
1.0
28.9
TLTL
TLda
Db
kn
dCx
Am
mm
mm
mm
mm
mm
mm
mm
mm
mm
N/m
mcm
2kg
146
Tota
l len
gth
Bello
ws
Flan
geAxial move-ment at 1000full load cycles
unrestraint
maximal
minimal
Outside ∅
Outside ∅
Thickness
Bolt circle ∅
Number ofholes
Hole ∅or thread
Effective areaof bellows
Weight *withoutinner sleeve
Spring rate�30%
Exec
utio
n B
(pag
e 10
1)Ex
ecut
ion
L (p
age
101)
29.3_UK_Kap_06T02-FB.qxp:Kap_6_02_FB_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 146
FB6-
72B
± 3
6 =
72
250
286
214
364.
044
022
395
12M
2019
088
5.0
33.0
FB6-
4*±
73
= 1
4630
137
422
835
6.0
440
2439
512
2277
871.
035
.0
350
FB6-
2*±
22
= 4
413
015
210
839
7.0
490
2644
512
2227
012
29.0
37.0
FB6-
72B
± 3
6 =
72
260
296
224
396.
049
022
445
12M
2020
010
60.0
49.0
FB6-
4*±
60
= 1
2024
730
718
739
7.0
490
2644
512
2298
1229
.041
.0
400
FB6-
2*±
17
= 3
413
014
711
344
9.0
540
2849
516
2235
715
39.0
43.0
FB6-
3*±
34
= 6
817
420
814
044
9.0
540
2849
516
2217
915
39.0
46.0
FB6-
4*±
62
= 1
2425
531
719
344
9.0
540
2849
516
2298
1539
.049
.0
450
FB6-
2*±
17
= 3
413
014
711
350
3.0
595
2855
016
2236
819
41.0
50.0
FB6-
3*±
35
= 7
018
021
514
550
3.0
595
2855
016
2218
419
41.0
53.0
FB6-
4*±
58
= 1
1625
030
819
250
3.0
595
2855
016
2211
119
41.0
56.0
500
FB6-
2*±
18
= 3
613
014
811
255
5.0
645
3060
020
2236
922
36.0
58.0
FB6-
3*±
30
= 6
016
519
513
555
5.0
645
3060
020
2222
122
36.0
60.0
FB6-
4*±
61
= 1
2225
031
118
955
5.0
645
3060
020
2211
122
36.0
65.0
600
FB6-
2*±
19
= 3
812
013
910
165
8.0
755
2470
520
2638
932
63.0
62.0
FB6-
3*±
32
= 6
417
020
213
865
8.0
755
2470
520
2623
432
63.0
66.0
FB6-
4*±
64
= 1
2824
030
417
665
8.0
755
2470
520
2611
732
63.0
76.0
700
FB6-
2*±
22
= 4
413
015
210
876
3.0
860
2481
024
2650
042
24.0
89.0
FB6-
3*±
37
= 7
417
020
713
376
3.0
860
2481
024
2630
042
24.0
97.0
FB6-
4*±
67
= 1
3425
031
718
376
3.0
860
2481
024
2616
742
24.0
113.
0
800
FB6-
3*±
32
= 6
417
020
213
886
8.0
975
2492
024
3037
255
19.0
120.
0FB
6-4*
± 6
4 =
128
250
314
186
868.
097
524
920
2430
186
5519
.014
0.0
1000
FB6-
3*±
27
= 5
421
223
918
510
72.0
1175
2611
2028
3085
785
39.0
160.
0FB
6-4*
± 5
4 =
108
285
339
231
1072
.011
7526
1120
2830
428
8539
.018
6.0
147
pre
ferr
ed s
erie
sB
= w
ithou
t in
ner
slee
ve*=
op
tiona
lly w
ith/w
ithou
t in
ner
slee
ve
29.3_UK_Kap_06T02-FB.qxp:Kap_6_02_FB_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 147
BO
A T
ype
FBP
N10
DNTy
pe
20FB
10-2
6B±
13
= 2
694
107
8135
.010
516
754
1443
.06.
41.
9
25FB
10-2
8B±
14
= 2
810
411
890
42.0
115
1685
414
89.0
9.4
2.3
32FB
10-3
0B±
15
= 3
011
613
110
151
.014
016
100
418
84.0
15.0
3.3
40FB
10-3
0B±
15
= 3
012
213
710
758
.015
016
110
418
90.0
19.5
3.7
FB16
-2*
± 1
7 =
34
144
161
127
69.0
150
1611
04
1813
3.0
27.0
3.9
50FB
16-1
*±
10
= 2
010
011
090
81.0
165
1812
54
1812
4.0
39.0
5.2
FB16
-2*
± 1
7 =
34
144
161
127
82.0
165
1812
54
1813
9.0
40.0
5.4
FB10
-40*
± 2
0 =
40
138
158
118
74.0
165
1812
54
1899
.031
.85.
1FB
10-5
0B±
25
= 5
015
417
912
974
.016
518
125
418
105.
031
.15.
4
65FB
10-3
0*±
15
= 3
010
411
989
94.0
185
1814
54
1890
.053
.16.
0FB
16-2
*±
18
= 3
614
216
012
410
5.0
185
1814
54
1813
0.0
66.0
6.5
FB10
-56B
± 2
8 =
56
182
210
154
93.0
185
1814
54
1816
1.0
51.1
7.0
80FB
10-3
0B±
15
= 3
010
812
393
105.
020
020
160
818
98.0
68.2
7.4
FB16
-2*
± 2
2 =
44
140
162
118
118.
520
020
160
818
120.
085
.07.
8FB
10-5
6B±
28
= 5
618
621
415
810
5.0
200
2016
08
1817
5.0
66.0
8.6
100
FB10
-40B
± 2
0 =
40
138
158
118
74.0
165
1812
54
1899
.031
.85.
1FB
16-2
*±
22
= 4
413
615
811
414
1.0
220
2218
08
1811
4.0
121.
010
.5FB
10-5
6B±
28
= 5
621
224
018
413
6.0
220
2018
08
1821
6.0
114.
09.
9
TLTL
TLda
Db
kn
dCx
Am
mm
mm
mm
mm
mm
mm
mm
mm
mm
N/m
mcm
2kg
148
Tota
l len
gth
Bello
ws
Flan
geAxial move-ment at 1000full load cycles
unrestraint
maximal
minimal
Outside ∅
Outside ∅
Thickness
Bolt circle ∅
Number ofholes
Hole ∅or thread
Effective areaof bellows
Weight *withoutinner sleeve
Spring rate�30%
Exec
utio
n B
(pag
e 10
1)Ex
ecut
ion
L (p
age
101)
29.3_UK_Kap_06T02-FB.qxp:Kap_6_02_FB_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 148
FB10
-76B
± 3
8 =
76
236
274
198
136.
022
020
180
818
187.
011
2.0
11.0
125
FB10
-40B
± 2
0 =
40
134
154
114
158.
025
022
210
818
135.
016
0.0
12.0
FB16
-2*
± 2
4 =
48
140
164
116
172.
025
024
210
818
155.
018
3.0
14.5
FB10
-76B
± 3
8 =
76
240
278
202
157.
025
022
210
818
212.
015
5.0
15.0
FB16
-4*
± 4
6 =
92
276
322
230
176.
025
024
210
818
141.
018
3.0
22.5
150
FB10
-40B
± 2
0 =
40
134
154
114
186.
028
522
240
822
155.
022
8.0
14.0
FB16
-2*
± 2
3 =
46
140
163
117
197.
528
524
240
822
148.
024
7.0
17.2
FB10
-76B
± 3
8 =
76
240
278
202
186.
028
522
240
822
243.
022
4.0
18.0
FB16
-4*
± 5
3 =
106
307
360
254
201.
028
524
240
822
187.
024
6.0
25.0
175
FB16
-2*
± 2
0 =
40
130
150
110
230.
031
526
270
822
218.
033
7.0
22.3
FB16
-3*
± 3
7 =
74
195
232
158
229.
031
526
270
822
136.
033
7.0
23.6
FB16
-4*
± 5
3 =
106
316
369
263
230.
031
526
270
822
285.
033
5.0
32.3
200
FB10
-56B
± 2
8 =
56
235
263
207
260.
034
024
295
8M
2027
0.0
420.
026
.0FB
10-3
*±
40
= 8
018
422
414
425
5.0
340
2629
58
2210
3.0
424.
028
.0FB
10-4
*±
55
= 1
1029
034
523
525
5.0
340
2629
58
2215
0.0
423.
033
.0
250
FB10
-58B
± 2
9 =
58
240
269
211
314.
039
526
350
12M
2032
0.0
640.
032
.0FB
10-3
*±
36
= 7
219
523
115
930
8.0
395
2835
012
2212
0.0
631.
034
.0FB
10-4
*±
50
= 1
0027
432
422
430
6.0
395
2835
012
2213
8.0
628.
039
.0
300
FB10
-56B
± 2
8 =
56
250
278
222
364.
044
526
400
12M
2037
0.0
885.
042
.0FB
10-3
*±
32
= 6
418
121
314
935
8.0
445
2840
012
2214
5.0
874.
037
.0FB
10-4
*±
50
= 1
0027
032
022
035
7.0
445
2840
012
2216
0.0
871.
045
.0
350
FB10
-2*
± 1
6 =
32
130
146
114
398.
050
530
460
1622
482.
012
24.0
48.0
FB10
-56B
± 2
8 =
56
250
278
222
396.
050
526
460
16M
2040
0.0
1060
.055
.0FB
10-4
*±
59
= 1
1826
532
420
639
8.0
505
3046
016
2213
2.0
1224
.054
.0
400
FB10
-2*
± 1
7 =
34
130
147
113
450.
056
532
515
1626
479.
015
33.0
60.0
FB10
-3*
± 3
4 =
68
180
214
146
450.
056
532
515
1626
240.
015
33.0
63.0
FB10
-4*
± 6
2 =
124
265
327
203
450.
056
532
515
1626
131.
015
33.0
68.0
450
FB10
-2*
± 1
8 =
36
130
148
112
505.
061
532
565
2026
621.
019
28.0
66.0
FB10
-3*
± 3
0 =
60
166
196
136
505.
061
532
565
2026
373.
019
28.0
69.0
FB10
-4*
± 6
1 =
122
262
323
201
505.
061
532
565
2026
186.
019
28.0
76.0
500
FB10
-2*
± 1
8 =
36
135
153
117
556.
067
034
620
2026
621.
022
23.0
80.0
FB10
-3*
± 3
2 =
64
175
207
143
556.
067
034
620
2026
373.
022
23.0
83.0
FB10
-4*
± 6
4 =
128
280
344
216
556.
067
034
620
2026
187.
022
23.0
91.0
149
29.3_UK_Kap_06T02-FB.qxp:Kap_6_02_FB_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 149
BO
A T
ype
FBP
N10
DNTy
pe
600
FB10
-2*
± 1
9 =
38
140
159
121
659.
078
028
725
2030
657.
031
33.0
115.
0FB
10-3
*±
34
= 6
818
622
015
265
9.0
780
2872
520
3039
4.0
3133
.012
1.0
FB10
-4*
± 6
7 =
134
278
345
211
659.
078
028
725
2030
197.
031
33.0
135.
0
700
FB10
-3*
± 3
1 =
62
174
205
143
764.
089
530
840
2430
569.
042
22.0
144.
0FB
10-4
*±
69
= 1
3829
336
222
476
4.0
895
3084
024
3025
3.0
4222
.016
7.0
800
FB10
-3*
± 2
5 =
50
220
245
195
867.
010
1532
950
2433
1016
.054
96.0
184.
0FB
10-4
*±
50
= 1
0029
034
024
086
7.0
1015
3295
024
3350
8.0
5496
.021
0.0
TLTL
TLda
Db
kn
dCx
Am
mm
mm
mm
mm
mm
mm
mm
mm
mm
N/m
mcm
2kg
150
pre
ferr
ed s
erie
sB
= w
ithou
t in
ner
slee
ve*=
op
tiona
lly w
ith/w
ithou
t in
ner
slee
ve
Tota
l len
gth
Bello
ws
Flan
geAxial move-ment at 1000full load cycles
unrestraint
maximal
minimal
Outside ∅
Outside ∅
Thickness
Bolt circle ∅
Number ofholes
Hole ∅or thread
Effective areaof bellows
Weight *withoutinner sleeve
Spring rate�30%
Exec
utio
n B
(pag
e 10
1)Ex
ecut
ion
L (p
age
101)
29.3_UK_Kap_06T02-FB.qxp:Kap_6_02_FB_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 150
BO
A T
ype
FBP
N16
DNTy
pe
20FB
16-2
0B±
10
= 2
080
9070
35.0
105
1675
414
576.
41.
8
25FB
16-2
0B±
10
= 2
088
9878
42.0
115
1685
414
118
9.4
2.2
32FB
16-2
2B±
11
= 2
296
107
8551
.014
016
100
414
112
15.0
3.2
40FB
16-2
2B±
11
= 2
210
011
189
58.0
150
1611
04
1812
019
.53.
6FB
16-2
*±
17
= 3
414
416
112
769
.015
016
110
418
133
27.0
3.9
50FB
16-3
0B±
15
= 3
011
412
999
74.0
165
1812
54
1813
231
.85.
0FB
16-2
*±
17
= 3
414
416
112
782
.016
518
125
418
139
40.0
5.4
FB16
-48B
± 2
4 =
48
166
190
142
73.0
165
1812
54
1817
330
.15.
6
65FB
16-2
4B±
12
= 2
410
211
490
94.0
185
1814
54
1817
252
.76.
1FB
16-2
*±
18
= 3
614
216
012
410
5.0
185
1814
54
1813
066
.06.
5FB
16-4
4B±
22
= 4
416
418
614
294
.018
518
145
418
133
52.4
6.5
80FB
16-2
4B±
12
= 2
410
611
894
105.
020
020
160
818
188
67.9
7.4
FB16
-2*
± 2
2 =
44
140
162
118
118.
520
020
160
818
120
85.0
7.8
FB16
-46B
± 2
3 =
46
170
193
147
105.
020
020
160
818
146
67.5
8.0
100
FB16
-24B
± 1
2 =
24
126
138
114
136.
022
020
180
818
479
114.
08.
9FB
16-2
*±
22
= 4
413
615
811
414
1.0
220
2218
08
1811
412
1.0
10.5
FB16
-46B
± 2
3 =
46
214
237
191
136.
022
020
180
818
415
113.
010
.0FB
16-7
2B±
36
= 7
225
829
422
213
5.0
220
2018
08
1830
010
9.0
12.0
TLTL
TLda
Db
kn
dCx
Am
mm
mm
mm
mm
mm
mm
mm
mm
mm
N/m
mcm
2kg
151
Tota
l len
gth
Bello
ws
Flan
geAxial move-ment at 1000full load cycles
unrestraint
maximal
minimal
Outside ∅
Outside ∅
Thickness
Bolt circle ∅
Number ofholes
Hole ∅or thread
Effective areaof bellows
Weight *withoutinner sleeve
Spring rate�30%
Exec
utio
n B
(pag
e 10
1)Ex
ecut
ion
L (p
age
101)
29.3_UK_Kap_06T02-FB.qxp:Kap_6_02_FB_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 151
BO
A T
ype
FBP
N16
DNTy
pe
125
FB16
-24B
± 1
2 =
24
130
142
118
158.
025
022
210
818
546
158.
012
.0FB
16-2
*±
24
= 4
814
016
411
617
2.0
250
2421
08
1815
518
3.0
14.5
FB16
-56B
± 2
8 =
56
216
244
188
158.
025
022
210
818
246
158.
014
.0FB
16-4
*±
46
= 9
227
632
223
017
6.0
250
2421
08
1814
118
3.0
22.5
150
FB16
-24B
± 1
2 =
24
130
142
118
186.
028
522
240
822
632
226.
015
.0FB
16-2
*±
23
= 4
614
016
311
719
7.5
285
2424
08
2214
824
7.0
17.2
FB16
-58B
± 2
9 =
58
216
245
187
186.
028
522
240
822
285
226.
016
.0FB
16-4
*±
53
= 1
0630
736
025
420
1.0
285
2424
08
2218
724
6.0
25.0
175
FB16
-2*
± 2
0 =
40
130
150
110
230.
031
526
270
822
218
337.
022
.3FB
16-3
*±
37
= 7
419
523
215
822
9.0
315
2627
08
2213
633
7.0
23.6
FB16
-4*
± 5
3 =
106
316
369
263
230.
031
526
270
822
285
335.
032
.3
200
FB16
-2*
± 1
9 =
38
133
152
114
253.
034
026
295
1222
330
419.
023
.5FB
16-4
4B±
22
= 4
424
026
221
826
0.0
340
2429
512
M20
530
420.
027
.0FB
16-4
*±
53
= 1
0630
135
424
825
4.0
340
2629
512
2224
741
7.0
33.0
250
FB16
-2*
± 1
6 =
32
132
148
116
306.
540
532
355
1226
498
627.
039
.2FB
16-4
6B±
23
= 4
625
027
322
731
4.0
405
2635
512
M24
600
640.
040
.0FB
16-4
*±
55
= 1
1028
834
323
330
6.5
405
3235
512
2621
762
5.0
47.4
300
FB16
-2*
± 1
5 =
30
135
150
120
361.
046
032
410
1226
570
880.
046
.0FB
16-4
6B±
23
= 4
625
527
823
236
4.0
460
2841
012
M24
720
885.
054
.0
TLTL
TLda
Db
kn
dCx
Am
mm
mm
mm
mm
mm
mm
mm
mm
mm
N/m
mcm
2kg
152
Tota
l len
gth
Bello
ws
Flan
geAxial move-ment at 1000full load cycles
unrestraint
maximal
minimal
Outside ∅
Outside ∅
Thickness
Bolt circle ∅
Number ofholes
Hole ∅or thread
Effective areaof bellows
Weight *withoutinner sleeve
Spring rate�30%
Exec
utio
n B
(pag
e 10
1)Ex
ecut
ion
L (p
age
101)
29.3_UK_Kap_06T02-FB.qxp:Kap_6_02_FB_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 152
FB16
-4*
± 6
0 =
120
299
359
239
359.
046
032
410
1226
203
874.
055
.8
350
FB16
-2*
± 1
7 =
34
150
167
133
399.
052
036
470
1626
733
1227
.064
.0FB
16-4
6B±
23
= 4
626
028
323
739
6.0
520
2847
016
M24
760
1060
.070
.0FB
16-4
*±
61
= 1
2229
535
623
439
9.0
520
3647
016
2620
012
27.0
73.0
400
FB16
-2*
± 1
8 =
36
160
178
142
452.
058
038
525
1630
856
1530
.080
.0FB
16-3
*±
30
= 6
019
022
016
045
2.0
580
3852
516
3051
415
30.0
83.0
FB16
-4*
± 6
0 =
120
290
350
230
452.
058
038
525
1630
257
1530
.092
.0
450
FB16
-2*
± 1
9 =
38
160
179
141
506.
064
042
585
2030
880
1803
.010
1.0
FB16
-3*
± 3
1 =
62
195
226
164
506.
064
042
585
2030
528
1803
.010
5.0
FB16
-4*
± 6
2 =
124
300
362
238
506.
064
042
585
2030
264
1803
.011
5.0
500
FB16
-2*
± 1
5 =
30
160
175
145
556.
071
544
650
2033
1291
2231
.013
2.0
FB16
-3*
± 2
5 =
50
195
220
170
556.
071
544
650
2033
775
2231
.013
6.0
FB16
-4*
± 5
0 =
100
290
340
240
556.
071
544
650
2033
388
2231
.014
6.0
600
FB16
-3*
± 2
6 =
52
185
211
159
660.
084
036
770
2036
770
3131
.018
1.0
FB16
-4*
± 4
8 =
96
265
313
217
660.
084
036
770
2036
428
3131
.020
8.0
700
FB16
-3*
± 2
4 =
48
190
214
166
765.
091
036
840
2436
1113
4243
.018
2.0
FB16
-4*
± 4
9 =
98
280
329
231
765.
091
036
840
2436
557
4243
.021
2.0
800
FB16
-3*
± 2
5 =
50
220
245
195
868.
010
2538
950
2439
1226
5511
.023
3.0
FB16
-4*
± 5
0 =
100
300
350
250
868.
010
2538
950
2439
613
5511
.026
9.0
153
pre
ferr
ed s
erie
sB
= w
ithou
t in
ner
slee
ve*=
op
tiona
lly w
ith/w
ithou
t in
ner
slee
ve
29.3_UK_Kap_06T02-FB.qxp:Kap_6_02_FB_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 153
154
BO
A T
ype
WP
N6
Tota
l len
gth
Bello
ws
Wel
d en
ds
TLTL
dade
sCx
Am
Axial move-ment at 1000full load cycles
unrestraint/without innersleeve
unrestraint/with innersleeve
Outside ∅
Outside ∅
Thickness
Effective areaof bellows
Weight *withoutinner sleeve
Execution
Spring rate�30%
mm
mm
mm
mm
mm
mm
N/m
mcm
2kg
Exec
utio
n l
(pag
e 10
2)Ex
ecut
ion
ll (p
age
102)
DNTy
pe
15W
10-2
6*±
13
= 2
614
016
535
.021
.32.
343
.06.
40.
2I
W10
-36*
± 1
8 =
36
152
192
34.0
21.3
2.3
52.0
6.0
0.2
I
20W
10-2
6*±
13
= 2
614
015
535
.026
.92.
343
.06.
40.
2I
W10
-36*
± 1
8 =
36
152
177
34.0
26.9
2.3
52.0
6.0
0.2
I
25W
10-2
8*±
14
= 2
815
016
542
.033
.72.
689
.09.
40.
3I
W10
-38*
± 1
9 =
38
148
173
41.0
33.7
2.6
54.0
9.1
0.3
I
32W
10-3
0*±
15
= 3
016
218
251
.042
.42.
684
.015
.00.
4I
W10
-40*
± 2
0 =
40
186
216
51.0
42.4
2.6
121.
014
.20.
5I
40W
10-3
0*±
15
= 3
016
818
858
.048
.32.
690
.019
.50.
4I
W10
-44*
± 2
2 =
44
198
228
57.0
48.3
2.6
125.
018
.50.
7I
W16
-3L
± 3
0 =
60
426
-68
.248
.32.
956
.527
1.7
II
50W
16-1
*±
16
= 3
228
528
581
.260
.33.
210
1.0
391.
3I
W10
-40*
± 2
0 =
40
180
210
74.0
60.3
2.9
99.0
31.8
0.7
IW
10-5
0*±
25
= 5
019
623
674
.060
.32.
910
5.0
31.1
0.9
I
65W
16-1
*±
19
= 3
828
528
510
4.8
76.1
3.2
90.0
661.
7I
W6-
54*
± 2
7 =
54
230
280
94.0
76.1
2.9
78.0
52.7
1.1
IW
6-70
*±
35
= 7
024
629
694
.076
.12.
984
.051
.71.
4I
80W
16-1
*±
20
= 4
028
528
511
8.5
88.9
3.6
101.
084
2.3
I
29.3_UK_Kap_06T03-W.qxp:Kap_6_03_W_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 154
155
W6-
56*
± 2
8 =
56
230
280
105.
088
.93.
285
.067
.91.
3I
W6-
70*
± 3
5 =
70
246
296
105.
088
.93.
291
.066
.71.
7I
100
W16
-1*
± 2
2 =
44
344
344
142.
111
4.3
4.0
102.
012
73.
8I
W6-
76*
± 3
8 =
76
268
338
136.
011
4.3
3.6
90.0
115
2.3
IW
16-3
L±
44
= 8
848
2-
142.
111
4.3
4.0
51.0
127
5.7
IIW
6-92
*±
46
= 9
229
239
213
6.0
114.
33.
611
1.0
113
3.2
I
125
W16
-1*
± 2
2 =
44
344
344
170.
813
9.7
4.0
129.
018
45.
0I
W6-
76*
± 3
8 =
76
270
340
158.
013
9.7
4.0
103.
015
92.
9I
W16
-3L
± 4
4 =
88
482
-17
0.8
139.
74.
064
.518
48.
6II
W6-
92*
± 4
6 =
92
292
392
158.
013
9.7
4.0
125.
015
74.
0I
150
W16
-2*
± 3
5 =
70
390
-20
1.0
168.
34.
511
4.0
262
7.7
IW
6-76
*±
38
= 7
627
034
018
6.0
168.
34.
511
9.0
228
3.7
IW
6-96
*±
48
= 9
629
239
218
6.0
168.
34.
514
3.0
225
5.0
I
175
W16
-1B
± 2
1 =
42
230
-23
0.0
193.
75.
619
9.0
342
6.6
IW
16-2
*±
37
= 7
427
8-
230.
019
3.7
5.6
114.
034
28.
1I
W16
-3*
± 4
9 =
98
324
-23
1.0
193.
75.
613
8.0
342
10.7
IW
16-4
L±
80
= 1
6053
2-
230.
019
3.7
5.6
50.0
342
18.0
II
200
W16
-60*
± 3
0 =
60
290
350
257.
021
9.1
6.3
400.
041
08.
1I
W16
-2*
± 3
7 =
74
294
-25
6.0
219.
14.
516
9.0
434
9.5
IW
16-3
*±
54
= 1
0834
6-
257.
021
9.1
4.5
136.
043
414
.0I
W 6
-4L
± 9
2 =
184
548
-25
4.0
219.
14.
524
.043
414
.3II
250
W16
-66*
± 3
3 =
66
295
360
312.
027
3.0
6.3
450.
062
511
.0I
W16
-2*
± 3
3 =
66
288
-31
3.0
273.
05.
016
3.0
660
13.6
IW
16-3
*±
57
= 1
1434
5-
313.
027
3.0
5.0
122.
066
016
.0I
W6-
4*±
92
= 1
8444
9-
312.
027
3.0
5.0
78.0
660
20.6
I
300
W16
-70*
± 3
5 =
70
295
365
363.
032
3.9
8.0
500.
087
014
.0I
W16
-2*
± 3
9 =
78
294
-36
6.5
323.
95.
624
8.0
911
17.5
IW
16-3
*±
52
= 1
0433
3-
366.
532
3.9
5.6
186.
091
120
.7I
W6-
4*±
96
= 1
9243
4-
364.
032
3.9
5.6
70.0
911
20.8
I
350
W6-
1B±
20
= 4
023
1-
399.
035
5.6
5.6
204.
011
0111
.0I
W16
-72*
± 3
6 =
72
300
375
395.
035
5.6
8.0
550.
010
4515
.0I
W16
-100
*±
50
= 1
0035
546
039
5.0
355.
68.
045
0.0
1045
25.0
IW
6-4*
± 1
06 =
212
496
-40
1.0
355.
65.
678
.011
0333
.0I
400
W6-
1B±
22
= 4
423
7-
451.
040
6.4
6.3
255.
014
1715
.0I
29.3_UK_Kap_06T03-W.qxp:Kap_6_03_W_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 155
DNTy
pe
W16
-76*
± 3
8 =
76
300
385
445.
040
6.4
8.8
600.
013
5518
.0I
W16
-106
*±
53
= 1
0636
047
044
5.0
406.
48.
850
0.0
1355
29.0
IW
6-4*
± 1
01 =
202
479
-45
1.0
406.
46.
371
.014
1338
.0I
450
W6-
1B±
23
= 4
623
9-
505.
045
7.0
6.3
262.
017
9828
.7I
W10
-78*
± 3
9 =
78
300
375
498.
045
7.2
10.0
700.
017
1022
.0I
W16
-108
*±
54
= 1
0836
048
049
8.0
457.
210
.055
0.0
1710
34.0
IW
6-4*
± 1
06 =
212
508
-50
5.0
457.
06.
373
.017
9459
.0I
500
W6-
1B±
26
= 5
224
5-
557.
050
8.0
6.3
316.
021
9522
.0I
W10
-80*
± 4
0 =
80
300
385
550.
050
8.0
11.0
700.
021
0025
.0I
W16
-110
*±
55
= 1
1036
048
055
0.0
508.
011
.060
0.0
2100
40.0
IW
6-4*
± 1
04 =
208
497
-55
7.0
508.
06.
379
.021
9549
.0I
600
W6-
1B±
29
= 5
825
1-
663.
061
1.4
8.0
371.
031
4532
.0I
W10
-80*
± 4
0 =
80
300
385
652.
060
9.6
8.0
900.
030
1027
.0I
W16
-116
*±
58
= 1
1636
549
065
2.0
609.
68.
070
0.0
3010
43.0
IW
6-4*
± 1
18 =
236
511
-66
3.0
611.
48.
093
.031
4570
.0I
700
W6-
74B
± 3
7 =
74
315
-75
4.0
711.
012
.011
00.0
4080
40.0
IW
6-2*
± 5
1 =
102
294
-76
4.0
713.
08.
019
2.0
4224
47.0
IW
6-3*
± 7
2 =
144
362
-76
4.0
713.
08.
013
7.0
4224
57.0
IW
6-4*
± 1
14 =
228
497
-76
4.0
713.
08.
087
.042
2476
.0I
156
BO
A T
ype
W
PN
6
TLTL
dade
sCx
Am
mm
mm
mm
mm
mm
mm
N/m
mcm
2kg
Tota
l len
gth
Bello
ws
Wel
d en
ds
Axial move-ment at 1000full load cycles
unrestraint/without innersleeve
unrestraint/with innersleeve
Outside ∅
Outside ∅
Thickness
Effective areaof bellows
Weight *withoutinner sleeve
Execution
Spring rate�30%
Exec
utio
n l
(pag
e 10
2)Ex
ecut
ion
ll (p
age
102)
29.3_UK_Kap_06T03-W.qxp:Kap_6_03_W_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 156
800
W6-
56*
± 2
8 =
56
245
295
912.
081
2.8
8.0
963.
058
2634
.0I
W6-
114*
± 5
7 =
114
420
530
905.
081
2.8
8.0
509.
057
7546
.0I
W6-
164*
± 8
2 =
164
465
635
890.
081
2.8
8.0
403.
056
6652
.0I
900
W6-
58*
± 2
9 =
58
245
295
1015
.091
4.4
10.0
1066
.073
0338
.0I
W6-
116*
± 5
8 =
116
420
530
1008
.091
4.4
10.0
561.
072
4651
.0I
W6-
164*
± 8
2 =
164
465
635
994.
091
4.4
10.0
441.
071
2458
.0I
1000
W6-
56*
± 2
8 =
56
245
275
1120
.010
16.0
10.0
1097
.089
4847
.0I
W6-
122*
± 6
1 =
122
385
485
1115
.010
16.0
10.0
547.
088
9862
.0I
W6-
166*
± 8
3 =
166
425
575
1100
.010
16.0
10.0
397.
087
6170
.0I
pre
ferr
ed s
erie
sB
= w
ithou
t in
ner
slee
veL
= w
ith in
ner
slee
ve*=
op
tiona
lly w
ith/w
ithou
t in
ner
slee
ve
157
29.3_UK_Kap_06T03-W.qxp:Kap_6_03_W_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 157
158
BO
A T
ype
WP
N10
DNTy
pe
15W
10-2
6*±
13
= 2
614
016
535
.021
.32.
343
.06.
40.
2I
W10
-36*
± 1
8 =
36
152
192
34.0
21.3
2.3
52.0
6.0
0.2
I
20W
10-2
6*±
13
= 2
614
015
535
.026
.92.
343
.06.
40.
2I
W10
-36*
± 1
8 =
36
152
177
34.0
26.9
2.3
52.0
6.0
0.2
I
25W
10-2
8*±
14
= 2
815
016
542
.033
.72.
689
.09.
40.
3I
W10
-38*
± 1
9 =
38
148
173
41.0
33.7
2.6
54.0
9.1
0.3
I
32W
10-3
0*±
15
= 3
016
218
251
.042
.42.
684
.015
.00.
4I
W10
-40*
± 2
0 =
40
186
216
51.0
42.4
2.6
121.
014
.20.
5I
40W
10-3
0*±
15
= 3
016
818
858
.048
.32.
690
.019
.50.
4I
W10
-44*
± 2
2 =
44
198
228
57.0
48.3
2.6
125.
018
.50.
7I
W16
-3L
± 3
0 =
60
426
-68
.248
.32.
956
.527
.01.
7II
50W
16-1
*±
16
= 3
228
528
581
.260
.33.
210
1.0
39.0
1.3
IW
10-4
0*±
20
= 4
018
021
074
.060
.32.
999
.031
.80.
7I
W10
-50*
± 2
5 =
50
196
236
74.0
60.3
2.9
105.
031
.10.
9I
65W
10-3
0*±
15
= 3
016
617
694
.076
.12.
990
.053
.10.
7I
W10
-56*
± 2
8 =
56
244
294
93.0
76.1
2.9
161.
051
.11.
7I
W16
-3L
± 3
8 =
76
426
-10
4.8
76.1
3.2
45.0
66.0
2.9
II
80W
10-3
0*±
15
= 3
016
617
610
5.0
88.9
3.2
98.0
68.2
0.9
I
TLTL
dade
sCx
Am
mm
mm
mm
mm
mm
mm
N/m
mcm
2kg
Tota
l len
gth
Bello
ws
Wel
d en
ds
Axial move-ment at 1000full load cycles
unrestraint/without innersleeve
unrestraint/with innersleeve
Outside ∅
Outside ∅
Thickness
Effective areaof bellows
Weight *withoutinner sleeve
Execution
Spring rate�30%
Exec
utio
n l
(pag
e 10
2)Ex
ecut
ion
ll (p
age
102)
29.3_UK_Kap_06T03-W.qxp:Kap_6_03_W_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 158
159
W10
-56*
± 2
8 =
56
244
294
105.
088
.93.
217
5.0
66.0
2.0
IW
16-3
L±
40
= 8
042
6-
118.
588
.93.
650
.584
.03.
8II
100
W10
-40*
± 2
0 =
40
188
208
136.
011
4.3
3.6
119.
011
5.0
1.5
IW
10-5
6*±
28
= 5
627
031
013
6.0
114.
33.
621
6.0
114.
02.
7I
W10
-76*
± 3
8 =
76
292
362
136.
011
4.3
3.6
187.
011
2.0
3.6
I
125
W10
-40*
± 2
0 =
40
188
208
158.
013
9.7
4.0
135.
016
0.0
2.0
IW
10-7
6*±
38
= 7
629
236
215
7.0
139.
74.
021
2.0
155.
04.
5I
W16
-3L
± 4
4 =
88
482
-17
0.8
139.
74.
064
.518
4.0
8.6
II
150
W10
-40*
± 2
0 =
40
188
208
186.
016
8.3
4.5
155.
022
8.0
2.6
IW
10-7
6*±
38
= 7
629
236
218
6.0
168.
34.
524
3.0
224.
05.
6I
W16
-3*
± 5
0 =
100
462
-20
4.0
168.
34.
515
5.0
262.
011
.5I
175
W16
-1B
± 2
1 =
42
230
-23
0.0
193.
75.
619
9.0
342.
06.
6I
W16
-2*
± 3
7 =
74
278
-23
0.0
193.
75.
611
4.0
342.
08.
1I
W16
-3*
± 4
9 =
98
324
-23
1.0
193.
75.
613
8.0
342.
010
.7I
W16
-4L
± 8
0 =
160
532
-23
0.0
193.
75.
650
.034
2.0
18.0
II
200
W16
-60*
± 3
0 =
60
290
350
257.
021
9.1
6.3
400.
041
0.0
8.1
IW
16-2
*±
37
= 7
429
4-
256.
021
9.1
4.5
169.
043
4.0
9.5
IW
16-3
*±
54
= 1
0834
6-
257.
021
9.1
4.5
136.
043
4.0
14.0
I
250
W16
-66*
± 3
3 =
66
295
360
312.
027
3.0
6.3
450.
062
5.0
11.0
IW
16-2
*±
40
= 8
028
8-
313.
027
3.0
5.0
163.
066
0.0
13.6
IW
16-3
*±
57
= 1
1434
5-
313.
027
3.0
5.0
122.
066
0.0
16.0
I
300
W16
-70*
± 3
5 =
70
295
365
363.
032
3.9
8.0
500.
087
0.0
14.0
IW
16-2
*±
39
= 7
829
4-
366.
532
3.9
5.6
248.
091
1.0
17.5
IW
16-3
*±
52
= 1
0433
3-
266.
532
3.9
5.6
186.
091
1.0
20.7
IW
10-4
*±
96
= 1
9246
2-
366.
032
3.9
5.6
119.
091
1.0
29.6
I
350
W10
-1B
± 2
1 =
42
238
-40
1.0
355.
65.
636
5.0
1103
.013
.0I
W16
-72*
± 3
6 =
72
300
375
395.
035
5.6
8.0
550.
010
45.0
15.0
IW
16-1
00*
± 5
0 =
100
355
460
395.
035
5.6
8.0
450.
010
45.0
25.0
IW
10-4
*±
98
= 1
9645
8-
401.
035
5.6
5.6
122.
010
93.0
37.0
I
400
W10
-1B
± 2
2 =
44
240
-45
3.0
406.
46.
336
2.0
1424
.016
.0I
W16
-76*
± 3
8 =
76
300
385
445.
040
6.4
8.8
600.
013
55.0
18.0
IW
16-1
06±
53
= 1
0636
047
044
5.0
406.
48.
850
0.0
1355
.029
.0I
W10
-4*
± 1
04 =
208
469
-45
3.0
406.
46.
312
1.0
1424
.047
.0I
450
W10
-1B
± 2
4 =
48
243
-50
7.0
457.
06.
337
2.0
1806
.031
.0I
29.3_UK_Kap_06T03-W.qxp:Kap_6_03_W_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 159
160
BO
A T
ype
WP
N10
DNTy
pe
W10
-78*
± 3
9 =
78
300
375
498.
045
7.2
10.0
700.
017
10.0
22.0
IW
16-1
08*
± 5
4 =
108
360
480
498.
045
7.2
10.0
550.
017
10.0
34.0
IW
10-4
*±
101
= 2
0247
1-
507.
045
7.0
6.3
121.
017
97.0
61.0
I
500
W10
-1B
± 2
6 =
52
247
-55
9.0
508.
06.
342
7.0
2204
.024
.0I
W10
-80*
± 4
0 =
80
300
385
550.
050
8.0
11.0
700.
021
00.0
25.0
IW
16-1
10*
± 5
5 =
110
360
480
550.
050
8.0
11.0
600.
021
00.0
40.0
IW
10-4
*±
107
= 2
1448
1-
559.
050
8.0
6.3
121.
021
99.0
55.0
I
600
W10
-1B
± 1
9 =
38
228
-66
3.0
611.
48.
072
3.0
3133
.032
.0I
W10
-80*
± 4
0 =
80
300
385
652.
060
9.6
8.0
900.
030
10.0
27.0
IW
16-1
16*
± 5
8 =
116
365
490
652.
060
9.6
8.0
700.
030
10.0
43.0
IW
10-4
*±
107
= 2
1448
2-
663.
061
1.4
8.0
131.
031
33.0
72.0
I
700
W10
-74*
± 3
7 =
74
315
385
754.
071
1.0
12.0
1100
.040
80.0
40.0
IW
10-1
14*
± 5
7 =
114
365
490
754.
071
1.0
12.0
900.
040
80.0
58.0
IW
10-3
*±
75
= 1
5038
4-
766.
071
1.2
8.0
234.
042
22.0
71.0
IW
10-4
*±
118
= 2
3651
2-
766.
071
1.2
8.0
149.
042
22.0
95.0
I
800
W10
-44*
± 2
2 =
44
245
285
897.
081
2.8
8.0
1460
.057
24.0
33.0
IW
10-1
02*
± 5
1 =
102
420
530
897.
081
2.8
8.0
626.
057
24.0
44.0
IW
10-1
62*
± 8
1 =
162
480
650
890.
081
2.8
8.0
629.
056
39.0
65.0
I
900
W10
-42*
± 2
1 =
42
245
285
999.
091
4.4
10.0
1706
.071
76.0
37.0
I
TLTL
dade
sCx
Am
mm
mm
mm
mm
mm
mm
N/m
mcm
2kg
Tota
l len
gth
Bello
ws
Wel
d en
ds
Axial move-ment at 1000full load cycles
unrestraint/without innersleeve
unrestraint/with innersleeve
Outside ∅
Outside ∅
Thickness
Effective areaof bellows
Weight *withoutinner sleeve
Execution
Spring rate�30%
Exec
utio
n l
(pag
e 10
2)Ex
ecut
ion
ll (p
age
102)
29.3_UK_Kap_06T03-W.qxp:Kap_6_03_W_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 160
W10
-100
*±
50
= 1
0042
053
099
9.0
914.
410
.073
1.0
7176
.049
.0I
W10
-162
*±
81
= 1
6248
065
099
3.0
914.
410
.068
6.0
7093
.074
.0I
1000
W10
-46*
± 2
3 =
46
280
300
1092
.010
16.0
10.0
1930
.087
07.0
48.0
IW
10-1
00*
± 5
0 =
100
420
500
1097
.010
16.0
10.0
826.
087
45.0
61.0
IW
10-1
66*
± 8
3 =
166
435
585
1099
.010
16.0
10.0
608.
087
27.0
87.0
I
pre
ferr
ed s
erie
sB
= w
ithou
t in
ner
slee
veL
= w
ith in
ner
slee
ve*=
op
tiona
lly w
ith/w
ithou
t in
ner
slee
ve
161
29.3_UK_Kap_06T03-W.qxp:Kap_6_03_W_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 161
162
BO
A T
ype
WP
N16
DNTy
pe
15W
16-2
0*±
10
= 2
012
615
135
.021
.32.
357
.06.
40.
2I
W16
-30*
± 1
5 =
30
140
165
34.0
21.3
2.3
63.0
6.0
0.2
I
20W
16-2
0*±
10
= 2
012
614
135
.026
.92.
357
.06.
40.
2I
W16
-30*
± 1
5 =
30
140
155
34.0
26.9
2.3
63.0
6.0
0.2
I
25W
16-2
0*±
10
= 2
013
414
942
.033
.72.
611
8.0
9.4
0.2
IW
16-2
8*±
14
= 2
816
217
741
.033
.72.
615
1.0
8.8
0.4
I
32W
16-2
2*±
11
= 2
214
215
251
.042
.42.
611
2.0
15.0
0.3
IW
16-3
4*±
17
= 3
417
019
051
.042
.42.
614
2.0
14.2
0.5
I
40W
16-1
*±
15
= 3
028
528
568
.248
.32.
911
3.0
27.0
1.0
IW
16-3
6*±
18
= 3
618
220
257
.048
.32.
614
5.0
18.5
0.6
IW
16-3
L±
30
= 6
042
6-
68.2
48.3
2.9
56.5
27.0
1.7
II
50W
16-1
*±
16
= 3
228
528
581
.260
.33.
210
1.0
39.0
1.3
IW
16-4
8*±
24
= 4
820
624
673
.060
.32.
917
3.0
30.1
1.2
IW
16-3
L±
32
= 6
442
6-
81.2
60.3
3.2
50.5
39.0
2.1
II
65W
16-1
*±
19
= 3
828
528
510
4.8
76.1
3.2
90.0
66.0
1.7
IW
16-4
4*±
22
= 4
422
625
694
.076
.12.
913
3.0
52.4
1.2
IW
16-3
L±
38
= 7
642
6-
104.
876
.13.
245
.066
.02.
9II
80W
16-1
*±
20
= 4
028
528
511
8.5
88.9
3.6
101.
084
.02.
3I
TLTL
dade
sCx
Am
mm
mm
mm
mm
mm
mm
N/m
mcm
2kg
Tota
l len
gth
Bello
ws
Wel
d en
ds
Axial move-ment at 1000full load cycles
unrestraint/without innersleeve
unrestraint/with innersleeve
Outside ∅
Outside ∅
Thickness
Effective areaof bellows
Weight *withoutinner sleeve
Execution
Spring rate�30%
Exec
utio
n l
(pag
e 10
2)Ex
ecut
ion
ll (p
age
102)
29.3_UK_Kap_06T03-W.qxp:Kap_6_03_W_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 162
163
W16
-46*
± 2
3 =
46
228
258
105.
088
.93.
214
6.0
67.5
1.5
IW
16-3
L±
40
= 8
042
6-
118.
588
.93.
650
.584
.03.
8II
100
W16
-1*
± 2
2 =
44
344
344
142.
111
4.3
4.0
102.
012
7.0
3.8
IW
25-4
6*±
23
= 4
627
231
213
6.0
114.
33.
641
5.0
113.
03.
2I
W16
-3L
± 4
4 =
88
482
-14
2.1
114.
34.
051
.012
7.0
5.7
II
125
W16
-1*
± 2
2 =
44
344
344
170.
813
9.7
4.0
129.
018
4.0
5.0
IW
16-5
6*±
28
= 5
627
031
015
7.0
139.
74.
033
6.0
152.
03.
4I
W16
-3L
± 4
4 =
88
482
-17
0.8
139.
74.
064
.518
4.0
8.6
II
150
W16
-58*
± 2
9 =
58
270
310
185.
016
8.3
4.5
381.
021
9.0
7.4
IW
16-2
*±
35
= 7
039
0-
201.
016
8.3
4.5
114.
026
2.0
7.7
IW
16-3
*±
50
= 1
0046
2-
204.
016
8.3
4.5
155.
026
2.0
11.5
I
175
W16
-1B
± 2
1 =
42
230
-23
0.0
193.
75.
619
9.0
342.
06.
6I
W16
-2*
± 3
7 =
74
278
-23
0.0
193.
75.
611
4.0
342.
08.
1I
W16
-3*
± 4
9 =
98
324
-23
1.0
193.
75.
613
8.0
342.
010
.7I
W16
-4L
± 8
0 =
160
532
-23
0.0
193.
75.
650
.034
2.0
18.0
II
200
W16
-60*
± 3
0 =
60
290
350
257.
021
9.1
6.3
400.
041
0.0
8.1
IW
16-2
*±
37
= 7
429
4-
256.
021
9.1
4.5
169.
043
4.0
9.5
IW
16-3
*±
54
= 1
0834
6-
257.
021
9.1
4.5
136.
043
4.0
14.0
I
250
W16
-66*
± 3
3 =
66
295
360
312.
027
3.0
6.3
450.
062
5.0
11.0
IW
16-2
*±
40
= 8
028
8-
313.
027
3.0
5.0
163.
066
0.0
13.6
IW
16-3
*±
57
= 1
1434
5-
313.
027
3.0
5.0
122.
066
0.0
16.0
I
300
W16
-70*
± 3
3 =
66
295
365
363.
032
3.9
8.0
500.
087
0.0
14.0
IW
16-2
*±
39
= 7
829
4-
366.
532
3.9
5.6
248.
091
1.0
17.5
IW
16-3
*±
52
= 1
0433
3-
366.
532
3.9
5.6
186.
091
1.0
20.7
I
350
W16
-1B
± 2
1 =
42
244
-40
1.0
355.
65.
652
8.0
1093
.015
.0I
W16
-72*
± 3
6 =
72
300
375
395.
035
5.6
8.0
550.
010
45.0
15.0
IW
16-1
00*
± 5
0 =
100
355
460
395.
035
5.6
8.0
450.
010
45.0
25.0
IW
16-4
*±
90
= 1
8049
1-
405.
235
5.6
5.6
189.
011
00.0
50.3
I
400
W16
-1B
± 2
3 =
46
251
-45
5.0
406.
46.
358
3.0
1421
.020
.0I
W16
-76*
± 3
4 =
68
300
385
447.
040
6.4
8.8
600.
013
55.0
18.0
IW
16-1
06*
± 5
3 =
106
360
470
445.
040
6.4
8.8
500.
013
55.0
29.0
IW
16-4
*±
92
= 1
8447
3-
457.
040
6.4
6.3
189.
014
24.0
56.0
I
450
W16
-1B
± 2
5 =
50
251
-50
9.0
457.
06.
359
9.0
1803
.035
.0I
W16
-62*
± 3
1 =
62
300
375
498.
045
7.2
10.0
1200
.017
10.0
24.0
I
29.3_UK_Kap_06T03-W.qxp:Kap_6_03_W_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 163
164
BO
A T
ype
WP
N16
DNTy
pe
W16
-108
*±
54
= 1
0836
048
049
8.0
457.
210
.055
0.0
1710
.034
.0I
W16
-4*
± 1
00 =
200
486
-51
2.0
457.
06.
319
4.0
1806
.075
.0I
500
W16
-1B
± 2
7 =
54
258
-56
1.0
508.
06.
365
6.0
2202
.028
.0I
W16
-64*
± 3
2 =
64
300
385
550.
050
8.0
11.0
1300
.021
00.0
28.0
IW
16-1
10*
± 5
5 =
110
360
480
550.
050
8.0
11.0
600.
021
00.0
40.0
IW
16-4
*±
107
= 2
1450
1-
563.
050
8.0
6.3
209.
022
04.0
78.0
I
600
W16
-66*
± 3
0 =
60
300
385
652.
060
9.6
8.0
1500
.030
10.0
30.0
IW
16-1
16*
± 5
8 =
116
365
490
652.
060
9.6
8.0
700.
030
10.0
43.0
IW
16-3
*±
70
= 1
4037
2-
665.
060
9.6
8.0
305.
031
31.0
66.0
IW
16-4
*±
113
= 2
2649
1-
667.
060
9.6
8.0
211.
031
45.0
91.0
I
700
W16
-60*
± 3
0 =
60
315
385
754.
071
1.0
12.0
1900
.040
80.0
44.0
IW
16-1
14*
± 5
7 =
114
365
490
754.
071
1.0
12.0
900.
040
80.0
58.0
IW
16-3
*±
66
= 1
3235
5-
771.
071
3.6
10.0
391.
042
43.0
82.0
IW
16-4
*±
110
= 2
2049
6-
771.
071
3.6
10.0
235.
042
43.0
114.
0I
800
W16
-36B
± 1
8 =
36
250
-91
1.0
812.
88.
038
39.0
5799
.040
.0I
W16
-72*
± 3
6 =
72
430
500
904.
081
2.8
8.0
2004
.057
49.0
59.0
IW
16-1
14*
± 5
7 =
114
440
550
903.
081
2.8
8.0
1047
.057
32.0
67.0
IW
16-1
60*
± 8
0 =
160
490
650
889.
081
2.8
8.0
880.
056
11.0
79.0
I
900
W16
-36B
± 1
8 =
36
250
-10
14.0
914.
410
.042
62.0
7274
.045
.0I
TLTL
dade
sCx
Am
mm
mm
mm
mm
mm
mm
N/m
mcm
2kg
Tota
l len
gth
Bello
ws
Wel
d en
ds
Axial move-ment at 1000full load cycles
unrestraint/without innersleeve
unrestraint/with innersleeve
Outside ∅
Outside ∅
Thickness
Effective areaof bellows
Weight *withoutinner sleeve
Execution
Spring rate�30%
Exec
utio
n l
(pag
e 10
2)Ex
ecut
ion
ll (p
age
102)
29.3_UK_Kap_06T03-W.qxp:Kap_6_03_W_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 164
165
W16
-74*
± 3
7 =
74
430
500
1007
.091
4.4
10.0
2229
.072
17.0
66.0
IW
16-1
16*
± 5
8 =
116
440
550
1007
.091
4.4
10.0
1150
.071
98.0
76.0
IW
16-1
60*
± 8
0 =
160
490
650
992.
091
4.4
10.0
955.
070
62.0
89.0
I
1000
W16
-32B
± 1
6 =
32
250
-11
14.0
1016
.010
.051
78.0
8868
.054
.0I
W16
-76*
± 3
8 =
76
395
445
1114
.010
16.0
10.0
2245
.088
65.0
78.0
IW
16-1
10±
55
= 1
1040
049
011
08.0
1016
.015
.013
00.0
8799
.087
.0I
W16
-166
*±
83
= 1
6645
060
010
98.0
1016
.015
.082
8.0
8693
.010
4.0
I
pre
ferr
ed s
erie
sB
= w
ithou
t in
ner
slee
veL
= w
ith in
ner
slee
ve*=
op
tiona
lly w
ith/w
ithou
t in
ner
slee
ve
29.3_UK_Kap_06T03-W.qxp:Kap_6_03_W_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 165
166
BO
A T
ype
WP
N25
DNTy
pe
15W
25-2
0*±
10
= 2
012
214
734
.021
.32.
394
.06.
00.
2I
20W
25-2
0*±
10
= 2
012
213
734
.026
.92.
394
.06.
00.
2I
25W
25-1
4*±
7 =
14
124
124
42.0
33.7
2.6
148.
09.
40.
2I
W25
-24*
± 1
2 =
24
152
167
41.0
33.7
2.6
171.
08.
80.
3I
32W
25-1
6*±
8 =
16
128
138
51.0
42.4
2.6
153.
015
.00.
3I
W25
-28*
± 1
4 =
28
156
176
51.0
42.4
2.6
172.
014
.20.
4I
40W
25-1
8*±
9 =
18
134
144
58.0
48.3
2.6
150.
019
.50.
3I
W25
-28*
± 1
4 =
28
160
180
57.0
48.3
2.6
187.
018
.50.
5I
W25
-3L
± 2
8 =
56
426
-69
.848
.32.
988
.027
.02.
5II
50W
25-2
4*±
12
= 2
415
617
674
.060
.32.
922
8.0
31.6
0.7
IW
25-3
8*±
19
= 3
818
021
073
.060
.32.
921
9.0
30.1
1.0
IW
25-3
L±
30
= 6
042
6-
82.8
60.3
3.2
102.
039
.02.
9II
65W
25-1
B±
16
= 3
228
5-
105.
076
.13.
221
9.0
66.0
2.3
IW
25-4
6*±
23
= 4
625
028
093
.076
.12.
928
7.0
49.4
2.1
IW
25-3
L±
32
= 6
442
6-
105.
076
.13.
211
0.0
66.0
4.1
II
80W
25-3
4*±
17
= 3
422
825
810
5.0
88.9
3.2
342.
066
.71.
7I
W25
-46*
± 2
3 =
46
250
280
104.
088
.93.
230
8.0
64.1
2.4
IW
25-3
L±
36
= 7
242
6-
117.
488
.93.
674
.084
.04.
8II
TLTL
dade
sCx
Am
mm
mm
mm
mm
mm
mm
N/m
mcm
2kg
Tota
l len
gth
Bello
ws
Wel
d en
ds
Axial move-ment at 1000full load cycles
unrestraint/without innersleeve
unrestraint/with innersleeve
Outside ∅
Outside ∅
Thickness
Effective areaof bellows
Weight *withoutinner sleeve
Execution
Spring rate�30%
Exec
utio
n l
(pag
e 10
2)Ex
ecut
ion
ll (p
age
102)
29.3_UK_Kap_06T03-W.qxp:Kap_6_03_W_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 166
100
W25
-24*
± 1
2 =
24
184
204
136.
011
4.3
3.6
479.
011
4.0
1.8
IW
25-4
6*±
23
= 4
627
231
213
6.0
114.
33.
641
5.0
113.
03.
2I
W25
-3L
± 4
0 =
80
488
-14
4.0
114.
34.
010
8.0
127.
06.
8II
125
W25
-24*
± 1
2 =
24
184
204
158.
013
9.7
4.0
546.
015
8.0
2.3
IW
25-4
6*±
23
= 4
627
231
215
8.0
139.
74.
047
6.0
157.
04.
0I
W25
-3L
± 4
0 =
80
486
-17
2.0
139.
74.
013
2.0
184.
010
.6II
150
W25
-24*
± 1
2 =
24
184
204
186.
016
8.3
4.5
632.
022
6.0
3.0
IW
25-1
B±
17
= 3
535
3-
203.
016
8.4
4.5
375.
026
2.0
7.9
IW
25-4
6*±
23
= 4
627
231
218
6.0
168.
34.
555
4.0
225.
05.
0I
175
W25
-1B
± 1
9 =
38
235
-23
2.2
193.
75.
639
3.0
342.
07.
8I
W25
-2*
± 3
3 =
66
282
-23
2.2
193.
75.
622
4.0
342.
011
.0I
W25
-3*
± 4
6 =
92
346
-23
4.4
193.
75.
621
5.0
342.
016
.0I
W25
-4L
± 6
2 =
124
514
-23
2.2
193.
75.
611
2.0
342.
019
.3II
200
W25
-1B
± 1
6 =
32
235
-25
9.0
219.
16.
357
3.0
434.
010
.8I
W25
-50*
± 2
5 =
50
290
350
257.
021
9.1
6.3
700.
041
0.0
9.1
IW
25-3
*±
47
= 9
434
3-
259.
021
9.1
6.3
191.
043
4.0
15.6
IW
25-4
L±
68
= 1
3662
4-
259.
021
9.1
6.3
123.
043
4.0
30.0
II
250
W25
-1B
± 1
8 =
36
242
-31
5.5
273.
06.
366
4.0
660.
014
.7I
W25
-54*
± 2
7 =
54
295
360
312.
027
3.0
6.3
800.
062
5.0
12.0
IW
25-3
*±
44
= 8
833
9-
316.
527
3.0
6.3
258.
066
0.0
22.1
IW
25-4
L±
61
= 1
2264
0-
316.
527
3.0
6.3
172.
066
0.0
41.8
II
300
W25
-1B
± 1
9 =
38
245
-36
8.5
323.
97.
167
3.0
911.
018
.4I
W25
-58*
± 2
9 =
58
295
365
363.
032
3.9
8.0
900.
087
0.0
16.0
IW
25-3
*±
51
= 1
0235
1-
369.
032
3.9
7.1
254.
091
1.0
27.0
IW
25-4
*±
63
= 1
2639
7-
369.
032
3.9
7.1
221.
091
1.0
37.0
I
350
W25
-1B
± 2
0 =
40
251
-40
5.0
355.
68.
076
2.0
1103
.022
.0I
W25
-58*
± 2
9 =
58
300
375
395.
035
5.6
8.0
1000
.010
45.0
18.0
IW
25-3
*±
55
= 1
1036
4-
405.
035
5.6
8.0
286.
011
03.0
37.0
IW
25-4
*±
70
= 1
4044
3-
403.
035
5.6
8.0
315.
010
94.0
46.0
I
400
W25
-1B
± 2
0 =
40
253
-45
7.0
406.
46.
381
4.0
1420
.028
.0I
W25
-60*
± 3
0 =
60
300
385
445.
040
6.4
8.8
1100
.013
55.0
20.0
IW
25-3
*±
55
= 1
1037
1-
457.
040
6.4
8.8
305.
014
20.0
49.0
IW
25-4
*±
72
= 1
4445
6-
457.
040
6.4
8.8
347.
014
21.0
61.0
I
450
W25
-1B
± 2
1 =
42
257
-51
2.0
457.
010
.089
5.0
1797
.040
.0I
167
29.3_UK_Kap_06T03-W.qxp:Kap_6_03_W_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 167
168
BO
A T
ype
WP
N25
DNTy
pe
W25
-70*
± 3
5 =
70
330
405
498.
045
7.2
10.0
1400
.017
10.0
34.0
IW
25-3
*±
49
= 9
835
4-
512.
045
7.0
10.0
384.
017
97.0
60.0
IW
25-4
*±
77
= 1
5446
6-
512.
045
7.0
10.0
356.
018
03.0
77.0
I
500
W25
-1B
± 1
9 =
38
250
-56
1.0
508.
011
.011
50.0
2202
.037
.0I
W25
-70*
± 3
5 =
70
330
415
550.
050
8.0
11.0
1500
.021
00.0
40.0
IW
25-3
*±
46
= 9
234
1-
561.
050
8.0
11.0
493.
022
02.0
54.0
IW
25-4
*±
74
= 1
4844
3-
561.
050
6.0
11.0
350.
021
95.0
80.0
I
600
W25
-1B
± 1
7 =
34
246
-66
5.0
611.
612
.017
24.0
3137
.050
.0I
W25
-74*
± 3
7 =
74
330
415
652.
060
9.6
8.0
1700
.030
10.0
43.0
IW
25-3
*±
52
= 1
0435
8-
667.
061
1.6
12.0
608.
031
41.0
80.0
IW
25-4
*±
82
= 1
6446
3-
667.
061
1.6
12.0
387.
031
41.0
103.
0I
700
W25
-1B
± 1
6 =
32
234
-77
1.0
710.
212
.023
62.0
4229
.062
.0I
W25
-74*
± 3
7 =
74
340
415
754.
071
1.0
12.0
2200
.040
80.0
59.0
IW
25-3
*±
49
= 9
834
3-
771.
071
0.2
12.0
787.
042
29.0
95.0
IW
25-4
*±
81
= 1
6245
4-
771.
071
0.2
12.0
472.
042
29.0
126.
0I
800
W25
-54*
± 2
7 =
54
260
310
907.
081
2.8
15.0
3220
.057
27.0
65.0
IW
25-1
14*
± 5
7 =
114
455
565
902.
081
2.8
15.0
1639
.056
89.0
100.
0I
W25
-156
*±
78
= 1
5651
567
588
7.0
812.
815
.014
68.0
5556
.011
8.0
I
900
W25
-54*
± 2
7 =
54
260
310
1010
.091
4.4
15.0
3633
.071
86.0
73.0
I
TLTL
dade
sCx
Am
mm
mm
mm
mm
mm
mm
N/m
mcm
2kg
Tota
l len
gth
Bello
ws
Wel
d en
ds
Axial move-ment at 1000full load cycles
unrestraint/without innersleeve
unrestraint/with innersleeve
Outside ∅
Outside ∅
Thickness
Effective areaof bellows
Weight *withoutinner sleeve
Execution
Spring rate�30%
Exec
utio
n l
(pag
e 10
2)Ex
ecut
ion
ll (p
age
102)
29.3_UK_Kap_06T03-W.qxp:Kap_6_03_W_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 168
169
W25
-114
*±
57
= 1
1445
556
510
05.0
914.
415
.017
93.0
7150
.011
3.0
IW
25-1
56*
± 7
8 =
156
515
675
990.
091
4.4
15.0
1571
.070
02.0
133.
0I
1000
W25
-48*
± 2
4 =
48
260
280
1107
.010
16.0
15.0
4618
.087
49.0
86.0
IW
25-1
10*
± 5
5 =
110
420
510
1107
.010
16.0
15.0
2009
.087
46.0
130.
0I
W25
-156
*±
78
= 1
5646
060
010
95.0
1016
.015
.011
77.0
8635
.013
6.0
I
pre
ferr
ed s
erie
sB
= w
ithou
t in
ner
slee
veL
= w
ith in
ner
slee
ve*=
op
tiona
lly w
ith/w
ithou
t in
ner
slee
ve
29.3_UK_Kap_06T03-W.qxp:Kap_6_03_W_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 169
170
BO
A T
ype
WP
N40
DNTy
pe
15W
40-1
4*±
7 =
14
112
122
34.0
21.3
2.3
135.
06.
00.
2I
20W
40-1
4*±
7 =
14
112
112
34.0
26.9
2.3
135.
06.
00.
2I
25W
40-1
8*±
9 =
18
138
153
41.0
33.7
2.6
214.
08.
80.
3I
32W
40-2
0*±
10
= 2
013
614
651
.042
.42.
624
1.0
14.2
0.4
I
40W
40-2
2*±
11
= 2
214
415
457
.048
.32.
623
8.0
18.5
0.5
IW
40-3
L±
22
= 4
442
6-
70.0
48.3
2.9
183.
527
.02.
5II
50W
40-1
B±
13
= 2
628
5-
84.0
60.3
3.2
345.
039
.01.
7I
W40
-28*
± 1
4 =
28
156
176
73.0
60.3
2.9
299.
030
.10.
8I
W40
-3L
± 2
6 =
52
426
-83
.860
.33.
217
2.5
39.0
2.9
II
65W
40-1
4*±
7 =
14
166
175
94.0
76.1
2.9
688.
051
.70.
9I
W40
-32*
± 1
6 =
32
210
220
93.0
76.1
2.9
398.
049
.41.
6I
W40
-3L
± 3
0 =
60
426
-10
7.0
76.1
3.2
165.
066
.04.
5II
80W
40-1
4*±
7 =
14
166
176
105.
088
.93.
276
0.0
66.7
1.2
IW
40-3
2*±
16
= 3
221
022
010
4.0
88.9
3.2
427.
064
.12.
0I
W40
-3L
± 3
4 =
68
426
-11
9.6
88.9
3.6
165.
084
.05.
2II
100
W40
-20*
± 1
0 =
20
186
206
136.
011
4.3
3.6
922.
011
3.0
2.0
IW
40-4
0*±
20
= 4
022
824
813
5.0
114.
33.
650
0.0
109.
03.
4I
W40
-3L
± 3
2 =
64
488
-14
5.4
114.
34.
015
8.0
127.
08.
0II
TLTL
dade
sCx
Am
mm
mm
mm
mm
mm
mm
N/m
mcm
2kg
Tota
l len
gth
Bello
ws
Wel
d en
ds
Axial move-ment at 1000full load cycles
unrestraint/without innersleeve
unrestraint/with innersleeve
Outside ∅
Outside ∅
Thickness
Effective areaof bellows
Weight *withoutinner sleeve
Execution
Spring rate�30%
Exec
utio
n l
(pag
e 10
2)Ex
ecut
ion
ll (p
age
102)
29.3_UK_Kap_06T03-W.qxp:Kap_6_03_W_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 170
171
125
W40
-20*
± 1
0 =
20
186
206
158.
013
9.7
4.0
1057
.015
7.0
2.5
IW
40-4
2*±
21
= 4
223
825
815
7.0
139.
74.
051
7.0
152.
04.
4I
W40
-3L
± 4
0 =
80
494
-17
3.2
139.
74.
016
6.0
184.
011
.2II
150
W40
-20*
± 1
0 =
20
186
206
186.
016
8.3
4.5
1230
.022
5.0
3.3
IW
40-4
2*±
21
= 4
223
825
818
5.0
168.
34.
558
7.0
219.
05.
5I
W40
-3L
± 3
5 =
70
476
-20
7.0
168.
34.
523
3.0
262.
014
.8II
W40
-4L
± 5
9 =
118
580
-20
7.0
168.
34.
514
6.0
262.
021
.5II
175
W40
-1B
± 1
7 =
34
241
-23
4.4
193.
75.
658
4.0
342.
09.
7I
W40
-2*
± 2
9 =
58
290
-23
4.4
193.
75.
633
4.0
342.
013
.0I
W40
-3*
± 4
6 =
92
346
-23
5.0
193.
75.
621
5.0
342.
015
.0I
W40
-4L
± 5
5 =
110
532
-23
4.4
193.
75.
616
7.0
342.
024
.8II
200
W40
-1B
± 1
2 =
24
233
-25
9.8
219.
16.
310
80.0
434.
011
.8I
W40
-2*
± 2
5 =
50
283
-25
9.8
219.
16.
354
0.0
434.
014
.8I
W40
-3*
± 3
7 =
74
336
-26
0.0
219.
16.
343
3.0
434.
020
.1I
W40
-4L
± 5
6 =
112
614
-25
9.8
219.
16.
323
2.0
434.
032
.6II
250
W40
-1B
± 1
3 =
26
241
-31
6.8
273.
06.
313
46.0
660.
015
.8I
W40
-2*
± 2
6 =
52
296
-23
16.8
273.
06.
367
3.0
660.
019
.6I
W40
-3*
± 3
9 =
78
356
-31
6.8
273.
06.
344
9.0
660.
023
.6I
W40
-4L
± 5
7 =
114
676
-31
6.8
273.
06.
328
8.0
660.
048
.5II
300
W40
-1B
± 1
2 =
24
238
-36
9.0
323.
97.
117
82.0
911.
018
.1I
W40
-2*
± 2
4 =
48
292
-36
9.0
323.
97.
189
1.0
911.
022
.4I
W40
-3*
± 3
2 =
64
331
-36
9.0
323.
97.
166
8.0
911.
026
.6I
W40
-4*
± 4
4 =
88
389
-36
9.0
323.
97.
148
6.0
911.
035
.1I
350
W40
-1B
± 1
3 =
26
243
-40
3.0
355.
68.
019
49.0
1094
.023
.0I
W40
-2*
± 2
6 =
52
301
-40
3.0
355.
68.
097
5.0
1094
.033
.0I
W40
-3*
± 3
5 =
70
342
-40
3.0
355.
68.
073
1.0
1094
.038
.0I
W40
-4*
± 4
9 =
98
405
-40
3.0
355.
68.
053
2.0
1094
.045
.0I
400
W40
-1B
± 1
3 =
26
246
-45
7.0
406.
48.
821
97.0
1420
.032
.0I
W40
-2*
± 2
2 =
44
285
-45
7.0
406.
48.
813
18.0
1420
.042
.0I
W40
-3*
± 3
5 =
70
351
-45
7.0
406.
48.
882
4.0
1420
.052
.0I
W40
-4*
± 4
9 =
98
417
-45
7.0
406.
48.
859
9.0
1420
.063
.0I
450
W40
-1B
± 1
4 =
28
248
-51
2.0
457.
010
.022
56.0
1801
.040
.0I
W40
-2*
± 2
4 =
48
289
-51
2.0
457.
010
.013
54.0
1801
.050
.0I
W40
-3*
± 3
3 =
66
334
-51
2.0
457.
010
.096
7.0
1801
.058
.0I
W40
-4*
± 5
3 =
106
425
-51
2.0
457.
010
.061
5.0
1801
.074
.0I
29.3_UK_Kap_06T03-W.qxp:Kap_6_03_W_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 171
172
BO
A T
ype
WP
N40
DNTy
pe
500
W40
-1B
± 1
3 =
26
251
-56
3.0
508.
011
.025
17.0
2195
.052
.0I
W40
-2*
± 2
3 =
46
294
-56
3.0
508.
011
.015
10.0
2195
.064
.0I
W40
-3*
± 3
2 =
64
341
-56
3.0
508.
011
.010
79.0
2195
.075
.0I
W40
-4*
± 5
0 =
100
435
-56
3.0
508.
011
.068
7.0
2195
.095
.0I
800
W40
-1B
± 2
7 =
54
275
-90
6.0
812.
815
.056
44.0
5652
.085
.0I
W40
-2B
± 5
5 =
110
490
-89
9.0
812.
815
.029
63.0
5604
.014
3.0
I
900
W40
-1B
± 2
7 =
54
275
-10
09.0
914.
418
.061
22.0
7108
.010
4.0
IW
40-2
B±
56
= 1
1249
0-
1003
.091
4.4
18.0
3219
.070
54.0
170.
0I
1000
W40
-1B
± 2
6 =
52
275
-11
11.0
1016
.018
.067
09.0
8697
.012
2.0
IW
40-2
B±
58
= 1
1645
5-
1109
.010
16.0
18.0
3019
.086
83.0
198.
0I
TLTL
dade
sCx
Am
mm
mm
mm
mm
mm
mm
N/m
mcm
2kg
pre
ferr
ed s
erie
sB
= w
ithou
t in
ner
slee
veL
= w
ith in
ner
slee
ve*=
op
tiona
lly w
ith/w
ithou
t in
ner
slee
ve
Tota
l len
gth
Bello
ws
Wel
d en
ds
Axial move-ment at 1000full load cycles
unrestraint/without innersleeve
unrestraint/with innersleeve
Outside ∅
Outside ∅
Thickness
Effective areaof bellows
Weight *withoutinner sleeve
Execution
Spring rate�30%
Exec
utio
n l
(pag
e 10
2)Ex
ecut
ion
ll (p
age
102)
29.3_UK_Kap_06T03-W.qxp:Kap_6_03_W_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 172
173
29.3_UK_Kap_06T03-W.qxp:Kap_6_03_W_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 173
BO
A T
ype
AW
TP
N6
40AW
T 16
-1B
±20
=40
246
5815
558
48.3
2.6
0.7
0.2
0.05
5.2
I
50AW
T 16
-1B
±20
=40
256
7416
874
60.3
2.9
1.2
0.2
0.09
5.6
I
65AW
T 16
-1B
±20
=40
306
9418
694
76.1
2.9
1.7
0.4
0.20
6.2
I
80AW
T 16
-1B
±20
=40
298
105
200
105
88.9
3.2
20.
50.
266.
7I
100
AWT
6-1*
±18
.5=
3733
213
625
016
411
4.3
3.6
8.7
1.6
0.6
15II
125
AWT
6-1*
±18
.5=
37
360
158
274
190
139.
74
5.6
2.2
0.8
17II
150
AWT
6-1*
±17
=34
36
018
730
824
016
8.3
4.5
93.
71.
126
.9II
200
AWT
16-1
B ±
13=
2651
025
938
235
021
9.1
6.3
649
2.6
64II
250
AWT
16-1
B ±
11.5
=23
51
031
344
040
527
36.
310
713
473
II
300
AWT
16-2
B ±
10=
2055
536
450
039
032
3.9
817
418
5.5
74II
350
AWT
6-2*
±12
=24
360
395
540
412
355.
65.
619
318
5.6
67II
AWT
6-3*
±18
=36
430
395
540
412
355.
65.
610
518
6.4
70II
400
AWT
6-2*
±12
=24
360
447
590
462
406.
46.
327
524
7.3
79II
AWT
6-3*
±16
=32
430
447
590
462
406.
46.
314
924
8.3
82II
450
AWT
6-2*
±9=
1836
049
964
051
845
7.2
6.3
381
329.
894
IIAW
T 6-
3*±
15=
3045
049
964
051
845
7.2
6.3
204
3010
.798
II
Bello
ws
Flan
geW
eld
ends
Bend
ing
mom
ent
Angular move-ment at 1000full load cycles
Total length
Outside ∅
Height
Width
Outside ∅
Thickness
Angularreactionforce
Weight *withoutinner sleeve
Execution
Spring rate�30%
Frictionmoment
TLda
HB
des
CaCr
Cbm
°m
mm
mm
mm
mm
mm
mNm
/°Nm
/bar
Nm/b
ar°
kg
DNTy
pe
174
Exec
utio
n l (
page
103
)Ex
ecut
ion
ll (p
age
104)
29.3_UK_Kap_06T04-AWT.qxp:Kap_6_04_AWT_Tab_UK.qxp 02.11.2009 13:46 Uhr Seite 174
175
500
AWT
6-2*
±9=
1843
054
969
057
450
86.
350
539
11.9
108
IIAW
T 6-
3*±
14=
2845
054
969
057
450
86.
327
239
13.9
112
II
600
AWT
6-2*
±8=
1643
065
179
255
061
06.
383
756
1710
0II
AWT
6-3*
±12
=24
450
651
792
550
610
6.3
447
5620
.210
5II
700
AWT
6-2*
±8=
1641
075
493
264
571
17.
112
9696
2315
8II
AWT
6-3*
±11
=22
490
754
932
645
711
7.1
691
9627
.916
5II
800
AWT
6-2*
±6=
1241
091
210
7274
081
38
1756
131
21.1
208
IIAW
T 6-
3*±
10=
2049
090
510
7274
081
38
914
130
50.2
224
II
900
AWT
6-2*
±6=
1244
010
1512
0884
091
48
2410
183
26.5
270
IIAW
T 6-
3*±
9=18
500
1008
1208
840
914
812
5018
163
298
II
1000
AWT
6-2*
±5=
1048
011
2013
1293
510
1610
3023
224
27.2
365
IIAW
T 6-
3*±
8=16
530
1115
1312
935
1016
1014
9122
263
.238
2II
pre
ferr
ed s
erie
s*=
op
tiona
lly w
ith/w
ithou
t in
ner
slee
ve
29.3_UK_Kap_06T04-AWT.qxp:Kap_6_04_AWT_Tab_UK.qxp 02.11.2009 13:46 Uhr Seite 175
40AW
T 16
-1B
±20
=40
246
5815
558
48.3
2.6
0.7
0.2
0.05
5.2
I
50AW
T 16
-1B
±20
=40
256
7416
874
60.3
2.9
1.2
0.2
0.09
5.6
I
65AW
T 16
-1B
±20
=40
306
9418
694
76.1
2.9
2.5
0.4
0.19
6.5
I
80AW
T 16
-1B
±20
=40
298
105
200
105
88.9
3.2
3.5
0.5
0.25
6.8
I
100
AWT
16-1
* ±
18.5
=37
332
136
250
164
114.
33.
617
1.6
0.6
15II
125
AWT
16-1
*±
19.5
=39
36
015
827
419
013
9.7
413
2.2
0.8
17.5
II
150
AWT
16-1
*±
17=
34
360
186
308
240
168.
34.
521
3.6
1.1
27.5
II
200
AWT
16-1
B±
13=
2651
025
938
235
021
9.1
6.3
113
92.
664
II
250
AWT
16-1
B±
11.5
=23
51
031
344
040
527
36.
310
713
473
II
300
AWT
16-2
B±
10=
2055
536
450
043
032
3.9
817
418
5.5
115
II
350
AWT
10-2
*±
8=16
360
395
540
412
355.
65.
619
318
5.6
71II
AWT
10-3
*±
16=
3243
039
554
041
235
5.6
5.6
105
186.
474
II
400
AWT
10-2
*±
9=18
360
447
590
462
406.
46.
327
524
7.3
93II
AWT
10-3
*±
16=
3245
044
759
046
240
6.4
6.3
149
248.
397
II
450
AWT
10-2
*±
9=18
430
499
640
518
457.
26.
338
132
9.8
108
IIAW
T 10
-3*
±15
=30
450
499
640
518
457.
26.
320
430
10.7
113
II
TLda
HB
des
CaCr
Cbm
°m
mm
mm
mm
mm
mm
mNm
/°Nm
/bar
Nm/b
ar°
kg
DNTy
pe
176
BO
A T
ype
AW
TP
N10
Bello
ws
Flan
geW
eld
ends
Bend
ing
mom
ent
Angular move-ment at 1000full load cycles
Total length
Outside ∅
Height
Width
Outside ∅
Thickness
Angularreactionforce
Weight *withoutinner sleeve
Execution
Spring rate�30%
Frictionmoment
Exec
utio
n l (
page
103
)Ex
ecut
ion
ll (p
age
104)
29.3_UK_Kap_06T04-AWT.qxp:Kap_6_04_AWT_Tab_UK.qxp 02.11.2009 13:46 Uhr Seite 176
500
AWT
10-2
*±
9=18
430
549
690
574
508
6.3
505
3911
.912
3II
AWT
10-3
*±
12=
2445
054
969
057
450
86.
327
239
13.9
128
II
600
AWT
10-2
*±
7=14
410
651
830
630
610
6.3
837
7117
172
IIAW
T 10
-3*
±12
=24
490
651
830
630
610
6.3
447
7120
.217
8II
700
AWT
10-2
±6=
1244
075
495
673
571
17.
112
9610
723
253
IIAW
T 10
-3*
±10
=20
500
754
956
735
711
7.1
691
107
27.9
261
II
800
AWT
10-2
*±
6=12
480
897
1104
840
813
825
7914
320
.733
1II
AWT
10-3
*±
10=
2053
089
711
0484
081
38
1105
143
49.8
358
II
900
AWT
10-2
*±
4.5=
953
099
912
3095
591
48
3735
215
2643
8II
AWT
10-3
*±
9=18
560
999
1230
955
914
816
0521
562
.446
7II
1000
AWT
10-2
*±
5=10
520
1092
1348
1060
1016
1050
5526
135
.458
1II
AWT
10-3
*±
8=16
580
1097
1348
1060
1016
1021
8226
271
611
II
pre
ferr
ed s
erie
s*=
op
tiona
lly w
ith/w
ithou
t in
ner
slee
ve
177
29.3_UK_Kap_06T04-AWT.qxp:Kap_6_04_AWT_Tab_UK.qxp 02.11.2009 13:46 Uhr Seite 177
BO
A T
ype
AW
TP
N16
40AW
T 16
-1B
±20
=40
246
5815
558
48.3
2.6
0.9
0.2
0.04
5.2
I
50AW
T 16
-1B
±20
=40
256
7416
874
60.3
2.9
1.6
0.2
0.07
5.7
I
65AW
T 16
-1B
±20
=40
306
9418
694
76.1
2.9
2.5
0.4
0.19
6.5
I
80AW
T 16
-1B
±20
=40
298
105
200
105
88.9
3.2
3.5
0.5
0.25
6.8
I
100
AWT
16-1
*±
18.5
=37
332
136
250
164
114.
33.
617
1.6
0.6
15.4
II
125
AWT
16-1
*±
19.5
=39
360
158
274
190
139.
74
132.
20.
817
.5II
150
AWT
16-1
*±
17=
3438
018
630
824
016
8.3
4.5
213.
61.
127
.5II
200
AWT
16-1
*±
13=
2651
025
938
235
021
9.1
6.3
649
2.6
64II
250
AWT
16-1
*±
11.5
=23
510
313
440
405
273
6.3
107
134
73II
300
AWT
16-2
*±
10=
2055
536
450
043
032
3.9
817
418
5.5
115
II
350
AWT
16-1
*±
6=12
360
395
540
416
355.
65.
619
318
5.6
90II
AWT
16-1
B±
8.5=
1756
039
554
0-
355.
68
136
476.
184
-AW
T 16
-2*
±13
=26
430
395
540
416
355.
65.
616
018
6.8
99II
400
AWT
16-1
*±
6=12
380
447
620
470
406.
46.
327
531
7.3
128
IIAW
T 16
-1B
±7.
5=15
560
447
595
-40
6.4
8.8
192
618
103
-AW
T 16
-3B
±13
.8=
27.6
530
447
620
470
406.
46.
322
630
914
0II
TLda
HB
des
CaCr
Cbm
°m
mm
mm
mm
mm
mm
mNm
/°Nm
/bar
Nm/b
ar°
kg
DNTy
pe
178
Bello
ws
Flan
geW
eld
ends
Bend
ing
mom
ent
Angular move-ment at 1000full load cycles
Total length
Outside ∅
Height
Width
Outside ∅
Thickness
Angularreactionforce
Weight *withoutinner sleeve
Execution
Spring rate�30%
Frictionmoment
Exec
utio
n l (
page
103
)Ex
ecut
ion
ll (p
age
104)
29.3_UK_Kap_06T04-AWT.qxp:Kap_6_04_AWT_Tab_UK.qxp 02.11.2009 13:46 Uhr Seite 178
450
AWT
16-1
*±
6=12
380
499
675
528
457.
26.
367
041
9.8
159
IIAW
T 16
-2*
±10
=20
410
499
675
528
457.
26.
330
938
11.4
171
II
500
AWT
16-1
*±
6=12
380
549
725
584
508
6.3
889
5011
.918
2II
AWT
16-1
B±
6.4=
12.8
505
550
725
584
508
6.3
588
7112
.418
2II
AWT
16-2
*±
10=
2049
054
972
558
450
86.
341
150
14.8
193
II
600
AWT
16-1
*±
5.5=
1143
065
187
068
061
06.
314
9079
1727
1II
AWT
16-2
*±
10=
2048
065
187
068
061
06.
367
679
21.6
286
II
700
AWT
16-2
*±
6=12
530
754
996
790
711
7.1
2264
128
2339
0II
AWT
16-3
*±
10=
2056
075
499
679
071
17.
110
4512
829
.240
8II
800
AWT
16-2
*±
6=12
520
904
1144
905
813
835
8517
251
.759
5II
AWT
16-3
*±
9=18
580
903
1144
905
813
818
6417
253
.260
4II
900
AWT
16-2
*±
5=10
570
1007
1264
1020
914
1049
5428
964
.983
7II
AWT
16-3
*±
7.5=
1561
010
0712
6410
2091
410
2545
288
66.8
848
II
1000
AWT
16-2
*±
5=10
570
1114
1400
1140
1016
1061
0335
565
.610
32II
AWT
16-3
*±
7=14
630
1108
1400
1140
1016
1034
8735
266
.310
41II
pre
ferr
ed s
erie
sB
= w
ithou
t in
ner
slee
ve*=
op
tiona
lly w
ith/w
ithou
t in
ner
slee
ve
179
29.3_UK_Kap_06T04-AWT.qxp:Kap_6_04_AWT_Tab_UK.qxp 02.11.2009 13:46 Uhr Seite 179
BO
A T
ype
AW
TP
N25
40AW
T 25
-1B
±20
=40
260
5715
557
48.3
2.6
1.3
0.2
0.04
5.2
I
50AW
T 25
-1B
±20
=40
260
7416
874
60.3
2.9
2.7
0.2
0.09
5.8
I
65AW
T 25
-1B
±20
=40
308
9418
694
76.1
2.9
5.9
0.4
0.19
6.7
I
80AW
T 25
-1B
±20
=40
320
104
200
104
88.9
3.2
70.
50.
2815
.4I
100
AWT
25-1
*±
18.5
=37
332
136
250
164
114.
33.
617
1.6
0.6
25.4
II
125
AWT
25-1
*±
16.5
=33
362
158
280
220
139.
74
262.
20.
828
II
150
AWT
25-1
*±
14=
2836
218
630
824
016
8.3
4.5
423.
61.
166
II
200
AWT
25-2
B±
11=
2251
025
938
235
021
9.1
6.3
113
92.
610
3II
250
AWT
25-2
B ±
9.5=
1955
531
344
839
027
36.
318
819
410
8II
300
AWT
25-2
B ±
8=16
555
364
525
390
323.
98
304
205.
510
8II
350
AWT
25-1
*±
6=12
380
395
565
426
355.
65.
678
823
5.6
126
IIAW
T 25
-2*
±10
=20
410
395
565
426
355.
65.
639
023
6.2
133
II
400
AWT
25-1
*±
5=10
380
447
620
476
406.
46.
311
1131
7.3
160
IIAW
T 25
-2*
±10
=20
490
447
620
476
406.
46.
355
530
816
6II
450
AWT
25-1
*±
5=10
400
499
700
538
457.
26.
315
3743
9.2
223
IIAW
T 25
-3*
±10
=20
500
499
700
538
457.
26.
376
243
10.4
226
II
TLda
HB
des
CaCr
Cbm
°m
mm
mm
mm
mm
mm
mNm
/°Nm
/bar
Nm/b
ar°
kg
DNTy
pe
180
Bello
ws
Flan
geW
eld
ends
Bend
ing
mom
ent
Angular move-ment at 1000full load cycles
Total length
Outside ∅
Height
Width
Outside ∅
Thickness
Angularreactionforce
Weight *withoutinner sleeve
Execution
Spring rate�30%
Frictionmoment
Exec
utio
n l (
page
103
)Ex
ecut
ion
ll (p
age
104)
29.3_UK_Kap_06T04-AWT.qxp:Kap_6_04_AWT_Tab_UK.qxp 02.11.2009 13:46 Uhr Seite 180
500
AWT
25-1
*±
4.5=
943
054
976
559
850
86.
320
5556
11.9
264
IIAW
T 25
-3*
±9=
1853
054
976
559
850
86.
310
1556
13.5
273
II
600
AWT
25-1
*±
4.5=
949
065
189
069
561
06.
334
0095
1739
2II
AWT
25-3
*±
9=18
560
651
890
695
610
6.3
1680
9519
.340
0II
700
AWT
25-2
*±
5=10
570
754
1030
798
711
7.1
5205
171
2360
8II
AWT
25-3
*±
8=16
610
754
1030
798
711
7.1
2608
171
26.1
620
II
800
AWT
25-2
*±
4=8
570
907
1196
920
813
857
5222
923
.387
2II
AWT
25-3
*±
7=14
630
902
1196
920
813
828
9222
855
.392
1II
900
AWT
25-3
*±
7=14
690
1005
1316
1035
914
14.2
3935
358
69.5
1274
II
1000
AWT
25-3
*±
6.5=
1379
011
0714
5011
5010
1616
5351
437
7115
96II
pre
ferr
ed s
erie
sB
= w
ithou
t in
ner
slee
ve*=
op
tiona
lly w
ith/w
ithou
t in
ner
slee
ve
181
29.3_UK_Kap_06T04-AWT.qxp:Kap_6_04_AWT_Tab_UK.qxp 02.11.2009 13:46 Uhr Seite 181
BO
A T
ype
AW
TP
N40
40AW
T 40
-1B
±20
=40
244
5715
557
48.3
2.6
1.6
0.2
0.03
5.2
I
50AW
T 40
-1B
±20
=40
256
7416
874
60.3
2.9
3.3
0.2
0.07
5.9
I
65AW
T 40
-1B
±19
=38
310
9318
693
76.1
2.9
7.1
0.4
0.16
7.1
I
80AW
T 40
-1B
±17
=34
330
104
194
140
88.9
3.2
9.7
0.5
0.21
12.5
II
100
AWT
40-1
*±
16.5
=33
368
135
250
170
114.
33.
619
1.8
0.4
21.2
II
125
AWT
40-1
*±
15=
3036
815
728
022
013
9.7
427
2.4
0.6
26.6
II
150
AWT
40-1
*±
13=
2649
818
530
825
016
8.3
4.5
434.
40.
949
II
200
AWT
40-2
*±
8.5=
1755
525
839
835
021
9.1
6.3
257
122.
698
II
250
AWT
40-2
*±
9=18
520
312
480
335
273
6.3
378
144.
311
2II
300
AWT
40-2
*±
7.5=
1554
036
252
540
032
3.9
861
319
613
1II
350
AWT
40-1
*±
3.6=
7.2
435
395
595
436
355.
68.
816
3426
2.8
165
IIAW
T 40
-2*
±8.
3=16
.653
039
559
543
635
5.6
8.8
680
266.
318
4II
400
AWT
40-2
*±
3.3=
6.6
455
447
660
486
406.
410
2342
333.
721
4II
AWT
40-3
*±
7.6=
15.2
570
447
660
486
406.
410
976
338.
223
9II
450
AWT
40-1
*±
3=6
485
499
735
538
457.
211
3230
514.
729
4II
AWT
40-3
*±
6.9=
13.8
600
499
735
538
457.
211
1346
5110
.332
2II
TLda
HB
des
CaCr
Cbm
°m
mm
mm
mm
mm
mm
mNm
/°Nm
/bar
Nm/b
ar°
kg
DNTy
pe
182
Bello
ws
Flan
geW
eld
ends
Bend
ing
mom
ent
Angular move-ment at 1000full load cycles
Total length
Outside ∅
Height
Width
Outside ∅
Thickness
Angularreactionforce
Weight *withoutinner sleeve
Execution
Spring rate�30%
Frictionmoment
Exec
utio
n l (
page
103
)Ex
ecut
ion
ll (p
age
104)
29.3_UK_Kap_06T04-AWT.qxp:Kap_6_04_AWT_Tab_UK.qxp 02.11.2009 13:46 Uhr Seite 182
183
500
AWT
40-2
*±
2.7=
5.4
505
549
800
608
508
12.5
4321
676.
136
8II
AWT
40-3
*±
6.3=
12.6
605
549
800
608
508
12.5
1800
6713
.939
6II
600
AWT
40-2
*±
2.4=
4.8
645
651
952
705
610
1571
5012
78.
764
5II
AWT
40-3
*±
5.5=
1170
565
195
270
561
015
2980
127
22.1
667
II
700
AWT
40-3
*±
4.8=
9.6
765
754
1072
820
711
1846
2021
426
.798
1II
800
AWT
40-3
*±
6.1=
12.2
925
899
1248
935
813
2067
2528
159
.414
69II
B =
with
out
inne
r sl
eeve
*= o
ptio
nally
with
/with
out
inne
r sl
eeve
29.3_UK_Kap_06T04-AWT.qxp:Kap_6_04_AWT_Tab_UK.qxp 02.11.2009 13:46 Uhr Seite 183
BO
A T
ype
LFS
PN
6
40LF
S6-5
5±
28
= 5
618
510
957
.524
02
x M
1224
014
100
414
8.1
4.5
4.0
IILF
S6-9
0±
49
= 9
827
814
169
,833
02
x M
1224
115
100
414
7.6
6.0
5.8
ILF
S6-2
00±
100
= 2
0050
543
957
.556
52
x M
1224
014
100
414
0.6
1.7
5.6
IILF
S6-2
50±
125
= 2
5049
841
568
.054
22
x M
1224
115
100
414
0.4
2.5
5.5
II
50LF
S6-6
5±
32
= 6
419
511
473
.825
02
x M
12
250
1411
04
1413
.27.
14.
5II
LFS6
-90
± 4
4 =
88
278
141
82,8
330
2 x
M12
251
1511
04
1412
.57.
06.
7I
LFS6
-110
± 5
5 =
110
265
184
73.8
320
2 x
M12
250
1411
04
145.
35.
34.
7II
LFS6
-245
± 1
23 =
246
528
445
73.8
580
2 x
M12
250
1411
04
140.
92.
76.
7II
65LF
S6-5
5±
28
= 5
620
011
593
.825
02
x M
1227
014
130
414
20.5
11.5
5.3
IILF
S6-7
0±
37
= 7
427
814
110
5.0
330
2 x
M12
262
1513
04
1422
.213
.07.
5I
LFS6
-150
± 7
5 =
150
410
322
93.8
465
2 x
M12
270
1413
04
142.
85.
77.
1II
LFS6
-220
± 1
10 =
220
532
457
104.
058
22
x M
1226
215
130
414
0.8
6.2
7.0
II
80LF
S6-5
0±
25
= 5
020
611
610
5.0
250
2 x
M12
300
1615
04
1828
.214
.57.
7II
LFS6
-70
± 3
7 =
74
278
141
117,
433
02
x M
1229
216
150
418
18.6
17.0
10.6
ILF
S6-1
50±
75
= 1
5044
535
210
5.0
545
2 x
M12
300
1615
04
183.
36.
810
.2II
LFS6
-200
± 1
00 =
200
502
420
116.
055
22
x M
1229
216
150
418
1.0
7.8
9.5
II
100
LFS6
-60
± 3
3 =
66
280
141
143,
233
02
x M
1231
216
170
418
41.2
24.0
12.3
ILF
S6-1
20±
60
= 1
2033
022
013
5.8
410
2 x
M16
320
1617
04
1820
.515
.310
.8II
LFS6
-150
± 7
5 =
150
561
456
136.
262
52
x M
1632
016
170
418
4.0
9.2
14.2
II
Bello
ws
Tie
rods
Flan
geDi
spla
cem
ent f
orce
TLBm
daL
n x
MD
bk
nd
CyCr
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/ba
rkg
Lateral move-ment at 1000full load cycles
Total length
Center-to-cen -ter distance ofthe bellows
Outside ∅
Length
Number xthread
Outside ∅
Thickness
Bolt circle ∅
Hole ∅
Spring rate±30%
Frictional force
Weight
Execution
Number ofholes
DNTy
pe
184
Exec
utio
n l (
page
105
)Ex
ecut
ion
ll (p
age
106)
29.3_UK_Kap_06T05-LFS.qxp:Kap_6_05_LFS_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 184
185
LFS6
-200
± 1
00 =
200
510
371
143,
255
82
x M
1231
216
170
418
6.4
13.0
15.6
II
125
LFS6
-60
± 3
0 =
60
276
138
170,
833
02
x M
1234
218
200
818
37.3
36.0
15.3
ILF
S6-1
05±
53
= 1
0634
022
715
7.5
450
2 x
M16
360
1820
08
1830
.420
.714
.3II
LFS6
-150
± 7
5 =
150
511
398
157.
958
02
x M
1636
018
200
818
7.3
13.9
18.1
IILF
S6-1
60±
80
= 1
6049
640
016
8.5
542
2 x
M12
342
1820
08
183.
417
.514
.5II
150
LFS6
-50
± 2
5 =
50
260
150
186.
235
02
x M
1638
518
225
818
80.1
38.8
14.4
IILF
S6-7
0±
35
= 7
036
622
120
0,8
418
2 x
M12
361
1822
58
1837
.338
.017
.0I
LFS6
-90
± 4
5 =
90
340
227
185.
741
02
x M
1638
518
225
818
50.2
29.4
15.8
IILF
S6-1
75±
87
= 1
7463
151
718
6.2
700
2 x
M16
385
1822
58
187.
216
.223
.6II
200
LFS6
-50
± 2
5 =
50
336
181
256.
037
82
x M
1642
220
280
818
130.
069
.025
.8I
LFS6
-60
± 3
0 =
60
426
281
259.
548
52
x M
1643
022
280
8M
1660
.445
.625
.0II
LFS6
-100
± 5
0 =
100
516
361
259.
358
02
x M
1643
022
280
8M
1634
.937
.329
.0II
LFS6
-150
± 7
5 =
150
900
733
259.
299
52
x M
1643
022
280
8M
1625
.421
.348
.0II
250
LFS6
-40
± 2
2 =
44
356
211
311.
045
62
x M
2049
522
335
1218
133.
097
.032
.3I
LFS6
-100
± 5
1 =
102
761
610
313.
485
02x
M16
485
335
12M
1643
.746
.855
.3II
LFS6
-150
± 7
5 =
150
1012
844
313.
311
002
x M
1648
523
335
12M
1633
.528
.666
.0II
300
LFS6
-40
± 2
0 =
40
364
216
363,
646
82
x M
2056
022
395
1222
217.
013
2.0
43.5
ILF
S6-6
0±
29
= 5
848
235
136
4.3
600
2 x
M20
580
3039
512
M20
111.
588
.253
.0II
LFS6
-100
± 5
0 =
100
827
675
363.
896
02
x M
2058
030
395
12M
2057
.849
.891
.0II
LFS6
-150
± 7
5 =
150
1131
979
363.
812
502
x M
2058
030
395
12M
2041
.636
.111
2.0
II
350
LFS6
-70
± 3
5 =
70
486
301
398.
054
23
x M
1659
222
445
1222
107.
814
5.0
68.0
ILF
S6-1
00±
50
= 1
0074
030
539
5.0
780
2 x
2461
032
445
1222
215.
091
.090
.0II
LFS6
-140
± 7
0 =
140
840
405
395.
089
02
x 24
610
3244
512
2213
3.0
80.0
96.0
IILF
S6-2
80±
140
= 2
8012
4080
539
5.0
1290
2 x
2461
032
445
1222
35.0
55.0
127.
0II
400
LFS6
-55
± 2
8 =
56
464
275
450.
057
03
x M
2066
022
495
1622
164.
139
3.0
81.0
ILF
S6-1
00±
50
= 1
0076
029
544
7.0
820
2 x
3066
037
495
1622
320.
014
7.0
110.
0II
LFS6
-130
± 6
5 =
130
860
395
447.
093
02
x 30
660
3749
516
2218
6.0
130.
011
8.0
IILF
S6-2
70±
135
= 2
7012
6079
544
7.0
1330
2 x
3066
037
495
1622
51.0
89.0
152.
0II
450
LFS6
-50
± 2
5 =
50
458
267
504.
055
43
x M
2071
522
550
1622
224.
650
5.0
86.0
ILF
S6-1
00±
50
= 1
0064
044
550
7.0
736
3 x
M20
715
2255
016
2294
.636
2.0
106.
0II
500
LFS6
-45
± 2
2,5
= 4
545
025
055
6.0
560
3 x
M24
770
2460
020
2231
0.6
725.
095
.0I
LFS6
-85
± 4
2 =
84
800
365
550.
086
02
x 30
790
4760
020
2238
9.0
213.
017
7.0
IILF
S6-1
10±
55
= 1
1090
046
555
0.0
960
2 x
3079
047
600
2022
250.
019
0.0
192.
0II
LFS6
-220
± 1
10 =
220
1300
865
550.
013
602
x 30
790
4760
020
2276
.013
2.0
250.
0II
29.3_UK_Kap_06T05-LFS.qxp:Kap_6_05_LFS_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 185
BO
A T
ype
LFS
PN
6
600
LFS6
-35
± 1
8 =
36
502
312
660.
063
03
x M
3090
130
705
2026
718.
210
74.0
145.
0I
LFS6
-70
± 3
7 =
72
840
385
651.
092
02
x 36
920
5770
520
2657
6.0
360.
023
7.0
IILF
S6-1
00±
50
= 1
0094
048
565
1.0
1020
2 x
3692
057
705
2026
376.
032
2.0
250.
0II
LFS6
-200
± 1
00 =
200
1340
885
651.
014
202
x 36
920
5770
520
2611
8.0
226.
030
4.0
II
TLBm
daL
n x
MD
bk
nd
CyCr
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/ba
rkg
DNTy
pe
186
pre
ferr
ed s
erie
s
Bello
ws
Tie
rods
Flan
geDi
spla
cem
ent f
orce
Lateral move-ment at 1000full load cycles
Total length
Center-to-cen -ter distance ofthe bellows
Outside ∅
Length
Number xthread
Outside ∅
Thickness
Bolt circle ∅
Hole ∅
Spring rate±30%
Frictional force
Weight
Execution
Number ofholes
Exec
utio
n l (
page
105
)Ex
ecut
ion
ll (p
age
106)
29.3_UK_Kap_06T05-LFS.qxp:Kap_6_05_LFS_Tab_UK.qxp 30.10.2009 14:52 Uhr Seite 186
BO
A T
ype
LFS
PN
10
40LF
S16-
60±
30
= 6
022
516
157
.529
02
x M
1226
016
110
418
6.3
3.8
5.6
IILF
S16-
70±
36
= 7
227
814
170
.033
02
x M
1225
216
110
418
16.1
6.0
7.7
ILF
S16-
100
± 5
0 =
100
360
294
57.5
410
2 x
M12
260
1611
04
181.
92.
47.
3II
LFS1
6-20
0±
100
= 2
0062
555
957
.567
52
x M
1226
016
110
418
0.5
1.4
7.8
II
50LF
S16-
45±
23
= 4
619
010
773
.724
02
x M
1227
518
125
418
28.5
7.3
7.3
IILF
S16-
70±
35
= 7
027
814
183
.833
02
x M
1226
718
125
418
22.0
7.0
10.0
ILF
S16-
150
± 7
5 =
150
500
427
73.8
565
2 x
M12
275
1812
54
181.
62.
89.
3II
LFS1
6-10
0±
100
= 2
0059
050
682
.063
52
x M
1226
718
125
418
1.2
3.1
9.1
II
65LF
S16-
60±
32
= 6
427
814
110
7.0
330
2 x
M12
287
1814
54
1835
.014
.011
.2I
LFS1
6-85
± 4
2 =
84
270
174
93.3
320
2 x
M12
295
1814
54
1820
.98.
49.
2II
LFS1
6-15
0±
75
= 1
5055
546
893
.762
52
x M
1229
518
145
418
25.9
4.2
11.4
IILF
S16-
170
± 8
5 =
170
544
458
104.
059
22
x M
1228
718
145
418
2.5
5.8
10.2
II
80LF
S16-
60±
32
= 6
427
814
111
9.6
330
2 x
M12
302
2016
08
1844
.017
.014
.5I
LFS1
6-10
0±
50
= 1
0044
035
210
4.9
515
2 x
M12
310
2016
08
187.
26.
812
.9II
LFS1
6-15
0±
75
= 1
5060
551
510
4.9
655
2 x
M12
310
2016
08
183.
45.
014
.3II
LFS1
6-17
0±
85
= 1
7052
442
611
7.0
565
2 x
M12
302
2016
08
184.
07.
712
.8II
100
LFS1
6-50
± 2
7 =
54
282
141
145.
433
02
x M
1232
220
180
818
65.0
24.0
16.5
ILF
S16-
100
± 5
0 =
100
360
211
134.
941
02
x M
1633
020
180
818
47.2
13.5
15.5
IILF
S16-
150
± 7
5 =
150
488
388
141.
054
22
x M
1632
220
180
818
7.0
11.8
15.3
ILF
S16-
165
± 8
2 =
164
640
530
136.
073
02
x M
1633
020
180
818
7.0
8.0
18.6
II
TLBm
daL
n x
MD
bk
nd
CyCr
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/ba
rkg
DNTy
pe
187
Bello
ws
Tie
rods
Flan
geDi
spla
cem
ent f
orce
Lateral move-ment at 1000full load cycles
Total length
Center-to-cen -ter distance ofthe bellows
Outside ∅
Length
Number xthread
Outside ∅
Thickness
Bolt circle ∅
Hole ∅
Spring rate±30%
Frictional force
Weight
Execution
Number ofholes
Exec
utio
n l (
page
105
)Ex
ecut
ion
ll (p
age
106)
29.3_UK_Kap_06T05-LFS.qxp:Kap_6_05_LFS_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 187
BO
A T
ype
LFS
PN
10
125
LFS1
0-50
± 2
7 =
54
284
140
172.
033
02
x M
1235
222
210
818
64.6
29.2
20.4
ILF
S16-
90±
44
= 8
835
022
815
7.2
450
2 x
M16
370
2221
08
1849
.720
.018
.7II
LFS1
6-15
0 ±
75
= 1
5055
442
417
0.0
598
2 x
M16
352
2221
08
1813
.015
.620
.0II
LFS1
6-16
0±
81
= 1
6271
560
015
7.7
785
2 x
M16
370
2221
08
188.
79.
925
.9II
150
LFS1
6-45
± 2
3 =
46
340
223
185.
741
02
x M
1640
522
240
822
198.
729
.822
.3II
LFS1
0-70
± 3
4 =
68
366
221
200.
839
72
x M
1238
722
240
822
41.0
33.9
23.2
ILF
S16-
100
± 5
0 =
100
625
510
185.
970
02
x M
1640
522
240
822
23.4
16.3
30.2
IILF
S16-
150
± 7
5 =
150
695
578
185.
976
52
x M
1640
522
240
822
13.6
14.7
31.9
II
200
LFS1
0-50
± 2
4 =
48
338
181
256.
043
82
x M
1644
224
295
822
130.
012
5.0
35.5
ILF
S10-
115
± 5
8 =
116
536
366
258.
762
02
x M
1645
024
340
822
51.1
35.4
39.0
IILF
S10-
150
± 7
5 =
150
920
743
259.
299
52
x M
1645
024
340
822
24.8
20.8
53.0
II
250
LFS1
0-40
± 2
1 =
42
360
211
311.
045
62
x M
2051
526
350
1222
133.
020
4.0
45.7
ILF
S10-
95±
48
= 9
655
036
731
2.8
660
2 x
M20
535
3039
512
2285
.154
.257
.0II
LFS1
0-15
0±
75
= 1
5010
4085
331
3.3
1220
2 x
M20
535
3039
512
2232
.828
.381
.0II
300
LFS1
0-40
± 1
9 =
38
368
216
363.
648
02
x M
2458
026
400
1222
217.
031
4.0
58,5
ILF
S10-
60±
29
= 5
854
135
536
3.5
700
2 x
M24
600
2845
012
2221
8.8
77.9
78.0
IILF
S10-
100
± 5
0 =
100
879
675
363.
810
402
x M
2460
028
450
1222
86.0
47.1
107.
0II
LFS1
0-15
0±
75
= 1
5011
9799
336
3.8
1360
2 x
M24
600
2845
012
2240
.534
.213
0.0
II
350
LFS1
0-10
± 6
= 1
243
5-
395.
050
02
x 28
630
3750
516
2229
56.0
177.
088
.0II
TLBm
daL
n x
MD
bk
nd
CyCr
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/ba
rkg
DNTy
pe
188
Bello
ws
Tie
rods
Flan
geDi
spla
cem
ent f
orce
Lateral move-ment at 1000full load cycles
Total length
Center-to-cen -ter distance ofthe bellows
Outside ∅
Length
Number xthread
Outside ∅
Thickness
Bolt circle ∅
Hole ∅
Spring rate±30%
Frictional force
Weight
Execution
Number ofholes
Exec
utio
n l (
page
105
)Ex
ecut
ion
ll (p
age
106)
29.3_UK_Kap_06T05-LFS.qxp:Kap_6_05_LFS_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 188
LFS1
0-65
± 3
3 =
66
492
295
398.
060
63
x M
2062
526
460
1622
141.
128
6.0
98.0
ILF
S10-
85±
42
= 8
484
040
395.
089
02
x 28
630
3750
516
2223
1.0
91.0
112.
0II
LFS1
0-18
5±
92
= 1
8412
4080
539
5.0
1290
2 x
2863
037
505
1622
61.0
61.0
141.
0II
400
LFS1
0-10
± 6
= 1
246
5-
447.
053
02
x 36
720
4756
516
2641
62.0
297.
013
3.0
IILF
S10-
55±
28
= 5
647
827
245
0.8
588
3 x
M24
690
2651
516
2625
2.9
442.
010
9.0
ILF
S10-
80±
39
= 7
886
039
544
7.0
940
2 x
3672
047
565
1626
341.
015
9.0
169.
0II
LFS1
0-17
5±
88
= 1
7612
6079
544
7.0
1340
2 x
3672
047
565
1626
88.0
108.
020
9.0
II
450
LFS1
0-50
± 2
5 =
50
476
265
505.
260
63
x M
3076
147
565
2026
346.
065
3.0
145.
0I
LFS1
0-10
0±
50
= 1
0065
844
350
6.6
794
3 x
M30
761
3056
520
2614
7.4
473.
017
0.0
II
500
LFS1
0-10
± 4
= 8
505
-55
0.0
590
2 x
4085
057
670
2026
1318
3.0
457.
020
6.0
IILF
S10-
45±
22,
5 =
45
498
305
557.
660
84
x M
2480
530
620
2026
484.
265
5.0
170.
0I
LFS1
0-70
± 3
4 =
68
900
465
550.
098
02
x 40
850
5767
020
2643
8.0
254.
025
2.0
IILF
S10-
155
± 7
7 =
154
1300
865
550.
013
902
x 40
850
5767
020
2613
3.0
176.
031
4.0
II
600
LFS1
0-5
± 3
= 6
545
-65
1.0
660
2 x
4598
077
780
2030
2141
5.0
683.
031
6.0
IILF
S10-
35±
18
= 3
651
431
066
2.0
650
4 x
M30
924
3572
520
3011
05.6
1049
.025
5.0
ILF
S10-
60±
29
= 5
894
048
565
1.0
1040
2 x
4598
077
780
2030
658.
039
2.0
364.
0II
LFS1
0-13
0±
65
= 1
3013
4088
565
1.0
1430
2 x
4598
077
780
2030
207.
027
5.0
398.
0II
189
pre
ferr
ed s
erie
s
29.3_UK_Kap_06T05-LFS.qxp:Kap_6_05_LFS_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 189
BO
A T
ype
LFS
PN
16
40LF
S16-
60±
30
= 6
022
516
157
.529
02
x M
1226
016
110
418
6.3
3.8
5.6
IILF
S16-
70±
36
= 7
227
814
170
.033
02
x M
1225
216
110
418
16.1
6.0
7.7
ILF
S16-
100
± 5
0 =
100
360
294
57.5
410
2 x
M12
260
1611
04
181.
92.
47.
3II
LFS1
6-22
0±
110
= 2
2057
655
969
.067
52
x M
1225
216
110
418
0.9
2.3
7.5
II
50LF
S16-
45±
23
= 4
619
010
773
.724
02
x M
1227
518
125
418
28.5
7.3
7.3
IILF
S16-
70±
35
= 7
027
814
183
.833
02
x M
1226
718
125
418
22.0
7.0
10.0
ILF
S16-
150
± 7
5 =
150
500
427
73.8
565
2 x
M12
275
1812
44
181.
62.
89.
3II
LFS1
6-20
0±
100
= 2
0059
050
682
.063
52
x M
1226
718
125
418
1.2
3.1
9.1
II
65LF
S16-
60±
32
= 6
427
814
110
7.0
330
2 x
M12
287
1814
54
1835
.014
.011
.2I
LFS1
6-85
± 4
2 =
84
270
174
93.3
320
2 x
M12
295
1814
54
1820
.98.
49.
2II
LFS1
6-15
0±
75
= 1
5055
546
893
.762
52
x M
1229
518
145
418
25.9
4.2
11.4
IILF
S16-
170
± 8
5 =
170
544
458
104.
059
22
x M
1228
718
145
418
2.5
5.8
10.2
II
80LF
S16-
60±
32
= 6
427
814
111
9.6
330
2 x
M12
302
2016
08
1844
.017
.014
.5I
LFS1
6-10
0±
50
= 1
0044
035
210
4.9
515
2 x
M12
310
2016
08
187.
26.
812
.9II
LFS1
6-15
0±
75
= 1
5060
551
510
4.9
655
2 x
M12
310
2016
08
183.
45.
014
.3II
LFS1
6-17
0±
85
= 1
7052
442
611
7.0
565
2 x
M12
302
2016
08
184.
07.
712
.8II
100
LFS1
6-50
± 2
7 =
54
282
141
145.
533
02
x M
1632
220
180
818
65.0
24.0
16.5
ILF
S16-
70±
35
= 7
032
021
113
6.0
410
2 x
M16
330
2018
08
1843
.315
.813
.2II
LFS1
6-15
0±
75
= 1
5048
838
814
1.0
542
2 x
M16
322
2018
08
187.
011
.815
.3I
TLBm
daL
n x
MD
bk
nd
CyCr
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/ba
rkg
DNTy
pe
190
Bello
ws
Tie
rods
Flan
geDi
spla
cem
ent f
orce
Lateral move-ment at 1000full load cycles
Total length
Center-to-cen -ter distance ofthe bellows
Outside ∅
Length
Number xthread
Outside ∅
Thickness
Bolt circle ∅
Hole ∅
Spring rate±30%
Frictional force
Weight
Execution
Number ofholes
Exec
utio
n l (
page
105
)Ex
ecut
ion
ll (p
age
106)
29.3_UK_Kap_06T05-LFS.qxp:Kap_6_05_LFS_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 190
LFS1
6-16
5±
82
= 1
6464
053
013
6.0
730
2 x
M16
330
2018
08
187.
08.
018
.6II
125
LFS1
6-50
± 2
6 =
52
292
144
173.
233
02
x M
1635
222
210
818
95.0
36.0
22.0
ILF
S16-
90±
44
= 8
835
022
815
7.2
450
2 x
M16
370
2221
08
1849
.720
.018
.7II
LFS1
6-15
0±
75
= 1
5055
442
417
0.0
598
2 x
M16
352
2221
08
1813
.015
.620
.0II
LFS1
6-16
0±
81
= 1
6271
560
015
7.7
785
2 x
M16
370
2221
08
188.
79.
925
.9II
150
LFS1
6-45
± 2
3 =
46
340
223
185.
741
02
x M
1640
522
240
822
198.
729
.822
.3II
LFS
16-6
0±
31
= 6
236
220
920
3.0
438
2 x
M16
387
2224
08
2271
.039
.025
.5I
LFS1
6-10
0±
50
= 1
0062
551
018
5.9
700
2 x
M16
405
2224
08
2223
.416
.330
.2II
LFS1
6-15
0±
75
= 1
5069
557
818
5.9
765
2 x
M16
405
2224
08
13.6
14.7
31.9
II
200
LFS1
6-40
± 2
3 =
46
368
217
257.
846
82
x M
2047
024
295
1222
183.
066
.040
,5I
LFS1
6-65
± 3
2 =
64
440
275
258.
760
02
x M
2048
032
295
1222
120.
945
.246
.0II
LFS1
6-10
0±
50
= 1
0070
651
425
9.2
850
2 x
M20
480
3229
512
2250
.627
.956
.0II
LFS1
6-15
0±
75
= 1
5094
575
325
9.2
1100
2 x
M20
480
3229
512
2224
.120
.665
.0II
250
LFS1
6-40
± 2
1 =
42
396
224
315.
253
62
x M
3055
528
355
1226
302.
021
5.0
67.0
ILF
S16-
100
± 5
0 =
100
795
593
313.
392
02
x M
2455
038
355
1226
66.6
37.6
84.0
IILF
S16-
150
± 7
5 =
150
1072
868
313.
312
002
x M
2455
038
355
1226
31.7
27.6
97.0
II
300
LFS1
6-35
± 1
8 =
36
392
217
367.
253
62
x M
3060
532
410
1226
413.
027
8.0
69.5
ILF
S16-
60±
30
= 6
055
935
836
2.6
700
2 x
M30
645
4441
012
2632
6.5
74.9
115.
0II
LFS1
6-10
0±
50
= 1
0090
468
836
3.8
1100
2 x
M30
645
4441
012
2682
.946
.013
6.0
IILF
S16-
150
± 7
5 =
150
1209
993
363.
613
502
x M
3064
544
410
1226
40.5
34.0
160.
0II
350
LFS1
6-10
± 5
= 1
043
5-
395.
052
02
x 36
675
4847
016
2651
99.0
243.
012
4.0
IILF
S16-
40±
21
= 4
274
030
539
4.0
820
2 x
3667
548
470
1626
884.
014
4.0
150.
0II
LFS1
6-65
± 3
3 =
66
512
330
401.
663
24
x M
2464
230
470
1626
184.
131
8.0
123.
0I
LFS1
6-13
5±
68
= 1
3612
4080
539
4.0
1320
2 x
3667
548
470
1626
143.
085
.019
3.0
II
400
LFS1
6-10
± 4
= 8
465
-44
7.0
550
2 x
4275
057
525
1630
7331
.033
7.0
172.
0II
LFS1
6-40
± 2
0 =
40
760
325
446.
084
62
x 42
750
5752
516
3011
05.0
204.
020
4.0
IILF
S16-
60±
30
= 6
050
831
645
4.4
618
4 x
M24
715
3252
516
3029
6.5
415.
016
4.0
ILF
S16-
120
± 6
0 =
120
1260
835
446.
094
02
x 42
750
5752
516
3019
2.0
123.
025
7.0
II
450
LFS1
6-55
± 2
7,5
= 5
551
632
050
8.2
650
4 x
M30
784
3258
520
3046
0.5
602.
019
9.0
ILF
S16-
100
± 5
0 =
100
710
518
508.
284
04
x M
3078
432
585
2030
144.
843
8.0
239.
0II
500
LFS1
6-10
± 5
= 1
053
0-
548.
063
02
x 52
940
6865
020
3312
110.
054
8.0
317.
0II
LFS1
6-40
± 2
0 =
40
490
255
561.
062
04
x M
3087
035
650
2033
1145
.777
4.0
252.
0I
LFS1
6-70
± 3
6 =
72
960
490
548.
010
702
x 52
940
6865
020
3344
8.0
302.
038
3.0
IILF
S16-
160
± 8
0 =
160
1360
890
548.
013
602
x 52
940
6865
020
3314
3.0
214.
045
1.0
II
191
29.3_UK_Kap_06T05-LFS.qxp:Kap_6_05_LFS_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 191
BO
A T
ype
LFS
PN
16
600
LFS1
6-10
± 4
= 8
570
-65
0.0
700
2 x
6010
8087
770
2036
1973
6.0
817.
049
8.0
IILF
S16-
30±
16,
5 =
33
500
245
665.
064
84
x M
3610
2045
770
2036
2079
.212
30.0
384.
0I
LFS1
6-65
± 3
4 =
64
1000
500
650.
011
302
x 60
1080
8777
020
3670
4.0
465.
056
0.0
IILF
S16-
150
± 7
6 =
152
1400
900
650.
015
302
x 60
1080
8777
020
3622
9.0
333.
062
5.0
II
TLBm
daL
n x
MD
bk
nd
CyCr
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/ba
rkg
DNTy
pe
192
pre
ferr
ed s
erie
s
Bello
ws
Tie
rods
Flan
geDi
spla
cem
ent f
orce
Lateral move-ment at 1000full load cycles
Total length
Center-to-cen -ter distance ofthe bellows
Outside ∅
Length
Number xthread
Outside ∅
Thickness
Bolt circle ∅
Hole ∅
Spring rate±30%
Frictional force
Weight
Execution
Number ofholes
Exec
utio
n l (
page
105
)Ex
ecut
ion
ll (p
age
106)
29.3_UK_Kap_06T05-LFS.qxp:Kap_6_05_LFS_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 192
BO
A T
ype
LFS
PN
25
40LF
S25-
50±
25
= 5
020
713
557
.027
52
x M
1226
018
110
418
13.3
3.9
6.6
IILF
S25-
100
± 5
0 =
100
368
239
69.0
418
2 x
M12
252
1811
04
188.
03.
48.
5I
LFS2
5-17
0±
85
= 1
7048
040
957
.054
52
x M
1226
018
110
418
1.5
1.7
8.0
IILF
S25-
180
± 9
0 =
180
562
483
69.0
605
2 x
M12
252
1811
04
182.
02.
28.
0II
50LF
S25-
50±
24
= 4
819
010
573
.234
02
x M
1227
520
125
418
35.6
7.1
8.4
IILF
S25-
90±
45
= 9
026
017
573
.231
02
x M
1227
520
125
418
14.4
5.2
8.7
IILF
S25-
90±
46
= 9
236
623
683
.041
82
x M
1226
120
125
418
11.0
5.0
10.7
ILF
S25-
180
± 9
0 =
180
548
458
82.5
592
2 x
M12
261
2012
54
182.
03.
410
.0II
65LF
S25-
50±
25
= 5
027
017
193
.532
02
x M
1229
522
145
818
43.1
8.6
10.6
IILF
S25-
90±
46
= 9
238
224
410
6.0
434
2 x
M12
281
2214
58
1818
.08.
114
.0I
LFS2
5-15
0±
75
= 1
5058
547
993
.565
52
x M
1229
522
145
818
4.9
4.0
13.4
IILF
S25-
170
± 8
5 =
170
564
464
105.
060
52
x M
1228
122
145
818
4.0
5.5
12.5
II
80LF
S25-
45±
23
= 4
628
017
410
4.7
320
2 x
M12
310
2416
08
1858
.710
.712
.9II
LFS2
5-80
± 4
0 =
80
362
232
118.
539
72
x M
1229
624
160
818
20.0
11.1
16.0
ILF
S25-
150
± 7
5 =
150
640
529
104.
770
02
x M
1231
024
160
818
5.8
4.7
16.8
IILF
S25-
170
± 8
5 =
170
552
441
118.
559
22
x M
1229
624
160
818
6.0
7.3
15.3
II
100
LFS2
5-55
± 2
8 =
56
330
212
135.
841
02
x M
1634
524
190
822
81.7
15.6
17.5
IILF
S25-
70±
35
= 7
036
022
114
5.0
438
2 x
M16
337
2419
08
2240
.034
.022
.0I
LFS2
5-95
± 4
8 =
96
370
232
134.
945
02
x M
1634
524
190
822
46.8
13.5
19.4
ILF
S25-
150
± 7
5 =
150
670
541
135.
873
02
x M
1634
524
190
822
11.4
7.7
23.1
II
TLBm
daL
n x
MD
bk
nd
CyCr
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/ba
rkg
DNTy
pe
193
Bello
ws
Tie
rods
Flan
geDi
spla
cem
ent f
orce
Lateral move-ment at 1000full load cycles
Total length
Center-to-cen -ter distance ofthe bellows
Outside ∅
Length
Number xthread
Outside ∅
Thickness
Bolt circle ∅
Hole ∅
Spring rate±30%
Frictional force
Weight
Execution
Number ofholes
Exec
utio
n l (
page
105
)Ex
ecut
ion
ll (p
age
106)
29.3_UK_Kap_06T05-LFS.qxp:Kap_6_05_LFS_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 193
194
BO
A T
ype
LFS
PN
25
125
LFS2
5-50
± 2
5 =
50
305
164
156.
838
02
x M
1639
026
220
826
191.
823
.224
.9II
LFS2
5-70
± 3
5 =
70
382
230
174.
048
12
x M
2039
026
220
826
59.0
46.5
28.0
ILF
S25-
85±
42
= 8
437
523
615
6.6
450
2 x
M16
390
2622
08
2670
.918
.625
.7II
LFS2
5-15
0±
75
= 1
5074
361
015
7.5
825
2 x
M16
390
2622
08
2614
.39.
631
.9II
150
LFS2
5-55
± 2
8 =
56
392
218
205.
049
12
x M
2043
030
250
826
110.
087
.045
.5I
LFS2
5-10
0±
50¨
= 1
0066
052
218
5.7
730
2 x
M16
430
2825
08
2632
.615
.638
.7II
LFS2
5-15
0±
75
= 1
5061
861
819
7.0
716
2 x
M16
430
3025
08
2623
.055
.242
.0II
LFS2
5-16
0±
80
= 1
6088
675
018
5.7
960
2 x
M16
430
2825
08
2616
.011
.643
.8II
200
LFS2
5-40
± 2
2 =
44
372
217
258.
052
02
x M
3051
030
310
1226
183.
015
0.0
46.0
ILF
S25-
50±
25
= 5
045
027
225
8.0
580
2 x
M24
515
3831
012
2633
6.1
43.9
65.0
IILF
S25-
100
± 5
0 =
100
592
437
258.
073
62
x M
3051
030
310
1226
44.0
94.0
58.0
IILF
S25-
150
± 7
5 =
150
915
737
258.
010
402
x M
2451
538
310
1226
50.8
20.9
85.0
II
250
LFS2
5-40
± 2
0 =
40
394
224
315.
055
02
x M
3659
536
370
1230
302.
024
7.0
64,5
ILF
S25-
50±
25
= 5
053
931
331
2.0
700
2 x
M30
610
4437
012
3045
2.2
55.7
103.
0II
LFS2
5-10
0±
50
= 1
0081
058
431
2.0
950
2 x
M30
610
4437
012
3013
8.4
36.2
117.
0II
LFS2
5-15
0±
75
= 1
5010
7985
331
2.0
1260
2 x
M30
610
4437
012
3066
.326
.913
2.0
II
300
LFS2
5-35
± 1
8 =
36
394
217
368.
053
64
x M
3063
034
430
1630
452.
029
7.0
81.0
ILF
S25-
50±
25
= 5
056
835
836
2.5
750
2 x
M36
690
5443
016
3058
5.2
74.2
154.
0II
LFS2
5-10
0±
50
= 1
0088
867
836
2.5
1050
2 x
M36
690
5443
016
3017
2.4
46.2
184.
0II
LFS2
5-15
0±
75
= 1
5012
0399
336
2.5
1400
2 x
M36
690
5443
016
3081
.933
.720
2.0
II
TLBm
daL
n x
MD
bk
nd
CyCr
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/ba
rkg
DNTy
peBe
llow
sTi
e ro
dsFl
ange
Disp
lace
men
t for
ceLateral move-ment at 1000full load cycles
Total length
Center-to-cen -ter distance ofthe bellows
Outside ∅
Length
Number xthread
Outside ∅
Thickness
Bolt circle ∅
Hole ∅
Spring rate±30%
Frictional force
Weight
Execution
Number ofholes
Exec
utio
n l (
page
105
)Ex
ecut
ion
ll (p
age
106)
29.3_UK_Kap_06T05-LFS.qxp:Kap_6_05_LFS_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 194
195
pre
ferr
ed s
erie
s
350
LFS2
5-10
± 4
= 8
435
-39
4.0
540
2 x
4575
058
490
1633
1212
2.0
302.
018
9.0
IILF
S25-
50±
25
= 5
049
432
240
2.4
630
4 x
M30
700
3849
016
3328
6.0
385.
016
5.0
IILF
S25-
60±
30
= 6
084
040
539
4.0
930
2 x
4575
058
490
1633
553.
015
5.0
220.
0II
LFS2
5-13
5±
68
= 1
3612
4080
539
4.0
1400
2 x
4575
058
490
1633
147.
097
.025
5.0
II
400
LFS2
5-5
± 3
= 6
465
-44
6.0
570
2 x
5284
068
550
1626
1736
6.0
407.
025
8.0
IILF
S25-
40±
19
= 3
876
028
544
6.0
870
2 x
5284
068
550
1636
1383
.024
9.0
291.
0II
LFS2
5-50
± 2
5 =
50
534
362
453.
467
04
x M
3077
540
550
1636
321.
546
0.0
217.
0II
LFS2
5-12
0±
60
= 1
2012
6079
544
6.0
1370
2 x
5284
068
550
1636
212.
015
1.0
354.
0II
450
LFS2
5-50
± 2
5 =
50
512
378
507.
466
04
x M
3683
540
600
2036
395.
069
2.0
255.
0II
LFS2
5-10
0±
50
= 1
0083
670
450
7.4
994
4 x
M36
835
4060
020
3611
6.0
424.
030
5.0
II
500
LFS2
5-10
± 5
= 1
053
0-
548.
066
02
x 60
970
8866
020
3612
110.
061
4.0
442.
0II
LFS2
5-35
± 1
7 =
34
800
315
549.
093
02
x 60
970
8866
020
3621
19.0
407.
045
8.0
IILF
S25-
50±
25
= 5
056
638
456
0.2
738
4 x
M42
928
4466
020
3651
9.0
875.
031
2.0
IILF
S25-
105
± 5
2 =
104
1300
815
549.
014
302
x 60
970
8866
020
3635
7.0
253.
054
9.0
II
600
LFS2
5-5
± 2
= 4
545
-65
1.0
690
2 x
9011
3010
777
020
3951
563.
011
23.0
630.
0II
LFS2
5-30
± 1
5 =
30
840
425
651.
010
142
x 90
1130
107
770
2039
3278
.072
2.0
689.
0II
LFS2
5-50
± 2
5 =
50
616
407
666.
081
64
x M
4810
7055
770
2039
697.
013
50.0
506.
0II
LFS2
5-90
± 4
4 =
88
1340
825
651.
015
142
x 90
1130
107
770
2039
570.
045
3.0
788.
0II
29.3_UK_Kap_06T05-LFS.qxp:Kap_6_05_LFS_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 195
BO
A T
ype
LFS
PN
40
40LF
S40-
50±
25
= 5
027
521
557
.034
52
x M
1226
018
110
418
8.1
2.9
7.0
IILF
S40-
100
± 5
0 =
100
410
350
57.0
465
2 x
M12
260
1811
04
183.
12.
07.
6II
LFS4
0-15
0±
75
= 1
5057
551
557
.065
52
x M
1226
018
110
418
1.4
1.4
8.4
II
50LF
S40-
50±
28
= 5
629
021
973
.234
52
x M
1227
520
125
418
15.8
4.7
9.0
IILF
S40-
100
± 5
0 =
100
440
369
73.2
515
2 x
M12
275
2012
54
185.
73.
110
.0II
LFS4
0-15
0±
75
= 1
5061
053
973
.267
52
x M
1227
520
125
418
2.7
2.2
11.0
II
65LF
S40-
50±
26
= 5
231
121
892
.736
52
x M
1229
522
145
818
32.5
7.1
11.6
IILF
S40-
100
± 5
0 =
100
485
393
92.7
545
2 x
M12
295
2214
58
1810
.34.
612
.9II
LFS4
0-15
0±
75
= 1
5067
057
892
.772
52
x M
1229
522
145
818
4.8
3.3
14.2
II
80LF
S40-
50±
25
= 5
033
523
810
3.9
410
2 x
M12
310
2416
08
1838
.48.
614
.9II
LFS4
0-10
0±
50
= 1
0054
544
810
3.9
620
2 x
M12
310
2416
08
1811
.45.
317
.0II
LFS4
0-15
0±
75
= 1
5074
564
810
3.9
825
2 x
M12
310
2416
08
185.
43.
919
.1II
100
LFS4
0-50
± 2
5 =
50
360
242
134.
942
52
x M
1634
530
190
822
68.2
14.3
23.7
IILF
S40-
100
± 5
0 =
100
560
442
134.
962
02
x M
1634
530
190
822
21.3
8.9
26.3
IILF
S40-
150
± 7
5 =
150
750
632
134.
982
52
x M
1634
530
190
822
10.4
6.6
29.0
II
125
LFS4
0-50
± 2
5 =
50
400
272
156.
655
02
x M
2039
035
220
826
85.3
18.3
34.0
IILF
S40-
100
± 5
0 =
100
630
502
156.
673
02
x M
2039
035
220
826
25.4
11.4
37.2
IILF
S40-
150
± 7
5 =
150
860
732
156.
696
02
x M
2039
035
220
826
12.2
8.2
43.7
II
TLBm
daL
n x
MD
bk
nd
CyCr
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/ba
rkg
DNTy
pe
196
Bello
ws
Tie
rods
Flan
geDi
spla
cem
ent f
orce
Lateral move-ment at 1000full load cycles
Total length
Center-to-cen -ter distance ofthe bellows
Outside ∅
Length
Number xthread
Outside ∅
Thickness
Bolt circle ∅
Hole ∅
Spring rate±30%
Frictional force
Weight
Execution
Number ofholes
Exec
utio
n l (
page
105
)Ex
ecut
ion
ll (p
age
106)
29.3_UK_Kap_06T05-LFS.qxp:Kap_6_05_LFS_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 196
150
LFS4
0-50
± 2
5 =
50
462
319
184.
858
02
x M
2443
040
250
826
103.
123
.047
.9II
LFS4
0-10
0±
50
= 1
0066
551
418
4.8
810
2 x
M24
430
4025
08
2634
.215
.657
.7II
LFS4
0-15
0±
75
= 1
5089
074
018
4.8
1040
2 x
M24
430
4025
08
2616
.411
.559
.6II
200
LFS4
0-50
± 2
5 =
50
511
320
257.
465
02
x M
3056
043
320
1230
425.
938
.384
.0II
LFS4
0-10
0±
50
= 1
0079
060
025
7.4
930
2 x
M30
560
4332
012
3012
9.4
24.2
97.0
IILF
S40-
150
± 7
5 =
150
1066
876
257.
412
002
x M
3056
043
320
1230
62.0
17.7
110.
0II
250
LFS4
0-50
± 2
5 =
50
583
368
311.
575
02
x M
3666
054
385
1233
578.
551
.714
9.0
IILF
S40-
100
± 5
0 =
100
913
698
311.
511
002
x M
3666
054
385
1233
169.
931
.917
4.0
IILF
S40-
150
± 7
5 =
150
1233
1018
311.
514
002
x M
3666
054
385
1233
81.3
23.3
196.
0II
300
LFS4
0-50
± 2
5 =
50
671
428
362.
090
02
x M
4276
068
450
1633
724.
661
.122
5.0
IILF
S40-
100
± 5
0 =
100
1051
808
362.
013
002
x M
4276
068
450
1633
212.
838
.325
8.0
IILF
S40-
150
± 7
5 =
150
1426
1183
362.
016
502
x M
4276
068
450
1633
100.
827
.929
1.0
II
350
LFS4
0-50
± 2
5 =
50
604
423
403.
275
24
x M
3674
846
510
1636
395.
035
7.0
228.
0II
LFS4
0-10
0±
50
= 1
0096
478
340
3.2
1112
4 x
M36
748
4651
016
3611
6.0
224.
026
7.0
II
400
LFS4
0-50
± 2
5 =
50
668
478
457.
284
04
x M
4285
650
585
1639
452.
047
8.0
332.
0II
LFS4
0-10
0±
50
= 1
0010
7888
845
7.2
1250
4 x
M42
856
5058
516
3913
1.0
300.
039
3.0
II
450
LFS4
0-50
± 2
5 =
50
692
500
511.
686
44
x M
4288
250
610
2039
533.
058
5.0
343.
0II
LFS4
0-10
0±
50
= 1
0011
1292
051
1.6
1284
4 x
M42
882
5061
020
3915
8.0
365.
041
9.0
II
500
LFS4
0-50
± 2
5 =
50
762
564
563.
296
24
x M
4897
558
670
2042
569.
076
5.0
448.
0II
LFS4
0-10
0±
50
= 1
0012
6210
6456
3.2
1462
4 x
M48
975
5867
020
4216
1.0
462.
056
3.0
II
197
29.3_UK_Kap_06T05-LFS.qxp:Kap_6_05_LFS_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 197
198
40LF
B6-1
00±
48
= 9
625
817
545
68.0
6830
52
x M
1224
115
100
414
2.4
4.9
5.0
ILF
B6-2
50±
125
= 2
5049
841
545
68.0
6854
22
x M
1224
115
100
414
0.4
2.5
5.5
I
50LF
B6-1
00±
48
= 9
627
019
141
80.0
8131
42
x M
1225
115
110
414
2.7
7.0
6.0
ILF
B6-2
40±
120
= 2
4052
044
141
80.0
8156
52
x M
1225
115
110
414
0.5
3.5
6.5
I
65LF
B6-1
00±
48
= 9
629
221
737
104.
010
534
02
x M
1226
215
130
414
3.4
12.6
6.5
ILF
B6-2
20±
110
= 2
2053
245
737
104.
010
558
22
x M
1226
215
130
414
0.8
6.2
7.0
I
80LF
B6-1
00±
46
= 9
229
521
340
116.
012
034
02
x M
1229
216
150
418
3.8
15.6
9.0
ILF
B6-2
00±
100
= 2
0050
242
040
116.
012
055
22
x M
1229
216
150
418
1.0
7.8
9.5
I
100
LFB6
-50
± 2
4 =
48
216
122
5213
8.0
142
260
2 x
M12
312
1617
04
1821
.022
.010
.0I
LFB6
-100
± 4
8 =
96
316
222
5213
8.0
142
360
2 x
M12
312
1617
04
187.
015
.010
.5I
LFB6
-170
± 8
5 =
170
466
372
5213
8.0
142
512
2 x
M12
312
1617
04
182.
512
.411
.0I
125
LFB6
-50
± 2
5 =
50
246
150
5016
8.5
174
286
2 x
M12
342
1820
08
1823
.035
.013
.5I
LFB6
-100
± 4
8 =
96
355
260
5016
8.5
174
397
2 x
M12
342
1820
08
188.
027
.014
.0I
LFB6
-160
± 8
0 =
160
496
400
5016
8.5
174
542
2 x
M12
342
1820
08
183.
417
.514
.5I
150
LFB6
-50
± 2
8 =
56
286
145
6519
5.0
196
330
2 x
M12
361
1822
58
1839
.044
.815
.0I
LFB6
-100
± 4
8 =
96
381
240
6519
5.0
196
428
2 x
M12
361
1822
58
1815
.032
.315
.5I
LFB6
-150
± 7
5 =
150
496
355
6519
5.0
196
542
2 x
M12
361
1822
58
187.
025
.516
.0I
200
LFB6
-45
± 2
3 =
46
310
163
6825
2.0
254
355
2 x
M16
422
2028
08
1867
.071
.022
.5I
BO
A T
ype
LFB
PN
6
TLBm
AIda
gL
n x
MD
bk
nd
CyCr
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/ba
rkg
DNTy
peBe
llow
sTi
e ro
dsFl
ange
Disp
lacem
ent f
orce
Lateral move-ment at 1000full load cycles
Total length
Center-to-centerdistance of thebellows
Active length
Outside ∅
Raised face ∅
Number xthread
Length
Outside ∅
Thickness
Bolt circle ∅
Hole ∅
Frictionalforce
Weight
Execution
Spring rate�30%
Number ofholes
Exec
utio
n l (
page
107
)Ex
ecut
ion
ll (p
age
107)
29.3_UK_Kap_06T06-LFB.qxp:Kap_6_06_LFB_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 198
199
LFB6
-90
± 4
5 =
90
450
303
6825
2.0
254
490
2 x
M16
422
2028
08
1821
.049
.023
.5I
LFB6
-150
± 7
5 =
150
634
488
6825
2.0
254
676
2 x
M16
422
2028
08
188.
035
.032
.0II
250
LFB6
-50
± 2
5 =
50
354
190
8030
6.5
308
450
2 x
M20
495
2233
512
1810
5.0
174.
033
.0I
LFB6
-85
± 4
2 =
84
464
300
8030
6.5
308
560
2 x
M20
495
2233
512
1845
.013
3.0
34.5
ILF
B6-1
50±
75
= 1
5066
450
080
306.
530
876
02
x M
2049
522
335
1218
17.0
93.0
47.0
II
300
LFB6
-45
± 2
2 =
44
371
192
8735
8.5
361
468
2 x
M20
560
2239
512
2215
1.0
238.
042
.0I
LFB6
-65
± 3
3 =
66
446
267
8735
8.5
361
540
2 x
M20
560
2239
512
2278
.019
8.0
43.5
ILF
B6-1
50±
75
= 1
5073
655
787
358.
536
183
02
x M
2056
022
395
1222
19.0
120.
062
.0II
29.3_UK_Kap_06T06-LFB.qxp:Kap_6_06_LFB_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 199
200
40LF
B16-
100
± 5
0 =
100
316
232
4269
.068
360
2 x
M12
252
1611
04
185.
04.
26.
9I
LFB1
6-22
0±
110
= 2
2057
649
242
69.0
6861
62
x M
1225
216
110
418
0.9
2.3
7.5
I
50LF
B16-
100
± 5
0 =
100
344
261
3682
.081
397
2 x
M12
267
1812
54
184.
56.
08.
6I
LFB1
6-20
0±
100
= 2
0059
050
636
82.0
8163
52
x M
1226
718
125
418
1.2
3.1
9.1
I
65LF
B16-
50±
25
= 5
023
414
838
104.
010
528
02
x M
1228
718
145
418
21.0
16.1
9.5
ILF
B16-
100
± 5
0 =
100
360
276
3810
4.0
105
412
2 x
M12
287
1814
54
187.
09.
710
.0I
LFB1
6-17
0±
85
= 1
7054
445
838
104.
010
559
22
x M
1228
718
145
418
2.5
5.8
10.2
I
80LF
B16-
50±
24
= 4
823
413
646
117.
012
028
02
x M
1230
220
160
818
33.0
20.8
12.0
ILF
B16-
100
± 5
0 =
100
364
266
4611
7.5
120
412
2 x
M12
302
2016
08
189.
011
.012
.5I
LFB1
6-17
0±
85
= 1
7052
442
646
117.
512
056
52
x M
1230
220
160
818
4.0
7.7
12.8
I
100
LFB1
6-50
± 2
8 =
56
260
156
4614
1.0
144
315
2 x
M16
322
2018
08
1839
.027
.614
.9I
LFB1
6-10
0±
50
= 1
0036
826
848
141.
014
442
02
x M
1632
220
180
818
14.0
17.9
15.1
ILF
B16-
150
± 7
5 =
150
488
388
4814
1.0
142
542
2 x
M16
322
2018
08
187.
011
.815
.3I
125
LFB1
6-50
± 2
5 =
50
294
164
7417
0.0
174
355
2 x
M16
352
2221
08
1880
.028
.018
.5I
LFB1
6-10
0±
50
= 1
0043
430
474
170.
017
448
42
x M
1635
222
210
818
25.0
22.5
18.9
ILF
B16-
150
± 7
5 =
150
554
424
7417
0.0
174
598
2 x
M16
352
2221
08
1813
.015
.620
.0II
150
LFB1
6-50
± 2
5 =
50
306
173
7319
5.0
196
355
2 x
M16
387
2224
08
2298
.046
.223
.0I
LFB1
6-10
0±
50
= 1
0045
632
373
195.
019
649
82
x M
1638
722
240
822
30.0
34.0
23.5
ILF
B16-
150
± 7
5 =
150
606
473
7319
5.0
196
652
2 x
M16
387
2224
08
2215
.018
.028
.0II
BO
A T
ype
LFB
PN
10
TLBm
AIda
gL
n x
MD
bk
nd
CyCr
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/ba
rkg
DNTy
peBe
llow
sTi
e ro
dsFl
ange
Disp
lacem
ent f
orce
Lateral move-ment at 1000full load cycles
Total length
Center-to-centerdistance of thebellows
Active length
Outside ∅
Raised face ∅
Number xthread
Length
Outside ∅
Thickness
Bolt circle ∅
Hole ∅
Frictionalforce
Weight
Execution
Spring rate�30%
Number ofholes
Exec
utio
n l (
page
107
)Ex
ecut
ion
ll (p
age
107)
29.3_UK_Kap_06T06-LFB.qxp:Kap_6_06_LFB_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 200
201
200
LFB1
0-45
± 2
3 =
46
310
177
7225
1.5
254
355
2 x
M16
442
2429
58
2298
.072
.030
.0I
LFB1
0-80
± 4
0 =
80
414
282
7225
1.5
254
458
2 x
M16
442
2429
58
2241
.054
.031
.0I
LFB1
0-15
0±
75
= 1
5065
452
272
251.
525
469
62
x M
1644
224
295
822
13.0
34.0
41.0
II
250
LFB1
0-45
± 2
3 =
46
354
182
8430
6.0
308
450
2 x
M20
515
2635
012
2216
3.0
207.
042
.0I
LFB1
0-80
± 4
0 =
80
466
294
8430
6.0
308
554
2 x
M20
515
2635
012
2267
.015
8.0
43.0
ILF
B10-
150
± 7
5 =
150
708
534
8430
6.0
308
806
2 x
M20
515
2635
012
2221
.010
8.0
54.0
II
300
LFB1
0-45
± 2
2 =
44
378
211
7136
0.0
361
490
2 x
M24
580
2640
012
2219
6.0
309.
051
.0I
LFB1
0-70
± 3
5 =
70
490
321
7136
0.0
361
606
2 x
M24
580
2640
012
2288
.023
9.0
55.0
ILF
B10-
150
± 7
5 =
150
780
591
9135
8.0
361
895
2 x
M24
580
2640
012
2225
.015
5.0
67.0
II
29.3_UK_Kap_06T06-LFB.qxp:Kap_6_06_LFB_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 201
202
40LF
B16-
100
± 5
0 =
100
316
232
4269
.068
360
2 x
M12
252
1611
04
185.
04.
26.
9I
LFB1
6-22
0±
110
= 2
2057
649
242
69.0
6861
62
x M
1225
216
110
418
0.9
2.3
7.5
I
50LF
B16-
100
± 5
0 =
100
344
261
3682
.081
397
2 x
M12
267
1812
54
184.
56.
08.
6I
LFB1
6-20
0±
100
= 2
0059
050
636
82.0
8163
52
x M
1226
718
125
418
1.2
3.1
9.1
I
65LF
B16-
50±
25
= 5
023
414
838
104.
010
528
02
x M
1228
718
145
418
21.0
16.1
9.5
ILF
B16-
100
± 5
0 =
100
360
276
3810
4.0
105
412
2 x
M12
287
1814
54
187.
09.
710
.0I
LFB1
6-17
0±
85
= 1
7054
445
838
104.
010
559
22
x M
1228
718
145
418
2.5
5.8
10.2
I
80LF
B16-
50±
24
= 4
823
413
646
117.
012
028
02
x M
1230
220
160
818
33.0
20.8
12.0
ILF
B16-
100
± 5
0 =
100
364
266
4611
7.5
120
412
2 x
M12
302
2016
08
189.
011
.012
.5I
LFB1
6-17
0±
85
= 1
7052
442
646
117.
512
056
52
x M
1230
220
160
818
4.0
7.7
12.8
I
100
LFB1
6-50
± 2
8 =
56
260
156
4614
1.0
144
315
2 x
M16
322
2018
08
1839
.027
.614
.9I
LFB1
6-10
0±
50
= 1
0036
826
848
141.
014
442
02
x M
1632
220
180
818
14.0
17.9
15.1
ILF
B16-
150
± 7
5 =
150
488
388
4814
1.0
142
542
2 x
M16
322
2018
08
187.
011
.815
.3I
125
LFB1
6-50
± 2
5 =
50
294
164
7417
0.0
174
355
2 x
M16
352
2221
08
1880
.028
.018
.5I
LFB1
6-10
0±
50
= 1
0043
430
474
170.
017
448
42
x M
1635
222
210
818
25.0
22.5
18.9
ILF
B16-
150
± 7
5 =
150
554
424
7417
0.0
174
598
2 x
M16
352
2221
08
1813
.015
.620
.0II
150
LFB1
6-50
± 2
5 =
50
306
173
7319
5.0
196
355
2 x
M16
387
2224
08
2298
.046
.223
.0I
LFB1
6-10
0±
50
= 1
0045
632
373
195.
019
649
82
x M
1638
722
240
822
30.0
34.0
23.5
ILF
B16-
150
± 7
5 =
150
606
473
7319
5.0
196
652
2 x
M16
387
2224
08
2215
.018
.028
.0II
BO
A T
ype
LFB
PN
16
TLBm
AIda
gL
n x
MD
bk
nd
CyCr
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/ba
rkg
DNTy
peBe
llow
sTi
e ro
dsFl
ange
Disp
lacem
ent f
orce
Lateral move-ment at 1000full load cycles
Total length
Center-to-centerdistance of thebellows
Active length
Outside ∅
Raised face ∅
Number xthread
Length
Outside ∅
Thickness
Bolt circle ∅
Hole ∅
Frictionalforce
Weight
Execution
Spring rate�30%
Number ofholes
Exec
utio
n l (
page
107
)Ex
ecut
ion
ll (p
age
107)
29.3_UK_Kap_06T06-LFB.qxp:Kap_6_06_LFB_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 202
203
200
LFB1
6-50
± 2
5 =
50
326
180
8025
3.0
254
426
2 x
M20
470
2429
512
2216
0.0
122.
035
.0I
LFB1
6-80
± 4
0 =
80
460
333
6325
3.0
254
560
2 x
M20
470
2429
512
2264
.086
.036
.0I
LFB1
6-15
0±
75
= 1
5064
450
080
253.
025
474
62
x M
2047
024
295
1222
23.0
62.0
47.0
II
250
LFB1
6-45
± 2
2 =
44
332
191
7130
9.5
308
474
2 x
M30
555
2835
512
2626
1.0
257.
057
.0I
LFB1
6-65
± 3
3 =
66
412
271
7130
9.5
308
550
2 x
M30
555
2835
512
2613
5.0
207.
059
.0I
LFB1
6-15
0±
75
= 1
5068
452
292
308.
030
881
32
x M
3055
528
355
1226
34.0
125.
073
.0II
300
LFB1
6-50
± 2
5 =
50
408
250
8036
1.0
361
500
2 x
M30
605
3241
012
2629
0.0
286.
069
.0I
LFB1
6-10
0±
50
= 1
0057
239
210
236
1.0
361
705
2 x
M30
605
3241
012
2696
.020
4.0
83.0
IILF
B16-
150
± 7
5 =
150
752
572
102
361.
036
190
42
x M
3060
532
410
1226
46.0
155.
085
.0II
29.3_UK_Kap_06T06-LFB.qxp:Kap_6_06_LFB_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 203
204
40LF
B25-
50±
25
= 5
023
215
333
69.0
6828
02
x M
1225
218
110
418
135.
47.
0I
LFB2
5-10
0±
50
= 1
0036
228
333
69.0
6841
22
x M
1225
218
110
418
43.
47.
6I
LFB2
5-18
0±
90
= 1
8056
248
333
69.0
6860
52
x M
1225
218
110
418
22.
28.
0I
50LF
B25-
50±
24
= 4
823
314
338
82.5
8128
02
x M
1226
120
125
418
195.
58.
8I
LFB2
5-10
0±
48
= 9
634
825
838
82.5
8139
72
x M
1226
120
125
418
74.
89.
2I
LFB2
5-18
0±
90
= 1
8054
845
838
82.5
8159
22
x M
1226
120
125
418
23.
410
.0I
65LF
B25-
50±
24
= 4
824
014
044
105.
010
528
02
x M
1228
122
145
818
397.
711
.1I
LFB2
5-10
0±
48
= 9
637
527
444
105.
010
542
82
x M
1228
122
145
818
126.
811
.8I
LFB2
5-17
0±
85
= 1
7056
446
444
105.
010
560
52
x M
1228
122
145
818
45.
512
.5I
80LF
B25-
50±
24
= 4
825
214
151
118.
512
030
52
x M
1229
624
160
818
4810
.013
.9I
LFB2
5-10
0±
50
= 1
0038
227
151
118.
512
042
82
x M
1229
624
160
818
148.
315
.0I
LFB2
5-17
0±
85
= 1
7055
244
151
118.
512
059
22
x M
1229
624
160
818
67.
315
.3I
100
LFB2
5-50
± 2
4 =
48
281
173
4814
1.0
142
330
2 x
M16
337
2419
08
2256
15.0
17.8
ILF
B25-
100
± 4
8 =
96
426
318
4814
1.0
142
484
2 x
M16
337
2419
08
2219
11.6
18.2
ILF
B25-
140
± 7
0 =
140
546
438
4814
1.0
142
598
2 x
M16
337
2419
08
2211
22.0
18.5
I
125
LFB2
5-50
± 2
4 =
48
300
178
5817
1.0
174
400
2 x
M20
390
2622
08
2610
871
.226
.3I
LFB2
5-10
0±
50
= 1
0047
635
161
171.
017
457
42
x M
2039
026
220
826
2941
.428
.3I
LFB2
5-15
0±
75
= 1
5062
650
359
171.
017
472
62
x M
2039
026
220
826
1528
.030
.5II
150
LFB2
5-50
± 2
4 =
48
325
171
8019
7.0
196
426
2 x
M20
430
3025
08
2615
490
.734
.0I
BO
A T
ype
LFB
PN
25
TLBm
AIda
gL
n x
MD
bk
nd
CyCr
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/ba
rkg
DNTy
peBe
llow
sTi
e ro
dsFl
ange
Disp
lacem
ent f
orce
Lateral move-ment at 1000full load cycles
Total length
Center-to-centerdistance of thebellows
Active length
Outside ∅
Raised face ∅
Number xthread
Length
Outside ∅
Thickness
Bolt circle ∅
Hole ∅
Frictionalforce
Weight
Execution
Spring rate�30%
Number ofholes
Exec
utio
n l (
page
107
)Ex
ecut
ion
ll (p
age
107)
29.3_UK_Kap_06T06-LFB.qxp:Kap_6_06_LFB_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 204
205
LFB2
5-10
0±
48
= 9
645
830
480
197.
019
656
02
x M
2043
030
250
826
5374
.534
.5I
LFB2
5-15
0±
75
= 1
5061
846
480
197.
019
671
62
x M
2043
030
250
826
2355
.242
.0II
200
LFB2
5-50
± 2
5 =
50
355
213
6825
5.0
254
500
2 x
M30
510
3031
012
2620
415
7.0
47.0
ILF
B25-
80±
40
= 8
047
032
868
255.
025
460
62
x M
3051
030
310
1226
9311
9.0
49.0
ILF
B25-
150
± 7
5 =
150
754
595
8525
4.0
254
904
2 x
M30
510
3031
012
2632
74.0
63.0
II
250
LFB2
5-50
± 2
3 =
46
402
212
102
310.
030
855
02
x M
3659
536
370
1230
430
242.
077
.0I
LFB2
5-10
0±
50
= 1
0062
243
898
309.
030
878
62
x M
3659
536
370
1230
9315
7.0
87.0
IILF
B25-
150
± 7
5 =
150
812
628
9830
9.0
308
970
2 x
M36
595
3637
012
3046
120.
096
.0II
300
LFB2
5-50
± 2
4 =
48
463
254
109
362.
036
163
52
x M
4269
042
430
1630
413
262.
077
.8II
LFB2
5-10
0±
48
= 9
666
845
910
936
2.0
361
850
2 x
M42
690
4243
016
3014
018
0.0
94.0
IILF
B25-
150
± 7
5 =
150
868
659
109
362.
036
110
402
x M
4269
042
430
1630
7013
8.0
109.
3II
29.3_UK_Kap_06T06-LFB.qxp:Kap_6_06_LFB_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 205
40LW
6-55
± 2
7 =
54
285
107.
557
.527
52
x M
1216
075
48.3
2.6
9.6
3.9
2.6
IILW
6-90
± 4
9 =
98
426
141
69.8
397
2 x
M12
155
----
48.3
2.9
7.6
3.6
4.7
ILW
6-20
0±
100
= 2
0059
041
557
.558
02
x M
1216
075
48.3
2.6
0.7
1.7
4.1
IILW
6-25
0±
125
= 2
5067
441
568
.065
22
x M
1215
5--
--
48
.32.
90.
42.
35.
0II
50LW
6-65
± 3
2 =
64
305
117.
573
.830
02
x M
1218
090
60.3
2.9
12.9
5.7
3.7
IILW
6-90
± 4
4 =
88
426
141
82.8
397
2 x
M12
170
----
60.3
3.2
12.5
5.2
5.7
ILW
6-11
0±
55
= 1
1037
518
7.5
73.8
370
2 x
M12
180
9060
.32.
95.
34.
53.
8II
LW6-
240
± 1
20 =
240
630
445
73.8
625
2 x
M12
180
9060
.32.
90.
92.
55.
7II
65LW
6-60
± 2
9 =
58
315
121
93.8
310
2 x
M12
200
115
76.1
2.9
19.3
9.0
4.9
IILW
6-70
± 3
7 =
74
426
141
105.
039
72
x M
1219
0--
--76
.13.
222
.58.
77.
7I
LW6-
150
± 7
5 =
150
520
326
93.8
515
2 x
M 1
220
011
576
.12.
92.
85.
16.
6II
LW6-
220
± 1
10 =
220
708
457
104.
068
22
x M
1219
0--
--
76
.13.
20.
85.
27.
7II
80LW
6-50
± 2
5 =
50
315
121.
510
5.0
310
2 x
M12
220
140
88.9
3.2
27.1
11.6
6.1
IILW
6-70
± 3
7 =
74
426
141
117.
439
72
x M
1220
5--
--88
.93.
618
.611
.010
.0I
LW6-
150
± 7
5 =
150
550
356
105.
054
52
x M
1222
014
088
.93.
23.
36.
18.
4II
LW6-
200
± 1
00 =
200
674
420
116.
065
22
x M
1220
5--
--
88
.93.
61.
06.
810
.0II
100
LW6-
60±
33
= 6
648
814
114
3.2
397
2 x
M12
260
----
114.
34.
041
.216
.715
.0I
LW6-
115
± 5
8 =
116
465
222.
513
5.8
460
2 x
M16
240
160
114.
33.
620
.312
.710
.9II
LW6-
150
± 7
5 =
150
625
387.
513
6.2
625
2 x
M16
240
160
114.
33.
65.
69.
313
.3II
BO
A T
ype
LWP
N6
Tie
rods
Bello
ws
Flan
geW
eld
ends
Disp
lace
men
t for
ceLateral move-ment at 1000full load cycles
Total length
Center-to-centerdistance of thebellows
Outside ∅
Heigth
Width
Number xthread
Length
Outside ∅
Outside ∅
Thickness
Frictionalforce
Weight
Execution
Spring rate�30%
TLBm
daL
n x
MD
HB
des
CyCr
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/ba
rkg
DNTy
pe
206
Exec
utio
n ll
(pag
e 10
9)Ex
ecut
ion
l (pa
ge 1
08)
29.3_UK_Kap_06T07-LW.qxp:Kap_6_07_LW_LWT_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 206
LW6-
200
± 1
00 =
200
718
371
143.
265
22
x M
1226
0--
--11
4.3
4.0
6.4
10.0
18.4
II
125
LW6-
60±
30
= 6
048
213
817
0.8
397
2 x
M12
285
----
139.
74.
037
.324
.219
.0I
LW6-
105
± 5
3 =
106
470
229
157.
546
52
x M
1629
021
013
9.7
4.0
30.2
17.5
15.9
IILW
6-15
0±
75
= 1
5064
540
2.5
157.
964
02
x M
1629
021
013
9.7
4.0
7.3
12.4
19.5
IILW
6-16
0±
80
= 1
6072
640
016
8.5
652
2 x
M12
285
--
--
139.
74.
03.
415
.019
.5II
150
LW6-
50±
25
= 5
039
015
218
6.2
385
2 x
M16
325
240
168.
34.
581
.833
.017
.6II
LW10
-70
± 3
4 =
68
566
221
200.
848
22
x M
1232
4--
--16
8.3
4.5
41.0
28.0
20.0
ILW
6-15
0±
75
= 1
5070
435
519
5.0
616
2 x
M12
324
--
--
168.
34.
57.
021
.021
.0II
LW6-
175
± 8
7 =
174
765
521.
518
6.2
765
2 x
M16
325
240
168.
34.
57.
215
.026
.4II
200
LW10
-50
± 2
4 =
48
536
181
256.
051
42
x M
2040
5--
--21
9.1
4.5
130.
010
4.0
40.0
ILW
6-60
± 3
0 =
60
623
296.
526
0.0
580
2 x
M16
380
250
219.
16.
360
.438
.425
.5II
LW6-
100
± 5
0 =
100
711
375.
526
0.0
665
2 x
M16
380
250
219.
16.
334
.932
.426
.5II
LW6-
150
± 7
5 =
150
1100
750
260.
010
502
x M
1638
025
021
9.1
6.3
25.4
19.5
48.8
II
250
LW10
-40
± 2
1 =
42
602
211
311.
057
02
x M
2447
8--
--27
3.0
5.0
133.
016
1.0
57.5
ILW
6-10
0±
51
= 1
0298
061
031
4.0
960
2x M
2042
031
527
3.0
6.3
43.7
85.9
42.8
IILW
6-15
0±
75
= 1
5012
3186
131
4.0
1220
2 x
M20
420
315
273.
06.
333
.553
.953
.6II
300
LW10
-40
± 2
0 =
40
642
216
363.
662
02
x M
3054
0--
--32
3.9
5.6
217.
024
7.0
79.5
ILW
6-60
± 2
9 =
58
713
366.
536
5.0
700
2 x
M24
500
385
323.
98.
011
1.5
169.
039
.1II
LW6-
100
± 5
0 =
100
1062
692
364.
010
502
x M
2450
038
532
3.9
8.0
87.8
102.
678
.3II
LW6-
150
± 7
5 =
150
1366
996
364.
013
602
x M
2450
038
532
3.9
8.0
41.6
76.7
102.
8II
350
LW6-
70±
35
= 7
063
430
139
7.2
600
4 x
M16
510
----
355.
65.
610
7.8
128.
074
.0I
LW6-
100
± 5
0 =
100
890
295
395.
077
02
x 24
605
355.
68.
022
2.0
118.
082
.0II
LW6-
140
± 7
0 =
140
990
395
395.
087
02
x 24
605
355.
68.
013
3.0
104.
089
.0II
LW6-
280
± 1
40 =
280
1390
795
395.
012
602
x 24
605
355.
68.
035
.070
.011
9.0
II
400
LW6-
55±
28
= 5
661
827
544
9.2
578
4 x
M16
560
----
406.
46.
316
4.1
175.
086
.0I
LW6-
100
± 5
0 =
100
880
285
447.
075
02
x 24
660
406.
48.
833
1.0
159.
091
.0II
LW6-
130
± 6
5 =
130
980
385
447.
087
02
x 24
660
406.
48.
819
6.0
139.
010
0.0
IILW
6-27
0±
135
= 2
7013
8078
544
7.0
1260
2 x
2466
040
6.4
8.8
51.0
93.0
138.
0II
450
LW6-
50±
25
= 5
060
826
750
3.6
574
4 x
M16
610
----
457.
06.
322
4.6
220.
083
.0I
LW6-
90±
46
= 9
288
028
549
8.0
760
2 x
2871
045
7.2
10.0
452.
019
8.0
112.
0II
LW6-
120
± 6
0 =
120
980
385
498.
087
02
x 28
710
457.
210
.026
7.0
173.
012
5.0
IILW
6-24
0±
120
= 2
4013
8078
549
8.0
1260
2 x
2871
045
7.2
10.0
69.0
116.
017
3.0
II
500
LW6-
45±
22,
5 =
45
662
250
555.
263
03
x M
2468
0--
--50
8.0
6.3
310.
662
7.0
106.
0I
LW6-
85±
42
= 8
495
028
555
0.0
820
2 x
3080
050
8.0
11.0
599.
035
0.0
148.
0II
207
29.3_UK_Kap_06T07-LW.qxp:Kap_6_07_LW_LWT_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 207
LW6-
110
± 5
5 =
110
1050
385
550.
090
02
x 30
80
050
8.0
11.0
354.
030
8.0
163.
0II
LW6-
220
± 1
10 =
220
1450
785
550.
013
002
x 30
800
508.
011
.092
.020
9.0
224.
0II
600
LW6-
35±
18
= 3
672
431
266
0.0
696
3 x
M30
800
----
611.
88.
071
8.2
952.
014
8.0
ILW
6-75
± 3
7 =
74
950
285
651.
082
02
x 36
900
609.
68.
097
5.0
499.
019
4.0
IILW
6-10
0±
50
= 1
0010
5038
565
1.0
920
2 x
3690
060
9.6
8.0
576.
044
0.0
210.
0II
LW6-
200
± 1
00 =
200
1450
785
651.
013
002
x 36
900
609.
68.
014
9.0
298.
026
1.0
II
BO
A T
ype
LWP
N6
Execution
TLBm
daL
n x
MD
HB
des
CyCr
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/ba
rkg
DNTy
pe
208
pre
ferr
ed s
erie
s
Tie
rods
Bello
ws
Flan
geW
eld
ends
Disp
lace
men
t for
ceLateral move-ment at 1000full load cycles
Total length
Center-to-centerdistance of thebellows
Outside ∅
Heigth
Width
Number xthread
Length
Outside ∅
Outside ∅
Thickness
Frictionalforce
Weight
Spring rate�30%
Exec
utio
n ll
(pag
e 10
9)Ex
ecut
ion
l (pa
ge 1
08)
29.3_UK_Kap_06T07-LW.qxp:Kap_6_07_LW_LWT_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 208
40LW
16-5
0±
24
= 4
830
013
557
.529
02
x M
1216
075
48.3
2.6
9.0
3.7
2.6
IILW
16-7
0±
36
= 7
242
614
170
.039
72
x M
1215
5--
--48
.32.
916
.13.
65.
0I
LW16
-140
± 7
1 =
142
570
405
57.5
565
2 x
M12
160
7548
.32.
61.
01.
74.
0II
LW16
-220
± 1
10 =
220
748
492
69.0
728
2 x
M12
155
--
--
48.3
2.9
0.9
2.0
5.5
I
50LW
16-5
0±
25
= 5
030
013
2.5
73.8
295
2 x
M12
180
9060
.32.
916
.75.
83.
5II
LW 1
6-70
± 3
5 =
70
426
141
83.8
397
2 x
M12
170
----
60.3
3.2
22.0
5.2
6.5
ILW
16-1
50±
75
= 1
5060
043
073
.859
52
x M
1218
090
60.3
2.9
1.6
2.6
5.5
IILW
16-2
00±
100
= 2
0075
650
682
.072
82
x M
1217
0--
--
60
.33.
21.
22.
86.
5I
65LW
16-5
0±
25
= 5
036
017
2.5
93.7
355
2 x
M12
200
115
76.1
2.9
19.0
7.7
5.1
IILW
16-6
0±
32
= 6
442
614
110
7.0
397
2 x
M12
190
----
76.1
3.2
35.0
8.7
8.0
ILW
16-8
5±
42
= 8
437
547
1.5
93.3
655
2 x
M12
200
115
76.1
2.9
20.3
7.1
5.6
IILW
16-1
70±
85
= 1
7071
045
810
4.0
682
2 x
M12
190
--
--
76.1
3.2
2.5
5.2
8.5
I
80LW
16-6
0±
32
= 6
442
614
111
9.6
397
2 x
M12
205
----
88.9
3.6
44.0
11.0
11.5
ILW
16-7
5±
37
= 7
437
518
310
4.5
370
2x M
1222
014
088
.93.
228
.49.
26.
8II
LW16
-150
± 7
5 =
150
705
522
104.
970
02x
M12
220
140
88.9
3.2
3.4
4.7
9.8
IILW
16-1
70±
85
= 1
7068
642
611
7.5
660
2 x
M12
205
--
--
88.9
3.6
4.0
6.8
11.0
I
100
LW16
-50
± 2
7 =
54
488
141
145.
539
62
x M
1626
0--
--11
4.3
4.0
65.0
16.7
16.0
ILW
16-9
5±
48
= 9
648
023
413
4.9
475
2x M
1624
016
011
4.3
3.6
49.3
11.8
12.5
IILW
16-1
50±
75
= 1
5071
238
814
1.0
635
2 x
M12
260
--
--
114.
34.
07.
010
.517
.3II
BO
A T
ype
LWP
N10
TLBm
daL
n x
MD
HB
des
CyCr
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/ba
rkg
DNTy
pe
209
Execution
Tie
rods
Bello
ws
Flan
geW
eld
ends
Disp
lace
men
t for
ceLateral move-ment at 1000full load cycles
Total length
Center-to-centerdistance of thebellows
Outside ∅
Heigth
Width
Number xthread
Length
Outside ∅
Outside ∅
Thickness
Frictionalforce
Weight
Spring rate�30%
Exec
utio
n ll
(pag
e 10
9)Ex
ecut
ion
l (pa
ge 1
08)
29.3_UK_Kap_06T07-LW.qxp:Kap_6_07_LW_LWT_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 209
LW16
-160
± 8
2 =
164
770
534
136.
076
52x
M16
240
160
114.
33.
67.
07.
315
.5II
125
LW10
-50
± 2
7 =
54
486
140
172.
039
72
x M
1228
5--
--13
9.7
4.0
64.6
24.2
20.0
ILW
16-9
0±
44
= 8
849
024
315
6.6
485
2x M
1629
021
013
9.7
4.0
71.7
16.2
18.0
IILW
16-1
50±
75
= 1
5070
435
417
3.0
652
2 x
M16
285
--
--
139.
74.
017
.014
.827
.5II
LW16
-160
± 8
0 =
160
840
604
157.
783
52
x M
1629
021
013
9.7
4.0
8.7
9.2
23.0
II
150
LW16
-45
± 2
2 =
44
470
229
185.
746
52
x M
1632
524
016
8.3
4.5
193.
626
.019
.1II
LW10
-70
± 3
4 =
68
566
221
200.
848
22
x M
1232
4--
--16
8.3
4.5
41.0
28.0
20.0
ILW
16-7
0±
38
= 7
247
023
318
5.5
465
2x M
1632
524
016
8.3
4.5
83.9
25.8
19.7
IILW
16-1
50±
75
= 1
5083
058
618
5.9
825
2 x
M16
325
240
168.
34.
513
.613
.628
.3II
200
LW10
-50
± 2
4 =
48
536
181
256.
051
42
x M
2040
5--
--21
9.1
4.5
130.
010
4.0
40.0
ILW
10-1
15±
58
= 1
1672
138
0.5
259.
066
52
x M
1638
025
021
9.1
6.3
51.1
31.4
28.3
IILW
10-1
50±
75
= 1
5011
1076
026
0.0
1050
2 x
M16
380
250
219.
16.
324
.819
.349
.3II
250
LW10
-40
± 2
1 =
42
602
211
311.
057
02
x M
2447
8--
--27
3.0
5.0
133.
016
1.0
57.5
ILW
10-9
5±
48
= 9
674
338
1.5
313.
073
02
x M
2042
031
527
3.0
6.3
85.1
98.2
29.8
IILW
10-1
50±
75
= 1
5012
4087
031
4.0
1220
2 x
M20
420
315
273.
06.
332
.853
.453
.9II
300
LW10
-40
± 1
9 =
38
642
216
363.
662
02
x M
3054
0--
--32
3.9
5.6
217.
024
7.0
79.5
ILW
10-6
0±
29
= 5
872
037
036
4.0
700
2 x
M24
500
385
323.
98.
021
8.8
164.
844
.6II
LW10
-100
± 5
0 =
100
1062
692
364.
010
502
x M
2450
038
532
3.9
8.0
86.0
121.
678
.3II
LW10
-150
± 7
5 =
150
1380
1010
358.
013
602x
M24
500
385
323.
98.
040
.575
.810
3.7
II
BO
A T
ype
LWP
N10
TLBm
daL
n x
MD
HB
des
CyCr
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/ba
rkg
DNTy
pe
210
Execution
Tie
rods
Bello
ws
Flan
geW
eld
ends
Disp
lace
men
t for
ceLateral move-ment at 1000full load cycles
Total length
Center-to-centerdistance of thebellows
Outside ∅
Heigth
Width
Number xthread
Length
Outside ∅
Outside ∅
Thickness
Frictionalforce
Weight
Spring rate�30%
Exec
utio
n ll
(pag
e 10
9)Ex
ecut
ion
l (pa
ge 1
08)
29.3_UK_Kap_06T07-LW.qxp:Kap_6_07_LW_LWT_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 210
350
LW10
-10
± 6
= 1
259
5-
395.
047
02
x 28
605
355.
68.
029
56.0
202.
069
.0II
LW10
-65
± 3
3 =
66
676
295
398
904
3 x
M20
515
----
355.
65.
614
1.1
253.
088
.0I
LW10
-85
± 4
2 =
84
990
395
395.
088
02
x 28
605
355.
68.
023
4.0
103.
010
2.0
IILW
10-1
85±
92
= 1
8413
9079
539
5.0
1270
2 x
2860
535
5.6
8.0
62.0
69.0
133.
0II
400
LW10
-10
± 6
= 1
266
5-
447.
053
52
x 36
690
406.
48.
841
62.0
379.
010
8.0
IILW
10-5
5±
28
= 5
668
327
245
0.8
653
3 x
M24
575
----
406.
46.
325
2.9
389.
011
0.0
ILW
10-8
0±
39
= 7
810
5038
544
7.0
920
2 x
3669
040
6.4
8.8
345.
019
9.0
146.
0II
LW10
-170
± 8
5 =
170
1450
785
447.
013
202
x 36
690
406.
48.
889
.013
5.0
187.
0II
450
LW10
-10
± 4
= 8
665
-49
8.0
535
2 x
3675
045
7.2
10.0
9971
.047
7.0
138.
0II
LW10
-50
± 2
5 =
50
680
265
505.
264
04
x M
2063
0--
--45
7.0
6.3
345.
628
4.0
126.
0I
LW10
-70
± 3
5 =
70
1050
385
498.
092
02
x 36
750
457.
210
.046
9.0
249.
017
6.0
IILW
10-1
60±
80
= 1
6014
5078
549
8.0
1320
2 x
3675
045
7.2
10.0
122.
016
9.0
227.
0II
500
LW10
-10
± 4
= 8
665
-55
0.0
535
2 x
40
800
508.
011
.013
184.
058
7.0
149.
0II
LW10
-45
± 2
2,5
= 4
570
230
555
7.6
672
4 x
M24
680
----
508.
06,
348
4.2
580.
013
6.0
ILW
10-6
5±
33
= 6
610
5038
555
0.0
920
2 x
40
800
508.
011
.062
0.0
307.
020
0.0
IILW
10-1
50±
76
= 1
5214
5078
555
0.0
1330
2 x
40
800
508.
011
.016
1.0
208.
026
2.0
II
600
LW10
-5±
3 =
682
5-
651.
055
52
x 45
930
609.
68.
021
416.
083
8.0
220.
0II
LW10
-35
± 1
8 =
36
752
310
662.
072
24
x M
3080
0--
--61
1.8
8.0
1105
.691
0.0
208.
0I
LW10
-55
± 2
7 =
54
1210
385
651.
095
22
x 45
930
609.
68.
010
08.0
439.
027
6.0
IILW
10-1
30±
64
= 1
2816
1078
565
1.0
1350
2 x
4593
060
9.6
8.0
261.
029
7.0
333.
0II
211
pre
ferr
ed s
erie
s
29.3_UK_Kap_06T07-LW.qxp:Kap_6_07_LW_LWT_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 211
40LW
16-5
0±
24
= 4
830
013
557
.529
02
x M
1216
075
48.3
2.6
9.0
3.7
2.6
IILW
16-7
0±
36
= 7
242
614
170
.039
72
x M
1215
5--
--48
.32.
916
.13.
65.
0I
LW16
-140
± 7
1 =
142
570
405
57.5
565
2 x
M12
160
7548
.32.
61.
01.
74.
0II
LW16
-220
± 1
10 =
220
748
492
69.0
728
2 x
M12
155
--
--
48.3
2.9
0.9
2.0
5.5
II
50LW
16-5
0±
25
= 5
030
013
2.5
73.8
295
2 x
M12
180
9060
.32.
916
.75.
83.
5II
LW16
-70
± 3
5 =
70
426
141
83.8
397
2 x
M12
170
----
60.3
3.2
22.0
5.2
6.5
ILW
16-1
50±
75
= 1
5060
043
073
.859
52
x M
1218
090
60.3
2.9
1.6
2.6
5.5
IILW
16-2
00±
100
= 2
0075
650
682
.072
82
x M
1217
0--
--
60
.33.
21.
22.
86.
5II
65LW
16-5
0±
25
= 5
036
017
2.5
93.7
355
2 x
M12
200
115
76.1
2.9
19.0
7.7
5.1
IILW
16-6
0±
32
= 6
442
614
110
7.0
397
2 x
M12
190
----
76.1
3.2
35.0
8.7
8.0
ILW
16-1
50±
75
= 1
5065
547
1.5
93.7
655
2 x
M12
200
115
76.1
2.9
2.9
3.9
7.6
IILW
16-1
70±
85
= 1
7071
045
810
4.0
682
2 x
M12
190
--
--
76.1
3.2
2.5
5.2
8.5
II
80LW
16-5
5±
29
= 5
836
017
310
4.7
355
2 x
M12
220
140
88.9
3.2
26.7
9.9
6.3
ILW
16-6
0±
32
= 6
442
614
111
9.6
397
2 x
M12
205
----
88.9
3.6
44.0
11.0
11.5
ILW
16-1
50±
75
= 1
5070
552
1.5
104.
970
02
x M
1222
014
088
.93.
23.
44.
79.
8II
LW16
-170
± 8
5 =
170
686
426
117.
566
02
x M
1220
5--
--
88
.93.
64.
06.
811
.0II
100
LW16
-50
± 2
7 =
54
488
141
145.
539
62
x M
1626
0--
--11
4.3
4.0
65.0
16.7
16.0
ILW
16-7
0±
35
= 7
044
521
2.5
136.
044
02
x M
1624
016
011
4.3
3.6
44.2
13.5
10.4
IILW
16-1
50±
75
= 1
5071
238
814
1.0
635
2 x
M12
260
--
--
114.
34.
07.
010
.517
.3II
BO
A T
ype
LWP
N16
TLBm
daL
n x
MD
HB
des
CyCr
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/ba
rkg
DNTy
pe
212
Execution
Tie
rods
Bello
ws
Flan
geW
eld
ends
Disp
lace
men
t for
ceLateral move-ment at 1000full load cycles
Total length
Center-to-centerdistance of thebellows
Outside ∅
Heigth
Width
Number xthread
Length
Outside ∅
Outside ∅
Thickness
Frictionalforce
Weight
Spring rate�30%
Exec
utio
n ll
(pag
e 10
9)Ex
ecut
ion
l (pa
ge 1
08)
29.3_UK_Kap_06T07-LW.qxp:Kap_6_07_LW_LWT_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 212
LW16
-160
± 8
2 =
164
770
534
136.
076
52
x M
1624
016
011
4.3
3.6
7.0
7.3
15.5
II
125
LW16
-50
± 2
6 =
52
494
144
173.
043
82
x M
1628
5--
--13
9.7
4.0
95.0
22,1
22.0
ILW
16-6
5±
32
= 6
447
022
915
7.7
465
2 x
M16
290
210
139.
74.
059
.917
.615
.4II
LW16
-150
± 7
5 =
150
704
354
173.
065
22
x M
1628
5--
--
13
9.7
4.0
17.0
14.8
27.5
IILW
16-1
60±
80
= 1
6084
060
415
7.7
835
2 x
M16
290
210
139.
74.
08.
79.
223
.0II
150
LW16
-45
± 2
2 =
44
470
229
185.
746
52
x M
1632
524
016
8.3
4.5
193.
626
.019
.1II
LW 1
6-60
± 3
1 =
62
562
209
203.
049
82
x M
1632
4--
--16
8.3
4.5
71.0
28.0
22.5
ILW
16-1
10±
59
= 1
1871
235
920
3.0
638
2 x
M16
324
----
168.
34.
525
.022
.027
.5II
LW16
-150
± 7
5 =
150
830
586
185.
982
52
x M
1632
524
016
8.3
4.5
13.6
13.6
28.3
II
200
LW16
-45
± 2
3 =
46
558
217
258.
053
62
x M
2040
5--
--21
9.1
4.5
189.
098
.042
.0I
LW16
-65
± 3
2 =
64
629
289.
525
9.0
620
2 x
M24
390
275
219.
16.
312
0.9
91.3
28.5
IILW
16-1
00±
50
= 1
0090
153
126
0.0
900
2 x
M24
390
275
219.
16.
350
.658
.843
.6II
LW16
-150
± 7
5 =
150
1140
770
260.
011
302
x M
2439
027
521
9.1
6.3
24.1
44.5
53.5
II
250
LW16
-40
± 2
1 =
42
628
224
315.
060
62
x M
2447
8--
--27
3.0
5.0
302.
015
6.0
64.5
ILW
16-1
00
± 5
0 =
100
980
610
314.
097
52
x M
2445
032
027
3.0
6.3
66.6
80.5
57.1
IILW
16-1
50±
75
= 1
5012
5588
531
4.0
1250
2 x
M24
450
320
273.
06.
331
.760
.470
.9II
300
LW16
-35
± 1
8 =
36
654
217
368.
062
02
x M
3054
0--
--32
3.9
5.6
452.
024
7.0
87.5
ILW
16-6
0±
30
= 6
074
837
436
3.0
720
2 x
M30
500
385
323.
98.
032
6.5
184.
857
.3II
LW16
-100
± 5
0 =
100
1095
705
364.
010
802
x M
3050
038
532
3.9
8.0
82.9
116.
990
.5II
LW16
-150
± 7
5 =
150
1400
1010
364.
013
802
x M
3050
038
532
3.9
8.0
40.5
87.7
113.
7II
350
LW16
-10
± 5
= 1
066
5-
395.
053
52
x 36
635
355.
68.
051
99.0
291.
010
8.0
IILW
16-4
0±
21
= 4
296
029
539
4.0
830
2 x
3663
535
5.6
8.0
911.
017
2.0
137.
0II
LW16
-65
± 3
3 =
66
728
330
401.
669
04
x M
2452
5--
--35
5.6
5.6
184.
128
0.0
99.0
ILW
16-1
35±
68
= 1
3614
6079
539
4.0
1330
2 x
3663
535
5.6
8.0
144.
010
3.0
179.
0II
400
LW16
-10
± 4
= 8
665
-44
7.0
535
2 x
4269
040
6.4
8.8
7331
.037
8.0
129.
0II
LW16
-40
± 1
9 =
38
950
285
446.
082
02
x 42
690
406.
48.
813
83.0
230.
016
6.0
IILW
16-6
0±
30
= 6
072
631
645
4.4
682
4 x
M24
580
----
406.
46.
329
6.5
368.
012
8.0
ILW
16-1
20±
60
= 1
2014
5078
544
6.0
1320
2 x
4269
040
6.4
8.8
212.
013
3.0
220.
0II
450
LW16
-10
± 5
= 1
085
0-
497.
062
02
x 45
770
457.
210
.091
75.0
407.
017
2.0
IILW
16-5
5±
27,
5 =
55
746
320
508.
272
04
x M
3064
5--
--45
7.0
6,3
460.
553
5.0
158.
0I
LW16
-70
± 3
5 =
70
1270
420
497.
010
102
x 45
770
457.
210
.045
0.0
228.
024
8.0
IILW
16-1
60±
79
= 1
5816
7082
049
7.0
1410
2 x
4577
045
7.2
10.0
127.
015
8.0
307.
0II
500
LW16
-10
± 5
= 1
085
0-
548.
064
02
x 52
825
508.
011
.012
109.
055
9.0
210.
0II
LW16
-40
± 2
0 =
40
720
255
561.
069
04
x M
3070
0--
--50
8.0
6,3
1145
.767
7.0
200.
0I
213
29.3_UK_Kap_06T07-LW.qxp:Kap_6_07_LW_LWT_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 213
LW16
-70
± 3
5 =
70
1270
420
548.
010
302
x 52
825
508.
011
.059
4.0
316.
028
3.0
IILW
16-1
60±
80
= 1
6016
7082
054
8.0
1430
2 x
5282
550
8.0
11.0
168.
022
0.0
351.
0II
600
LW16
-30
± 1
6,5
= 3
376
424
566
5.0
728
4 x
M36
820
----
612.
410
.020
79.2
1060
.026
0.0
ILW
16-5
0±
25
= 5
011
7032
065
0.0
960
2 x
6095
060
9.6
8.0
1558
.056
1.0
358.
0II
LW16
-65
± 3
3 =
66
1270
420
650.
010
602
x 60
950
609.
68.
096
9.0
501.
037
4.0
IILW
16-1
50±
75
= 1
5016
7082
065
0.0
1460
2 x
6095
060
9.6
8.0
280.
035
0.0
442.
0II
BO
A T
ype
LWP
N16
TLBm
daL
n x
MD
HB
des
CyCr
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/ba
rkg
DNTy
pe
214
pre
ferr
ed s
erie
s
Execution
Tie
rods
Bello
ws
Flan
geW
eld
ends
Disp
lace
men
t for
ceLateral move-ment at 1000full load cycles
Total length
Center-to-centerdistance of thebellows
Outside ∅
Heigth
Width
Number xthread
Length
Outside ∅
Outside ∅
Thickness
Frictionalforce
Weight
Spring rate�30%
Exec
utio
n ll
(pag
e 10
9)Ex
ecut
ion
l (pa
ge 1
08)
29.3_UK_Kap_06T07-LW.qxp:Kap_6_07_LW_LWT_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 214
40LW
25-5
0±
25
= 5
028
511
7.5
57.0
275
2 x
M12
160
7548
.32.
618
.73.
72.
7II
LW25
-100
± 5
0 =
100
512
239
69.0
482
2 x
M12
155
----
48.3
2.9
8.0
3.0
5.0
ILW
25-1
70±
85
= 1
7058
041
057
.057
02
x M
1216
075
48.3
2.6
1.5
1.6
4.1
IILW
25-1
80±
90
= 1
8073
048
369
.070
52
x M
1215
5--
--
48
.32.
92.
01.
95.
8I
50LW
25-5
0±
25
= 5
033
015
7.5
73.7
300
2 x
M12
180
9060
.32.
920
.35.
23.
7II
LW25
-90
± 4
6 =
92
506
236
83.0
482
2 x
M12
170
----
60.3
3.2
11.0
4.5
6.5
ILW
25-1
00±
50
= 1
0047
029
7.5
73.7
465
2 x
M12
180
9060
.32.
95.
73.
44.
0II
LW25
-190
± 9
5 =
190
800
630
73.7
795
2 x
M12
180
9060
.32.
91.
31.
96.
7II
65LW
25-5
0±
25
= 5
037
017
7.5
93.5
365
2 x
M12
200
115
76.1
2.9
41.1
7.3
5.3
IILW
25-9
0±
46
= 9
252
224
410
6.0
498
2 x
M12
190
----
76.1
3.2
18.0
7.0
7.0
ILW
25-1
50±
75
= 1
5068
048
493
.567
52
x M
1220
011
576
.12.
94.
93.
77.
9II
LW25
-170
± 8
5 =
170
722
464
105.
070
52
x M
1219
0--
--
76
.13.
24.
04.
98.
8I
80LW
25-4
5±
23
= 4
637
017
810
4.7
365
2 x
M12
220
140
88.9
3.2
58.4
9.5
6.6
IILW
25-8
0±
40
= 8
049
823
211
8,5
470
2 x
M12
205
----
88.9
3.6
20.0
9.5
10.5
ILW
25-1
50±
75
= 1
5073
053
410
4.7
725
2 x
M12
220
140
88.9
3.2
5.8
4.4
10.2
IILW
25-1
70±
85
= 1
7070
644
111
8.5
682
2 x
M12
205
--
--
88.9
3.6
6.0
6.5
12.3
I
100
LW25
-55
± 2
8 =
56
445
212.
513
5.8
440
2 x
M16
240
160
114.
33.
684
.513
.410
.8I
LW25
-70
± 3
5 =
70
558
221
145.
049
82
x M
1626
0--
--11
4.3
4.0
40.0
13.5
16.5
ILW
25-9
5±
47
= 9
448
023
013
4.9
475
2 x
M16
240
160
114.
33.
649
.311
.912
.6II
BO
A T
ype
LWP
N25
TLBm
daL
n x
MD
HB
des
CyCr
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/ba
rkg
DNTy
pe
215
Execution
Tie
rods
Bello
ws
Flan
geW
eld
ends
Disp
lace
men
t for
ceLateral move-ment at 1000full load cycles
Total length
Center-to-centerdistance of thebellows
Outside ∅
Heigth
Width
Number xthread
Length
Outside ∅
Outside ∅
Thickness
Frictionalforce
Weight
Spring rate�30%
Exec
utio
n ll
(pag
e 10
9)Ex
ecut
ion
l (pa
ge 1
08)
29.3_UK_Kap_06T07-LW.qxp:Kap_6_07_LW_LWT_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 215
LW25
-150
± 7
5 =
150
790
544
135.
878
52
x M
1624
016
011
4.3
3.6
11.4
7.0
16.0
II
125
LW25
-50
± 2
5 =
50
430
172
156.
842
52
x M
1629
021
013
9.7
4.0
181.
919
.017
.3II
LW25
-70
± 3
5 =
70
576
230
174.
049
82
x M
1628
5--
--13
9.7
4.0
59.0
19.5
23.0
ILW
25-8
5±
42
= 8
449
023
915
6.6
485
2 x
M16
290
210
139.
74.
071
.716
.218
.0II
LW25
-150
± 7
5 =
150
860
614
157.
586
02
x M
1629
021
013
9.7
4.0
14.3
8.9
23.8
II
150
LW25
-55
± 2
8 =
56
580
218
205.
056
02
x M
2032
4--
--16
8.3
4.5
110.
055
.534
.5I
LW25
-70
± 3
5 =
70
490
239
185.
048
52
x M
1632
524
016
8.3
4.5
118.
324
.421
.6II
LW25
-150
± 7
5 =
150
860
498
205.
084
02
x M
2032
432
416
8.3
4.5
21.0
52.0
43.0
IILW
25-1
60±
80
= 1
6010
0075
418
5.7
995
2 x
M16
325
240
168.
34.
516
.011
.032
.3II
200
LW25
-40
± 2
2 =
44
614
217
258.
056
04
x M
2040
5--
--21
9.1
6.3
183.
091
.550
.5I
LW25
-50
± 2
5 =
50
690
290
258.
065
52
x M
2439
027
521
9.1
6.3
336.
182
.738
.8II
LW25
-100
± 5
0 =
100
925
525
258.
090
02
x M
2439
027
521
9.1
6.3
104.
656
.848
.7II
LW25
-150
± 7
5 =
150
1155
755
258.
011
502
x M
2439
027
521
9.1
6.3
50.8
43.5
58.5
II
250
LW25
-40
± 2
0 =
40
658
224
315.
060
64
x M
2447
8--
--27
3.0
6.3
302.
015
2.0
75.0
ILW
25-5
0±
25
= 5
072
033
031
2.0
720
2 x
M30
450
320
273.
06.
345
2.3
134.
554
.1II
LW25
-100
± 5
0 =
100
991
601
312.
099
02
x M
3045
032
027
3.0
6.3
138.
490
.768
.9II
LW25
-150
± 7
5 =
150
1260
870
312.
012
602
x M
3045
032
027
3.0
6.3
66.3
68.6
83.4
II
300
LW25
-35
± 1
7 =
34
674
217
368.
062
04
x M
3054
0--
--32
3.9
7.1
452.
024
8.0
101.
0I
LW25
-50
± 2
5 =
50
805
375
363.
080
02
x M
3650
037
532
3.9
8.0
585.
219
5.7
82.9
IILW
25-1
00±
50
= 1
0011
2569
536
3.0
1120
2 x
M36
500
375
323.
98.
017
2.4
128.
510
8.8
IILW
25-1
50±
75
= 1
5014
4010
1036
3.0
1435
2 x
M36
500
375
323.
98.
081
.996
.013
4.4
II
350
LW25
-10
± 4
= 8
665
-39
4.0
535
2 x
3663
535
5.6
8.0
1212
2.0
289.
012
5.0
IILW
25-5
0±
25
= 5
071
432
240
2.4
688
4 x
M30
540
----
355.
68.
029
7.2
340.
010
9.0
IILW
25-6
0±
30
= 6
010
5038
539
4.0
930
2 x
3663
535
5.6
8.0
570.
015
2.0
164.
0II
LW25
-135
± 6
8 =
136
1450
785
394.
013
202
x 36
635
355.
68.
014
8.0
103.
020
2.0
II
400
LW25
-5±
3 =
682
5-
446.
058
52
x 52
720
406.
48.
817
366.
040
8.0
160.
0II
LW25
-40
± 1
9 =
38
1110
285
446.
087
02
x 52
720
406.
48.
813
83.0
247.
021
6.0
IILW
25-5
0±
25
= 5
077
836
245
3.4
705
4 x
M30
590
----
406.
48.
832
1.5
342.
014
9.0
IILW
25-1
20±
60
= 1
2016
1078
544
6.0
1370
2 x
5272
040
6.4
8.8
212.
014
9.0
277.
0II
450
LW25
-10
± 5
= 1
085
0-
497.
062
02
x 60
790
457.
210
.291
75.0
554.
020
8.0
IILW
25-3
5±
17
= 3
411
1028
549
8.0
880
2 x
6079
045
7.2
10.2
1894
.035
4.0
245.
0II
LW25
-50
± 2
5 =
50
816
378
507.
478
64
x M
3666
0--
--45
7.0
10.0
394.
855
5.0
183.
0II
LW25
-110
± 5
6 =
112
1610
785
498.
013
802
x 60
790
457.
210
.029
0.0
213.
032
4.0
II
216
29.3_UK_Kap_06T07-LW.qxp:Kap_6_07_LW_LWT_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 216
500
LW25
-10
± 5
= 1
099
0-
548.
065
02
x 60
840
508.
011
.012
109.
063
8.0
240.
0II
LW25
-35
± 1
7 =
34
1250
285
549.
091
02
x 60
840
508.
011
.025
14.0
417.
031
4.0
IILW
T25-
50*
± 2
5 =
50
855
310
----
--54
976
5.0
598.
050
8.0
8.0
2450
.435
8.5
375.
9II
LW25
-105
± 5
2 =
104
1750
785
549.
014
102
x 60
840
508.
011
.038
5.0
254.
040
6.0
II
600
LW25
-5±
2 =
495
0-
651.
067
02
x 80
1000
609.
68.
051
563.
011
23.0
395.
0II
LW25
-30
± 1
5 =
30
1420
325
651.
010
502
x 80
1000
609.
68.
032
77.0
684.
053
0.0
IILW
25-4
0±
20
= 4
015
2042
565
1.0
1150
2 x
8010
0060
9.6
8.0
2023
.061
5.0
554.
0II
LW25
-90
± 4
4 =
88
1920
825
651.
015
502
x 80
1000
609.
68.
057
0.0
438.
065
1.0
II
BO
A T
ype
LWP
N25
TLBm
daL
n x
MD
HB
des
CyCr
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/ba
rkg
DNTy
pe
217
pre
ferr
ed s
erie
s
Execution
Tie
rods
Bello
ws
Flan
geW
eld
ends
Disp
lace
men
t for
ceLateral move-ment at 1000full load cycles
Total length
Center-to-centerdistance of thebellows
Outside ∅
Heigth
Width
Number xthread
Length
Outside ∅
Outside ∅
Thickness
Frictionalforce
Weight
Spring rate�30%
Exec
utio
n ll
(pag
e 10
9)Ex
ecut
ion
l (pa
ge 1
08)
29.3_UK_Kap_06T07-LW.qxp:Kap_6_07_LW_LWT_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 217
40LW
40-5
0±
25
= 5
038
521
7.5
57.0
370
2 x
M12
160
7548
.32.
68.
12.
63.
6II
LW40
-100
± 5
0 =
100
565
397.
557
.055
02
x M
1216
075
48.3
2.6
2.4
1.7
4.1
IILW
40-1
50±
75
= 1
5075
558
7.5
57.0
740
2 x
M12
160
7548
.32.
61.
11.
24.
7II
50LW
40-5
0±
25
= 5
039
522
2.5
73.2
390
2 x
M12
180
9060
.32.
915
.84.
14.
5II
LW40
-100
± 5
0 =
100
595
422.
573
.258
02
x M
1218
090
60.3
2.9
4.4
2.6
5.6
IILW
40-1
50±
75
= 1
5079
562
2.5
73.2
780
2 x
M12
180
9060
.32.
92.
01.
96.
7II
65LW
40-5
0±
25
= 5
043
522
2.5
92.7
410
2 x
M12
200
115
76.1
2.9
32.5
6.3
6.3
IILW
40-1
00±
50
= 1
0061
540
2.5
92.7
595
2 x
M12
200
115
76.1
2.9
10.1
4.2
7.5
IILW
40-1
50±
75
= 1
5079
558
2.5
92.7
780
2 x
M12
200
115
76.1
2.9
4.8
3.1
8.7
II
80LW
40-5
0±
25
= 5
045
524
2.5
103.
944
02
x M
1622
014
088
.93.
238
.47.
68.
6II
LW40
-100
± 5
0 =
100
665
452.
510
3.9
650
2 x
M16
220
140
88.9
3.2
11.2
4.9
9.8
IILW
40-1
50±
75
= 1
5086
565
2.5
103.
985
02
x M
1622
014
088
.93.
25.
43.
711
.4II
100
LW40
-50
± 2
5 =
50
490
246
134.
946
52
x M
1624
016
011
4.3
3.6
68.2
12.1
12.6
IILW
40-1
00±
50
= 1
0069
044
613
4.9
665
2 x
M16
240
160
114.
33.
621
.18.
115
.0II
LW40
-150
± 7
5 =
150
880
636
134.
986
02
x M
1624
016
011
4.3
3.6
10.4
6.2
17.4
II
125
LW40
-50
± 2
5 =
50
580
276
156.
655
02
x M
2029
021
013
9.7
4.0
85.3
17.2
20.1
IILW
40-1
00±
50
= 1
0081
050
615
6.6
780
2 x
M20
290
210
139.
74.
025
.710
.924
.1II
LW40
-150
± 7
5 =
150
1040
736
156.
610
102
x M
2029
021
013
9.7
4.0
12.2
8.0
28.1
II
BO
A T
ype
LWP
N40
TLBm
daL
n x
MD
HB
des
CyCr
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/ba
rkg
DNTy
pe
218
Execution
Tie
rods
Bello
ws
Flan
geW
eld
ends
Disp
lace
men
t for
ceLateral move-ment at 1000full load cycles
Total length
Center-to-centerdistance of thebellows
Outside ∅
Heigth
Width
Number xthread
Length
Outside ∅
Outside ∅
Thickness
Frictionalforce
Weight
Spring rate�30%
Exec
utio
n ll
(pag
e 10
9)Ex
ecut
ion
l (pa
ge 1
08)
29.3_UK_Kap_06T07-LW.qxp:Kap_6_07_LW_LWT_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 218
219
150
LW40
-50
± 2
5 =
50
600
284
184.
858
02
x M
2432
524
016
8.3
4.5
110.
223
.826
.3II
LW40
-100
± 5
0 =
100
830
514
184.
881
02
x M
2432
524
016
8.3
4.5
34.2
15.4
31.8
IILW
40-1
50±
75
= 1
5010
6074
418
4.8
1040
2 x
M24
325
240
168.
34.
516
.411
.337
.3II
200
LW40
-50
± 2
5 =
50
751
338
258.
075
02
x M
3040
029
521
9.1
6.3
425.
985
.752
.7II
LW40
-100
± 5
0 =
100
1031
618
258.
010
252
x M
3040
029
521
9.1
6.3
129.
457
.665
.1II
LW40
-150
± 7
5 =
150
1307
894
258.
013
002
x M
3040
029
521
9.1
6.3
62.0
43.5
77.9
II
250
LW40
-50
± 2
5 =
50
820
385
312.
082
02
x M
3647
033
027
3.0
6.3
578.
613
3.9
78.6
IILW
40-1
00±
50
= 1
0011
5071
531
2.0
1150
2 x
M36
470
330
273.
06.
316
9.9
88.2
102.
0II
LW40
-100
± 7
5 =
150
1470
1035
312.
014
702
x M
3647
033
027
3.0
6.3
81.3
66.3
124.
6II
300
LW40
-50
± 2
5 =
50
930
445
362.
092
52
x M
4254
040
532
3.9
8.0
724.
619
3.6
117.
2II
LW40
-100
± 5
0 =
100
1310
825
362.
013
002
x M
4254
040
532
3.9
8.0
212.
812
6.1
160.
3II
LW40
-100
± 7
5 =
150
1685
1200
362.
016
802
x M
4254
040
532
3.9
8.0
100.
893
.319
8.0
II
350
LW40
-50
± 2
5 =
50
860
423
403.
283
04
x M
3655
0--
--35
5.6
8.0
395.
031
6.0
145.
0II
LW40
-100
± 5
0 =
100
1220
783
403.
211
904
x M
3655
0--
--35
5.6
8.0
116.
020
7.0
179.
0II
400
LW40
-50
± 2
5 =
50
952
478
457.
292
44
x M
4262
0--
--40
6.4
8.8
452.
042
4.0
215.
0II
LW40
-100
± 5
0 =
100
1362
888
457.
213
344
x M
4262
0--
--40
6.4
8.8
131.
026
6.0
270.
0II
450
LW40
-50
± 2
5 =
50
980
500
511.
695
04
x M
4267
5--
--45
7.0
10.0
533.
052
0.0
272.
0II
LW40
-100
± 5
0 =
100
1400
920
511.
613
704
x M
4267
5--
--45
7.0
10.0
158.
033
8.0
338.
0II
500
LW40
-50
± 2
5 =
50
1086
564
563.
210
564
x M
4875
0--
--50
8.0
11.0
569.
068
0.0
359.
0II
LW40
-100
± 5
0 =
100
1586
1064
563.
215
564
x M
4875
0--
--50
8.0
11.0
161.
043
0.0
465.
0II
29.3_UK_Kap_06T07-LW.qxp:Kap_6_07_LW_LWT_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 219
BO
A T
ype
KA
WT
PN
6
40KA
WT
6-2*
±20
=40
268
5815
515
548
.32.
60.
70.
20.
057.
7I
50KA
WT
6-2*
±20
=40
260
7416
816
860
.32.
91.
20.
20.
098.
2I
65KA
WT
6-2*
±20
=40
290
9418
618
676
.12.
91.
70.
40.
209.
6I
80KA
WT
6-2*
±20
=40
300
105
200
200
88.9
3.2
20.
50.
2610
.5I
100
KAW
T 6-
2*±
20=
4033
013
625
025
011
4.3
3.6
8.7
1.6
0.6
19.8
II
125
KAW
T 6-
2*±
20=
4036
015
827
427
413
9.7
45.
62.
20.
823
.1II
150
KAW
T 6-
2*±
20=
4036
018
730
830
816
8.3
4.5
93.
71.
137
II
200
KAW
T 6-
2*±
13=
2649
525
938
238
221
9.1
6.3
649
2.6
94II
250
KAW
T 6-
2*±
11.5
=23
495
313
440
440
273
6.3
107
134.
010
9II
300
KAW
T 6-
2*±
10=
20.0
495
364
500
500
323.
98
174
185.
598
II
350
KAW
T 6-
2*±
9.7=
19.4
465
395
540
540
355.
65.
619
318
5.6
82II
KAW
T 6-
3*±
15.1
=30
.249
039
554
054
035
5.6
5.6
105
186.
484
II
400
KAW
T 6-
2*±
8.8=
17.3
646
544
759
059
040
6.4
6.3
275
247.
398
IIKA
WT
6-3*
±15
.1=
30.2
490
447
590
590
406.
46.
314
924
8.3
102
II
450
KAW
T 6-
2*±
8=16
465
499
640
640
457.
26.
338
132
9.8
120
IIKA
WT
6-3*
±12
.6=
25.2
495
499
640
640
457.
26.
320
430
10.7
123
II
Angular move-ment at 1000full load cycles
Total length
Outside ∅
Heigth
Width
Outside ∅
Thickness
Angularreactionforce
Weight*without innersleeve
Execution
Spring rate�30%
Frictionmoment
TLda
HB
des
CaCr
Cbm
°m
mm
mm
mm
mm
mm
mNm
/°Nm
/bar
Nm/b
ar°
kg
DNTy
pe
220
Exec
utio
n l (
page
110
)Ex
ecut
ion
ll (p
age
110)
Flan
geW
eld
ends
Bend
ing
mom
ent
Bello
ws
29.3_UK_Kap_06T08-KAWT.qxp:Kap_6_08_KAWT_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 220
221
500
KAW
T 6-
2*±
7.3=
14.6
465
549
690
690
508
6.3
505
3911
.914
0II
KAW
T 6-
3*±
11.6
=23
.249
554
969
069
050
86.
327
239
13.9
144
II
600
KAW
T 6-
2*±
6.6=
13.2
465
651
792
792
610
6.3
837
5617
147
IIKA
WT
6-3*
±10
=20
500
651
792
792
610
6.3
447
5620
.215
3II
700
KAW
T 6-
2*±
5.8=
11.6
485
754
932
932
711
7.1
1296
9623
235
IIKA
WT
6-3*
±8.
8=17
.652
575
493
293
271
17.
169
196
27.9
242
II
800
KAW
T 6-
2*±
3.6=
7.2
465
912
1072
1072
813
817
5613
121
.132
3II
KAW
T 6-
3*±
7.2=
14.4
610
905
1072
1072
813
891
413
050
.233
9II
900
KAW
T 6-
2*±
3.3=
6.6
435
1015
1208
1208
914
824
1018
326
.545
0II
KAW
T 6-
3*±
6.6=
13.2
610
1008
1208
1208
914
812
5018
163
465
II
1000
KAW
T 6-
2*±
3.3=
6.6
465
1120
1312
1312
1016
1030
2322
427
.261
8II
KAW
T 6-
3*±
6.2=
12.4
575
1115
1312
1312
1016
1014
9122
263
.261
2II
*= o
ptio
nally
with
/with
out
inne
r sl
eeve
29.3_UK_Kap_06T08-KAWT.qxp:Kap_6_08_KAWT_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 221
BO
A T
ype
KA
WT
PN
10
40KA
WT
10-2
*±
20=
4026
858
155
155
48.3
2.6
0.7
0.2
0.05
7.7
I
50KA
WT
10-2
*±
20=
4026
074
168
168
60.3
2.9
1.2
0.2
0.09
8.2
I
65KA
WT
10-2
*±
20=
4030
694
186
186
76.1
2.9
2.5
0.4
0.19
9.9
I
80KA
WT
10-2
*±
20=
4029
810
520
020
088
.93.
23.
50.
50.
2510
.6I
100
KAW
T 10
-2*
±20
=40
330
136
250
250
114.
33.
617
1.6
0.6
19.8
II
125
KAW
T 10
-2*
±19
.5=
39
360
158
274
274
139.
74
132.
20.
823
.6II
150
KAW
T 10
-2*
±17
=34
38
018
630
830
816
8.3
4.5
213.
61.
137
.6II
200
KAW
T 10
-2*
±13
=26
495
259
382
382
219.
16.
311
39
2.6
94II
250
KAW
T 10
-2*
±11
.5=
23
495
313
440
440
273
6.3
107
134
109
II
300
KAW
T 10
-2*
±10
=20
555
364
500
500
323.
98
174
185.
517
1II
350
KAW
T 10
-2*
±9.
7=19
.446
539
554
054
035
5.6
5.6
193
185.
690
IIKA
WT
10-3
*±
15.1
=30
.249
039
554
054
035
5.6
5.6
105
186.
493
II
400
KAW
T 10
-2*
±8.
8=17
.646
544
759
059
040
6.4
6.3
275
247.
311
9II
KAW
T 10
-3*
±13
.7=
27.4
490
447
590
590
406.
46.
314
924
8.3
123
II
450
KAW
T 10
-2*
±8=
1646
549
964
064
045
7.2
6.3
381
329.
814
2II
KAW
T 10
-3*
±12
.6=
25.2
495
499
640
640
457.
26.
320
430
10.7
146
II
TLda
HB
des
CaCr
Cbm
°m
mm
mm
mm
mm
mm
mNm
/°Nm
/bar
Nm/b
ar°
kg
DNTy
pe
222
Angular move-ment at 1000full load cycles
Total length
Outside ∅
Heigth
Width
Outside ∅
Thickness
Angularreactionforce
Weight*without innersleeve
Execution
Spring rate�30%
Frictionmoment
Exec
utio
n l (
page
110
)Ex
ecut
ion
ll (p
age
110)
Flan
geW
eld
ends
Bend
ing
mom
ent
Bello
ws
29.3_UK_Kap_06T08-KAWT.qxp:Kap_6_08_KAWT_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 222
223
500
KAW
T 10
-2*
±7.
3=14
.646
554
969
069
050
86.
350
539
11.9
167
IIKA
WT
10-3
*±
11.6
=23
.249
554
969
069
050
86.
327
239
13.9
172
II
600
KAW
T 10
-2*
±6.
6=13
.250
565
183
083
061
06.
383
771
1724
7II
KAW
T 10
-3*
±10
=20
540
651
830
830
610
6.3
447
7120
.225
4II
700
KAW
T 10
-2*
±5.
8=11
.653
575
495
695
671
17.
112
9610
723
373
IIKA
WT
10-3
*±
8.8=
17.6
575
754
956
956
711
7.1
691
107
27.9
381
II
800
KAW
T 10
-2*
±2.
8=5.
646
589
711
0411
0481
38
2579
143
20.7
538
IIKA
WT
10-3
*±
6.3=
12.6
640
897
1104
1104
813
811
0514
349
.859
6II
900
KAW
T 10
-2*
±2.
5=5
485
999
1230
1230
914
837
3521
526
730
IIKA
WT
10-3
*±
5.6=
11.2
660
999
1230
1230
914
816
0521
562
.473
5II
1000
KAW
T 10
-2*
±2.
5=5
500
1092
1348
1348
1016
1050
5526
135
.497
8II
KAW
T 10
-3*
±5.
1=10
.264
010
9713
4813
4810
1610
2182
262
7197
2II
*= o
ptio
nally
with
/with
out
inne
r sl
eeve
29.3_UK_Kap_06T08-KAWT.qxp:Kap_6_08_KAWT_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 223
BO
A T
ype
KA
WT
PN
16
40KA
WT
16-1
B±
20=
4024
658
155
155
48.3
2.6
0.9
0.2
0.04
7.7
I
50KA
WT
16-1
B±
20=
4025
674
168
168
60.3
2.9
1.6
0.2
0.07
8.3
I
65KA
WT
16-1
B±
20=
4030
694
186
186
76.1
2.9
2.5
0.4
0.19
9.9
I
80KA
WT
16-1
B±
20=
4029
810
520
020
088
.93.
23.
50.
50.
2510
.6I
100
KAW
T 16
-1*
±18
.5=
3733
213
625
025
011
4.3
3.6
171.
60.
620
.2II
125
KAW
T 16
-1*
±19
.5=
3936
015
827
427
413
9.7
413
2.2
0.8
23.6
II
150
KAW
T 16
-1*
±17
=34
380
186
308
308
168.
34.
521
3.6
1.1
37.6
II
200
KAW
T 16
-1*
±13
=26
495
259
382
382
219.
16.
364
92.
694
II
250
KAW
T 16
-1*
±11
.5=
2349
531
344
044
027
36.
310
713
410
9II
300
KAW
T 16
-2*
±10
=20
555
364
500
500
323.
98
174
185.
517
1II
350
KAW
T 16
-1*
±9.
7=19
.448
539
554
054
035
5.6
5.6
193
185.
611
5II
KAW
T 16
-2*
±15
.3=
30.6
525
395
540
540
355.
65.
616
018
6.8
125
II
400
KAW
T 16
-1*
±8.
8=17
.648
544
762
062
040
6.4
6.3
275
317.
316
8II
KAW
T 16
-3*
±13
.8=
27.6
530
447
620
620
406.
46.
322
630
918
0II
450
KAW
T 16
-1*
±7=
1448
549
967
567
545
7.2
6.3
670
419.
821
1II
KAW
T 16
-2*
±12
.6=
25.2
530
499
675
675
457.
26.
330
938
11.4
222
II
TLda
HB
des
CaCr
Cbm
°m
mm
mm
mm
mm
mm
mNm
/°Nm
/bar
Nm/b
ar°
kg
DNTy
pe
224
Angular move-ment at 1000full load cycles
Total length
Outside ∅
Heigth
Width
Outside ∅
Thickness
Angularreactionforce
Weight*without innersleeve
Execution
Spring rate�30%
Frictionmoment
Exec
utio
n l (
page
110
)Ex
ecut
ion
ll (p
age
110)
Flan
geW
eld
ends
Bend
ing
mom
ent
Bello
ws
29.3_UK_Kap_06T08-KAWT.qxp:Kap_6_08_KAWT_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 224
225
500
KAW
T 16
-1*
±6.
4=12
.850
554
972
572
550
86.
388
950
11.9
250
IIKA
WT
16-2
*±
10.5
=21
550
549
725
725
508
6.3
411
5014
.826
1II
600
KAW
T 16
-1*
±5.
5=11
525
651
870
870
610
6.3
1490
7917
393
IIKA
WT
16-2
*±
10.1
=20
.257
565
187
087
061
06.
367
679
21.6
404
II
700
KAW
T 16
-2*
±4.
9=9.
857
575
499
699
671
17.
122
6412
823
581
IIKA
WT
16-3
*±
8.9=
17.8
625
754
996
996
711
7.1
1045
128
29.2
599
II
800
KAW
T 16
-2*
±4.
6=9.
269
090
411
4411
4481
38
3585
172
51.7
889
IIKA
WT
16-3
*±
7.1=
14.2
700
903
1144
1144
813
818
6417
253
.289
7II
900
KAW
T 16
-2*
±4.
3=8.
673
010
0712
6412
6491
410
4954
289
64.9
1234
IIKA
WT
16-3
*±
6.5=
1374
010
0712
6412
6491
410
2545
288
66.8
1245
II
1000
KAW
T 16
-2*
±4=
870
511
1414
0014
0010
1610
6103
355
65.6
1583
IIKA
WT
16-3
*±
5.7=
11.4
710
1108
1400
1400
1016
1034
8735
266
.315
92II
B =
with
out
inne
r sl
eeve
*= o
ptio
nally
with
/with
out
inne
r sl
eeve
29.3_UK_Kap_06T08-KAWT.qxp:Kap_6_08_KAWT_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 225
226
BO
A T
ype
KA
WT
PN
25
40KA
WT
25-1
B±
20=
4026
057
155
155
48.3
2.6
1.3
0.2
0.04
7.7
I
50KA
WT
25-1
B±
20=
4026
074
168
168
60.3
2.9
2.7
0.2
0.09
8.4
I
65KA
WT
25-1
B±
20=
4030
894
186
186
76.1
2.9
5.9
0.4
0.19
10.1
I
80KA
WT
25-1
B±
20=
4032
010
420
020
088
.93.
27
0.5
0.28
11.6
I
100
KAW
T 25
-1*
±18
.5=
3733
213
625
025
011
4.3
3.6
171.
60.
620
.2II
125
KAW
T 25
-1*
±16
.5=
3336
215
828
028
013
9.7
426
2.2
0.8
36II
150
KAW
T 25
-1*
±14
=28
362
186
308
308
168.
34.
542
3.6
1.1
38.3
II
200
KAW
T 25
-2*
±11
=22
495
259
382
382
219.
16.
311
39
2.6
95II
250
KAW
T 25
-2*
±9.
5=19
555
313
448
448
273
6.3
188
194
154
II
300
KAW
T 25
-2*
±8=
1651
536
452
552
532
3.9
830
420
5.5
136
II
350
KAW
T 25
-1*
±6.
3=12
.648
539
556
556
535
5.6
5.6
788
235.
616
6II
KAW
T 25
-2*
±10
=20
525
395
565
565
355.
65.
639
023
6.2
153
II
400
KAW
T 25
-1*
±5.
5=11
515
447
620
620
406.
46.
311
1131
7.3
214
IIKA
WT
25-2
*±
9.1=
18.2
535
447
620
620
406.
46.
355
530
822
0II
450
KAW
T 25
-1*
±5=
1053
549
970
070
045
7.2
6.3
1537
439.
226
0II
KAW
T 25
-3*
±8.
3=16
.353
049
970
070
045
7.2
6.3
762
4310
.430
5II
TLda
HB
des
CaCr
Cbm
°m
mm
mm
mm
mm
mm
mNm
/°Nm
/bar
Nm/b
ar°
kg
DNTy
pe
Angular move-ment at 1000full load cycles
Total length
Outside ∅
Heigth
Width
Outside ∅
Thickness
Angularreactionforce
Weight*without innersleeve
Execution
Spring rate�30%
Frictionmoment
Exec
utio
n l (
page
110
)Ex
ecut
ion
ll (p
age
110)
Flan
geW
eld
ends
Bend
ing
mom
ent
Bello
ws
29.3_UK_Kap_06T08-KAWT.qxp:Kap_6_08_KAWT_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 226
227
500
KAW
T 25
-1*
±4.
7=9.
454
554
976
576
550
86.
320
5556
11.9
373
IIKA
WT
25-3
*±
7.7=
15.4
570
549
765
765
508
6.3
1015
5613
.538
2II
600
KAW
T 25
-1*
±3.
9=7.
859
565
189
089
061
06.
334
0095
1757
3II
KAW
T 25
-3*
±6.
6=13
.262
065
189
089
061
06.
316
8095
19.3
581
II
700
KAW
T 25
-2*
±3.
6=7.
264
575
410
3010
3071
17.
152
0517
123
885
IIKA
WT
25-3
*±
5.8=
11.6
670
754
1030
1030
711
7.1
2608
171
26.1
897
II
800
KAW
T 25
-2*
±3.
5=7
640
907
1196
1196
813
857
5222
923
.313
49II
KAW
T 25
-3*
±7.
1=14
.278
590
211
9611
9681
38
2892
228
55.3
1366
II
900
KAW
T 25
-2*
±3.
1=6.
276
010
1013
1613
1691
414
.280
4835
929
.218
88II
KAW
T 25
-3*
±6.
4=12
.885
510
0513
1613
1691
414
.239
3535
869
.518
75II
1000
KAW
T 25
-2*
±2.
5=5
810
1107
1450
1450
1016
1612
311
437
30.4
2454
IIKA
WT
25-3
*±
5.6=
11.2
840
1107
1450
1450
1016
1653
5143
771
2434
II
B =
with
out
inne
r sl
eeve
*= o
ptio
nally
with
/with
out
inne
r sl
eeve
29.3_UK_Kap_06T08-KAWT.qxp:Kap_6_08_KAWT_Tab_UK.qxp 30.10.2009 14:53 Uhr Seite 227
228
BO
A T
ype
KA
WT
PN
40
40KA
WT
40-1
B±
20=
4024
457
155
155
48.3
2.6
1.6
0.2
0.03
7.7
I
50KA
WT
40-1
B±
20=
4025
674
168
168
60.3
2.9
3.3
0.2
0.07
8.5
I
65KA
WT
40-1
B±
19=
3831
093
186
186
76.1
2.9
7.1
0.4
0.16
10.5
I
80KA
WT
40-1
B±
17=
3433
010
419
419
488
.93.
29.
70.
50.
2114
.5II
100
KAW
T 40
-1*
±16
.5=
3336
813
525
025
011
4.3
3.6
191.
80.
428
.4II
125
KAW
T 40
-1*
±15
=30
368
157
280
280
139.
74
272.
40.
637
.2II
150
KAW
T 40
-1*
±13
=26
498
185
308
308
168.
34.
543
4.4
0.9
65II
200
KAW
T 40
-2*
±8.
5=17
555
258
398
398
219.
16.
325
712
2.6
137
II
250
KAW
T 40
-2*
±9=
1852
031
248
048
027
36.
337
814
4.3
136
II
300
KAW
T 40
-2*
±7.
5=15
540
362
525
525
323.
98
613
196
165
II
350
KAW
T 40
-1*
±3.
6=7.
243
539
559
559
535
5.6
8.8
1634
262.
822
6II
KAW
T 40
-2*
±8.
3=16
.653
039
559
559
535
5.6
8.8
680
266.
324
5II
400
KAW
T 40
-2*
±3.
3=6.
645
544
766
066
040
6.4
1023
4233
3.7
303
IIKA
WT
40-3
*±
7.6=
15.2
570
447
660
660
406.
410
976
338.
232
7II
450
KAW
T 40
-1*
±3=
648
549
973
573
545
7.2
1132
3051
4.7
428
IIKA
WT
40-3
*±
6.9=
13.8
600
499
735
735
457.
211
1346
5110
.344
8II
TLda
HB
des
CaCr
Cbm
°m
mm
mm
mm
mm
mm
mNm
/°Nm
/bar
Nm/b
ar°
kg
DNTy
pe
Angular move-ment at 1000full load cycles
Total length
Outside ∅
Heigth
Width
Outside ∅
Thickness
Angularreactionforce
Weight*without innersleeve
Execution
Spring rate�30%
Frictionmoment
Exec
utio
n l (
page
110
)Ex
ecut
ion
ll (p
age
110)
Flan
geW
eld
ends
Bend
ing
mom
ent
Bello
ws
29.3_UK_Kap_06T08-KAWT.qxp:Kap_6_08_KAWT_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 228
500
KAW
T 40
-2*
±2.
7=5.
450
554
980
080
050
812
.543
2167
6.1
549
IIKA
WT
40-3
*±
6.3=
12.6
605
549
800
800
508
12.5
1800
6713
.956
9II
600
KAW
T 40
-2*
±2.
4=4.
864
565
195
295
261
015
7150
127
8.7
938
IIKA
WT
40-3
*±
5.5=
1170
565
195
295
261
015
2980
127
22.1
960
II
700
KAW
T 40
-2*
±2.
1=4.
274
575
410
7210
7271
118
1109
021
411
.814
28II
KAW
T 40
-3*
±4.
8=9.
676
575
410
7210
7271
118
4620
214
26.7
1414
II
800
KAW
T 40
-2*
±3.
1=6.
284
590
712
4812
4881
320
1304
128
325
.521
42II
KAW
T 40
-3*
±6.
1=12
.292
589
912
4812
4881
320
6725
281
59.4
2148
II
900
KAW
T 40
-2*
±2.
8=5.
686
510
1014
1614
1691
422
1778
242
732
3090
IIKA
WT
40-3
*±
5.5=
1196
510
0214
1614
1691
422
9266
424
74.7
3050
II
1000
KAW
T 40
-2*
±2.
4=4.
891
011
1115
5015
5010
1625
2420
052
332
.841
06II
KAW
T 40
-3*
±5.
2=10
.494
011
0915
5015
5010
1625
1088
352
278
.240
69II
B =
with
out
inne
r sl
eeve
*= o
ptio
nally
with
/with
out
inne
r sl
eeve
229
29.3_UK_Kap_06T08-KAWT.qxp:Kap_6_08_KAWT_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 229
40UF
S 6-
11±
30
= 6
0±
49
= 9
827
814
171
69.8
130
1410
04
1487
.07.
627
3.3
IUF
S 6-
20±
30
= 6
0±
114
= 2
2842
829
171
69.8
130
1410
04
1487
.02.
227
4.0
II
50UF
S 6-
11±
32
= 6
4±
44
= 8
827
814
171
82.8
140
1411
04
1410
2.0
12.5
393.
9I
UFS
6-20
± 3
2 =
64
± 1
06 =
212
438
301
7182
.814
014
110
414
102.
03.
139
4.8
II
65UF
S 6-
11±
35
= 7
0±
37
= 7
427
814
171
105.
016
014
130
414
110.
022
.066
4.8
IUF
S 6-
20±
35
= 7
0±
100
= 2
0046
833
171
105.
016
014
130
414
110.
04.
366
6.1
II
80UF
S 6-
11±
38
= 7
6±
37
= 7
427
814
171
117.
419
016
150
418
73.0
18.6
846.
9I
UFS
6-20
± 3
8 =
76
± 1
00 =
200
468
331
7111
7.4
190
1615
04
1873
.03.
684
8.6
II
100
UFS
6-11
± 4
2 =
84
± 3
3 =
66
280
141
7114
3.2
210
1617
04
1810
8.0
41.0
127
8.7
IUF
S 6-
20±
42
= 8
4±
100
= 2
0051
037
171
143.
221
016
170
418
108.
06.
412
711
.6II
125
UFS
6-11
± 4
8 =
96
± 3
0 =
60
276
138
6817
0.8
240
1820
08
1865
.038
.018
410
.4I
UFS
6-20
± 4
8 =
96
± 7
8 =
156
446
308
6817
0.8
240
1820
08
1865
.08.
118
413
.2II
150
UFS
6-11
± 3
8 =
76
± 3
5 =
70
366
221
6120
0.8
265
2022
58
1811
4.0
41.0
262
13.0
IUF
S 6-
20±
38
= 7
6±
76
= 1
5257
643
161
200.
826
520
225
818
114.
011
.026
219
.1II
200
UFS
6-11
± 4
6 =
92
± 2
5 =
50
336
181
7125
6.0
320
2228
08
1814
7.0
130.
043
420
.1I
UFS
6-20
± 4
6 =
92
± 7
7 =
154
606
451
7125
6.0
320
2228
08
1814
7.0
20.0
434
28.2
II
250
UFS
6-11
± 3
9 =
78
± 2
2 =
44
356
211
5131
1.0
375
2433
512
1813
2.0
133.
066
023
.8I
BO
A T
ype
UFS
PN
6
Bello
ws
Flan
geSp
ring
rate
�30
%
Axial move-ment at 1000full load cycles
Lateral move-ment at 1000full load cycles
Total length
Center-to-centerdistance of thebellows
Active length
Outside ∅
Outside ∅
Hole ∅
Number ofholes
Bolt circle ∅
Thickness
Axial
Lateral
Effective areaof bellows
Weight
Execution
DNTy
pe
TLBm
AIda
Db
kn
dCx
CyA
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/m
mcm
2kg
230
Exec
utio
n l (
page
111
)Ex
ecut
ion
ll (p
age
111)
29.3_UK_Kap_06T09-UFS.qxp:Kap_6_09_UFS_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 230
231
UFS
6-20
± 3
9 =
78
± 5
3 =
106
616
471
5131
1.0
375
2433
512
1813
2.0
29.0
660
36.6
II
300
UFS
6-11
± 4
2 =
84
± 2
0 =
40
364
216
5639
3.6
440
2439
512
2216
2.0
217.
091
132
.9I
UFS
6-20
± 4
2 =
84
± 5
1 =
102
654
506
5636
3.6
440
2439
512
2216
2.0
37.0
911
51.2
II
350
UFS
6-11
± 5
5 =
110
± 3
5 =
70
496
301
101
397.
249
026
445
1222
144.
510
7.8
1093
48.0
IIUF
S 6-
20±
75
= 1
50±
75
= 1
5068
245
813
240
0.8
490
2644
512
2216
0.8
53.2
1093
63.0
II
400
UFS
6-11
± 5
5 =
110
± 2
8 =
56
476
275
105
449.
254
028
495
1622
143.
716
4.1
1421
57.0
IIUF
S 6-
20±
65
= 1
30±
50
= 1
0061
841
410
845
2.0
540
2849
516
2215
9.5
83.3
1421
80.0
II
450
UFS
6-11
± 6
0 =
120
± 2
5 =
50
740
267
107
503.
659
528
550
1622
147.
922
4.6
1806
65.0
IIUF
S 6-
20±
70
= 1
40±
50
= 1
0065
244
511
150
6.4
595
2855
016
2216
4.7
94.6
1806
92.0
II
500
UFS
6-11
± 6
0 =
120
± 2
2.5
= 4
546
025
011
055
5.2
645
3060
020
2214
8.0
310.
622
0475
.0II
UFS
6-20
± 7
0 =
140
± 5
0 =
100
686
472
114
558.
064
530
600
2022
165.
510
3.5
2204
107.
0II
600
UFS
6-11
± 4
5 =
90
± 1
8 =
36
506
312
9266
0.0
755
3070
520
2636
1.2
718.
231
3397
.0II
UFS
6-20
± 7
5 =
150
± 5
0 =
100
728
510
118
662.
075
530
705
2026
166.
212
6.5
3133
144.
0II
700
UFS
6-10
± 8
0 =
160
± 2
5 =
50
530
305
127
765.
286
024
810
2426
215.
659
7.5
4222
133.
0II
UFS
6-20
± 8
0 =
160
± 5
0 =
100
772
547
127
765.
286
024
810
2426
215.
619
2.8
4222
167.
0II
800
UFS
6-10
± 7
0 =
140
± 2
5 =
50
576
379
9987
0.0
975
2492
024
3021
0.9
508.
155
1916
6.0
IIUF
S 6-
20±
70
= 1
40±
50
= 1
0088
668
999
870.
097
524
920
2430
210.
915
6.0
5519
216.
0II
900
UFS
6-10
± 7
0 =
140
± 2
5 =
50
604
401
101
973.
010
7526
1020
2430
214.
057
8.0
6915
197.
0II
UFS
6-20
± 7
0 =
140
± 5
0 =
100
936
733
101
973.
010
7526
1020
2430
214.
017
6.0
6915
257.
0II
1000
UFS
6-10
± 7
5 =
150
± 2
5 =
50
642
436
104
1077
.011
7526
1120
2830
215.
460
9.3
8539
223.
0II
UFS
6-20
± 7
5 =
150
± 5
0 =
100
982
776
104
1077
.011
7526
1120
2830
215.
419
4.6
8539
291.
0II
pre
ferr
ed s
erie
s
29.3_UK_Kap_06T09-UFS.qxp:Kap_6_09_UFS_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 231
40UF
S 16
-11
± 2
2 =
44
± 3
6 =
72
278
141
7170
.015
016
110
418
184.
016
.127
4.8
IUF
S 16
-20
± 2
2 =
44
± 8
5 =
170
428
291
7170
.015
016
110
418
184.
04.
127
5.4
II
50UF
S 16
-11
± 2
6 =
52
± 3
5 =
70
278
141
7183
.816
518
125
418
173.
022
.039
6.5
IUF
S 16
-20
± 2
6 =
52
± 8
5 =
170
438
301
7183
.816
518
125
418
173.
05.
139
7.4
II
65UF
S 16
-11
± 3
0 =
60
± 3
2 =
64
278
141
7110
7.0
185
1814
54
1816
5.0
35.0
667.
8I
UFS
16-2
0±
30
= 6
0±
86
= 1
7246
833
171
107.
018
518
145
418
165.
07.
266
9.1
II
80UF
S 16
-11
± 3
4 =
68
± 3
2 =
64
278
141
7111
9.6
200
2016
08
1816
6.0
44.0
8410
.0I
UFS
16-2
0±
34
= 6
8±
87
= 1
7446
833
171
119.
620
020
160
818
166.
09.
084
11.7
II
100
UFS
16-1
1±
35
= 7
0±
27
= 5
428
214
171
145.
422
022
180
818
158.
065
.012
712
.2I
UFS
16-2
0±
35
= 7
0±
76
= 1
5248
234
171
145.
422
022
180
818
158.
011
.712
714
.8II
125
UFS
10-1
1±
43
= 8
6±
27
= 5
428
414
474
172.
025
024
210
818
132.
071
.018
415
.5I
UFS
10-2
0±
43
= 8
6±
76
= 1
5249
435
474
172.
025
024
210
818
132.
013
.018
418
.8II
150
UFS
10-1
1±
38
= 7
6±
35
= 7
036
622
969
200.
828
524
240
822
114.
041
.026
217
.8I
UFS
10-2
0±
38
= 7
6±
76
= 1
5257
643
969
200.
828
524
240
822
114.
011
.026
223
.9II
200
UFS
10-1
1±
46
= 9
2±
25
= 5
033
817
060
256.
034
026
295
822
147.
013
0.0
434
26.0
IUF
S 10
-20
± 4
6 =
92
± 7
3 =
146
608
440
6025
6.0
340
2629
58
2214
7.0
20.0
434
34.1
II
250
UFS
10-1
1±
39
= 7
8±
22
= 4
436
022
464
311.
039
528
350
1222
132.
013
3.0
660
31.3
I
BO
A T
ype
UFS
PN
10
DNTy
pe
TLBm
AIda
Db
kn
dCx
Cy
Am
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
N/m
mN/
mm
cm2
kg
232
Bello
ws
Flan
geSp
ring
rate
�30
%
Axial move-ment at 1000full load cycles
Lateral move-ment at 1000full load cycles
Total length
Center-to-centerdistance of thebellows
Active length
Outside ∅
Outside ∅
Hole ∅
Number ofholes
Bolt circle ∅
Thickness
Axial
Lateral
Effective areaof bellows
Weight
Execution
Exec
utio
n l (
page
111
)Ex
ecut
ion
ll (p
age
111)
29.3_UK_Kap_06T09-UFS.qxp:Kap_6_09_UFS_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 232
233
UFS
10-2
0±
39
= 7
8±
53
= 1
0662
048
464
311.
039
528
350
1222
132.
029
.066
044
.1II
300
UFS
10-1
1±
42
= 8
4±
20
= 4
036
822
767
363.
644
528
400
1222
162.
021
7.0
911
37.8
IUF
S 10
-20
± 4
2 =
84
± 5
2 =
104
658
527
7736
3.6
445
2840
012
2216
2.0
44.0
911
56.1
II
350
UFS
10-1
0±
55
= 1
10±
33
= 6
650
029
510
539
8.0
505
3046
016
2218
1.9
141.
111
0362
.0II
UFS
10-2
0±
60
= 1
20±
75
= 1
5075
253
911
340
1.6
505
3046
016
2222
6.6
55.2
1103
89.0
II
400
UFS
10-1
1±
60
= 1
20±
28
= 5
649
027
211
245
0.8
565
3251
516
2621
8.4
252.
914
2080
.0II
UFS
10-2
0±
65
= 1
30±
50
= 1
0064
642
611
645
2.6
565
3251
516
2624
0.8
119.
114
2010
3.0
II
450
UFS
10-1
1±
60
= 1
20±
25
= 5
048
426
511
550
5.2
615
3256
520
2622
4.7
345.
617
9788
.0II
UFS
10-2
0±
65
= 1
30±
50
= 1
0066
644
311
950
6.6
615
3256
520
2625
4.3
147.
417
9711
4.0
II
500
UFS
10-1
1±
55
= 1
10±
22.
5 =
45
510
305
9555
7.6
670
3462
020
2633
0.0
484.
222
0210
8.0
IIUF
S 10
-20
± 7
5 =
150
± 5
0 =
100
710
472
130
560.
267
034
620
2026
323.
920
3.4
2202
143.
0II
600
UFS
10-1
1±
45
= 9
0±
18
= 3
652
431
010
066
2.0
780
3672
520
3054
8.9
1105
.631
4114
1.0
IIUF
S 10
-20
± 7
5 =
150
± 5
0 =
100
738
512
134
663.
278
036
725
2030
342.
829
9.0
3141
193.
0II
700
UFS
10-1
0±
90
= 1
80±
25
= 5
049
827
910
976
7.2
895
3084
024
3023
9.8
804.
642
4318
7.0
IIUF
S 10
-20
± 9
0 =
180
± 5
0 =
100
718
499
109
767.
289
530
840
2430
239.
825
9.8
4243
217.
0II
800
UFS
10-1
0±
100
= 2
00±
25
= 5
051
428
911
187
1.2
1015
3295
024
3324
5.5
991.
755
1123
5.0
IIUF
S 10
-20
± 1
00 =
200
± 5
0 =
100
744
519
111
871.
210
1532
950
2433
245.
531
8.2
5511
272.
0II
900
UFS
10-1
0±
105
= 2
10±
25
= 5
053
029
811
497
5.2
1115
3410
5028
3323
7.0
1131
.069
1527
6.0
IIUF
S 10
-20
± 1
05 =
210
± 5
0 =
100
766
534
114
975.
211
1534
1050
2833
237.
036
4.0
6915
329.
0II
1000
UFS
10-1
0±
105
= 2
10±
25
= 5
056
232
811
610
78.2
1230
3411
6028
3624
9.0
1217
.185
3633
5.0
IIUF
S 10
-20
± 1
05 =
210
± 5
0 =
100
818
584
116
1078
.212
3034
1160
2836
249.
039
5.1
8536
398.
0II
pre
ferr
ed s
erie
s
29.3_UK_Kap_06T09-UFS.qxp:Kap_6_09_UFS_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 233
40UF
S 16
-11
± 2
2 =
44
± 3
6 =
72
278
141
7170
.015
016
110
418
184.
016
.127
4.8
IUF
S 16
-20
± 2
2 =
44
± 8
5 =
170
428
291
7170
.015
016
110
418
184.
04.
127
5.4
II
50UF
S 16
-11
± 2
6 =
52
± 3
5 =
70
278
141
7183
.816
518
125
418
173.
022
.039
6.5
IUF
S 16
-20
± 2
6 =
52
± 8
5 =
170
438
301
7183
.816
518
125
418
173.
05.
139
7.4
II
65UF
S 16
-11
± 3
0 =
60
± 3
2 =
64
278
141
7110
7.0
185
1814
54
1816
5.0
35.0
667.
8I
UFS
16-2
0±
30
= 6
0±
86
= 1
7246
833
171
107.
018
518
145
418
165.
07.
266
9.1
II
80UF
S 16
-11
± 3
4 =
68
± 3
2 =
64
278
141
7111
9.6
200
2016
08
1816
6.0
44.0
8410
.0I
UFS
16-2
0±
34
= 6
8±
87
= 1
7446
833
171
119.
620
020
160
818
166.
09.
084
11.7
II
100
UFS
16-1
1±
35
= 7
0±
27
= 5
428
214
171
145.
522
022
180
818
158.
065
.012
712
.2I
UFS
16-2
0±
35
= 7
0±
76
= 1
5248
234
171
145.
522
022
180
818
158.
011
.712
714
.8II
125
UFS
16-1
1±
41
= 8
2±
26
= 5
229
214
474
173.
225
024
210
818
173.
095
.018
416
.6I
UFS
16-2
0±
41
= 8
2±
76
= 1
5250
235
474
173.
225
024
210
818
173.
017
.018
419
.9II
150
UFS
16-1
1±
36
= 7
2±
31
= 6
236
220
969
203.
028
524
240
822
186.
071
.026
219
.7I
UFS
16-2
0±
36
= 7
2±
59
= 1
1851
235
969
203.
028
524
240
822
186.
025
.026
224
.4II
200
UFS
16-1
1±
33
= 6
6±
23
= 4
636
821
760
257.
834
026
295
1222
285.
018
3.0
434
27.5
IUF
S 16
-20
± 3
3 =
66
± 5
2 =
104
588
437
6025
7.8
340
2629
512
2228
5.0
44.0
434
35.5
II
250
UFS
16-1
1±
37
= 7
4±
21
= 4
239
622
464
315.
240
532
355
1226
332.
030
2.0
660
45.1
I
BO
A T
ype
UFS
PN
16
DNTy
pe
TLBm
AIda
Db
kn
dCx
CyA
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/m
mcm
2kg
234
Bello
ws
Flan
geSp
ring
rate
�30
%
Axial move-ment at 1000full load cycles
Lateral move-ment at 1000full load cycles
Total length
Center-to-centerdistance of thebellows
Active length
Outside ∅
Outside ∅
Hole ∅
Number ofholes
Bolt circle ∅
Thickness
Axial
Lateral
Effective areaof bellows
Weight
Execution
Exec
utio
n l (
page
111
)Ex
ecut
ion
ll (p
age
111)
29.3_UK_Kap_06T09-UFS.qxp:Kap_6_09_UFS_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 234
235
UFS
16-2
0±
37
= 7
4±
52
= 1
0465
648
464
315.
240
532
355
1226
332.
065
.066
057
.8II
300
UFS
16-1
1±
40
= 8
0±
18.
5 =
37
392
217
6736
7.2
460
3241
012
2633
6.0
452.
091
154
.4I
UFS
16-2
0±
40
= 8
0±
52
= 1
0469
051
767
367.
246
032
410
1226
336.
078
.091
172
.5II
350
UFS
16-1
1±
45
= 9
0±
33
= 6
652
233
090
401.
652
036
470
1626
283.
318
4.1
1094
83.0
IIUF
S 16
-20
± 5
0 =
100
± 5
0 =
100
650
457
9140
2.4
520
3647
016
2632
6.0
110.
710
9410
4.0
II
400
UFS
16-1
1±
50
= 1
00±
30
= 6
051
831
696
454.
458
038
525
1630
325.
529
6.5
1420
105.
0II
UFS
16-2
0±
50
= 1
00±
50
= 1
0070
050
094
454.
458
038
525
1630
325.
511
9.1
1420
130.
0II
450
UFS
16-1
1±
50
= 1
00±
27.
5 =
55
534
320
100
508.
264
042
585
2030
414.
046
0.5
1801
133.
0II
UFS
16-2
0±
55
= 1
10±
50
= 1
0072
851
896
508.
264
042
585
2030
335.
914
4.8
1801
158.
0II
500
UFS
16-1
1±
55
= 1
10±
20
= 4
050
825
513
556
1.0
715
4465
020
3356
0.4
1145
.721
9517
3.0
IIUF
S 16
-20
± 6
0 =
120
± 5
0 =
100
750
530
102
561.
271
544
650
2033
381.
819
3.0
2195
201.
0II
600
UFS
16-1
1±
60
= 1
20±
16.
5 =
33
516
245
145
665.
084
048
770
2036
671.
420
79.2
3141
246.
0II
UFS
16-2
0±
60
= 1
20±
50
= 1
0082
259
110
566
5.2
840
4877
020
3638
3.2
221.
031
4130
4.0
II
700
UFS
16-1
0±
65
= 1
30±
25
= 5
058
235
811
276
7.4
910
3684
024
3648
5.3
1005
.842
2923
6.0
IIUF
S 16
-20
± 6
5 =
130
± 5
0 =
100
872
648
112
767.
491
036
840
2436
485.
331
3.7
4229
286.
0II
800
UFS
16-1
0±
70
= 1
40±
25
= 5
060
837
411
887
2.8
1025
3895
024
3953
1.9
1313
.355
1929
6.0
IIUF
S 16
-20
± 7
0 =
140
± 5
0 =
100
912
678
118
872.
810
2538
950
2439
531.
940
8.5
5519
356.
0II
900
UFS
16-1
0±
75
= 1
540
± 2
5 =
50
634
394
120
976.
811
2540
1050
2839
512.
014
28.0
6910
335.
0II
UFS
16-2
0±
75
= 1
50±
50
= 1
0094
870
812
097
6.8
1125
4010
5028
3951
2.0
452.
069
1040
5.0
II
1000
UFS
16-1
0±
80
= 1
60±
25
= 5
066
441
412
610
80.6
1255
4211
7028
4259
1.6
1847
.085
3643
2.0
IIUF
S 16
-20
± 8
0 =
160
± 5
0 =
100
1004
754
126
1080
.612
5542
1170
2842
591.
656
8.6
8536
516.
0II
pre
ferr
ed s
erie
s
29.3_UK_Kap_06T09-UFS.qxp:Kap_6_09_UFS_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 235
40UF
S 25
-11
± 1
6 =
32
± 5
0 =
100
368
239
5969
150
1811
04
1823
28
275.
0I
UFS
25-2
0±
16
= 3
2±
79
= 1
5848
835
959
6915
018
110
418
232
427
5.9
II
50UF
S 25
-11
± 1
8 =
36
± 4
6 =
92
362
236
5683
165
2012
54
1823
111
396.
8I
UFS
25-2
0±
18
= 3
6±
75
= 1
5048
235
656
8316
520
125
418
231
539
7.9
II
65UF
S 25
-11
± 2
3 =
46
± 4
6 =
92
386
244
6410
618
524
145
818
232
1866
10.0
IUF
S 25
-20
± 2
3 =
46
± 7
5 =
150
506
364
6410
618
524
145
818
232
866
11.5
II
80UF
S 25
-11
± 2
3 =
46
± 4
0 =
80
366
232
5211
8.5
200
2616
08
1818
220
8411
.5I
UFS
25-2
0±
23
= 4
6±
75
= 1
5953
640
252
118.
520
026
160
818
182
784
13.6
II
100
UFS
25-1
1±
27
= 5
4±
35
= 7
036
422
161
145
235
2619
08
2222
040
127
15.7
IUF
S 25
-20
± 2
7 =
54
± 5
6 =
112
474
331
6114
523
526
190
822
220
2012
718
.0II
125
UFS
25-1
1±
33
= 6
6±
36
= 7
238
623
070
174
270
2822
08
2624
259
184
22.0
IUF
S 25
-20
± 3
3 =
66
± 5
8 =
116
506
350
7017
427
028
220
826
242
2518
424
.3II
150
UFS
25-1
1±
35
= 7
0±
29
= 5
839
021
878
205
300
3025
08
2628
811
026
229
.0I
UFS
25-2
0±
35
= 7
0±
53
= 1
0654
036
878
205
300
3025
08
2628
840
262
32.6
II
200
UFS
25-1
1±
32
= 6
4±
22
= 4
437
221
757
258
360
3231
012
2628
518
243
437
.3I
UFS
25-2
0±
32
= 6
4±
50
= 1
0059
243
757
258
360
3231
012
2628
544
434
47.3
II
BO
A T
ype
UFS
PN
25
DNTy
pe
TLBm
AIda
Db
kn
dCx
Cy
Am
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
N/m
mN/
mm
cm2
kg
236
Bello
ws
Flan
geSp
ring
rate
�30
%
Axial move-ment at 1000full load cycles
Lateral move-ment at 1000full load cycles
Total length
Center-to-centerdistance of thebellows
Active length
Outside ∅
Outside ∅
Hole ∅
Number ofholes
Bolt circle ∅
Thickness
Axial
Lateral
Effective areaof bellows
Weight
Execution
Exec
utio
n l (
page
111
)Ex
ecut
ion
ll (p
age
111)
29.3_UK_Kap_06T09-UFS.qxp:Kap_6_09_UFS_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 236
237
250
UFS
25-1
1±
36
= 7
2±
20
= 4
040
422
464
315
425
3637
012
3033
230
266
055
.3I
UFS
25-2
0±
36
= 7
2±
50
= 1
0066
448
464
315
425
3637
012
3033
265
660
69.4
II
300
UFS
25-1
1±
38
= 7
6±
18
= 3
639
621
767
368
485
4043
016
3033
645
291
173
.0I
UFS
25-2
0±
38
= 7
6±
50
= 1
0069
651
767
368
485
4043
016
3033
678
911
93.8
II
pre
ferr
ed s
erie
s
29.3_UK_Kap_06T09-UFS.qxp:Kap_6_09_UFS_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 237
40UF
B6-1
1±
20
= 4
0±
48
= 9
625
817
545
68.0
6813
014
100
414
452.
427
2.9
IUF
B6-1
2±
20
= 4
0±
125
= 2
5049
841
545
68.0
6813
014
100
414
450.
427
3.0
I
50UF
B6-1
1±
21
= 4
2±
48
= 9
627
019
141
80.0
8114
014
110
414
422.
739
3.2
IUF
B6-1
2±
21
= 4
2±
120
= 2
4052
044
141
80.0
8114
014
110
414
420.
539
3.4
I
65UF
B6-1
1±
24
= 4
8±
48
= 9
629
221
737
104.
010
516
014
130
414
381
3.4
664.
0I
UFB6
-12
± 2
4 =
48
± 1
10 =
220
532
457
3710
4.0
105
160
1413
04
1438
0.8
664.
2I
80UF
B6-1
1±
27
= 5
4±
46
= 9
229
521
340
116.
012
019
016
150
418
343.
884
6.5
IUF
B6-1
2±
27
= 5
4±
100
= 2
0050
242
040
116.
012
019
016
150
418
341.
084
6.7
I
100
UFB6
-11
± 3
3 =
66
± 2
4 =
48
216
122
5213
8.0
142
210
1617
04
1844
21.0
127
7.5
IUF
B6-1
2±
33
= 6
6±
48
= 9
631
622
252
138.
014
221
016
170
418
447.
012
77.
6I
UFB6
-13
± 3
3 =
66
± 8
5 =
170
466
372
5213
8.0
142
240
1820
08
1844
2.5
127
7.9
I
125
UFB6
-11
± 3
4 =
68
± 2
5 =
50
246
150
5016
8.5
174
240
1820
08
1847
23.0
184
10.1
IUF
B6-1
2±
34
= 6
8±
48
= 9
635
526
050
168.
517
424
018
200
818
478.
018
410
.3I
UFB6
-13
± 3
4 =
68
± 8
0 =
160
496
400
5016
8.5
174
240
1820
08
1847
3.4
184
10.7
I
150
UFB6
-11
± 4
5 =
90
± 2
8 =
56
286
145
6519
5.0
196
265
2022
58
1857
39.0
262
13.6
IUF
B6-1
2±
45
= 9
0±
48
= 9
638
124
065
195.
019
626
520
225
818
5715
.026
214
.0I
UFB6
-13
± 4
5 =
90
± 7
5 =
150
496
325
6519
5.0
196
265
2022
58
1857
7.0
262
14.5
I
200
UFB6
-11
± 4
1 =
82
± 2
3 =
46
310
163
6825
2.0
254
320
2228
08
1872
67.0
434
19.2
I
BO
A T
ype
UFB
PN
6
Bello
ws
Flan
geSp
ring
rate
�30
%
Axial move-ment at 1000full load cycles
Lateral move-ment at 1000full load cycles
Total length
Center-to-centerdistance of thebellows
Active length
Outside ∅
Bolt circle ∅
Hole ∅
Number ofholes
Outside ∅
Raised face ∅
Thickness
Axial
Lateral
Effective areaof bellows
Weight
Execution
DNTy
pe
TLBm
AIda
gD
bk
nd
CxCy
Am
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
N/m
mN/
mm
cm2
kg
238
Exec
utio
n l (
page
112)
Exec
utio
n ll
(pag
e 11
2)
29.3_UK_Kap_06T10-UFB.qxp:Kap_6_10_UFB_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 238
239
UFB6
-12
± 4
1 =
82
± 4
5 =
90
450
303
6825
2.0
254
320
2228
08
1872
21.0
434
19.8
IUF
B6-2
0±
41
= 8
2±
75
= 1
5063
448
868
252.
025
432
022
280
818
728.
043
431
.5II
250
UFB6
-11
± 5
0 =
100
± 2
5 =
50
354
190
8030
6.5
308
375
2433
512
1810
210
5.0
660
28.1
IUF
B6-1
2±
50
= 1
00±
42
= 8
446
430
080
306.
530
837
524
335
1218
102
45.0
660
28.9
IUF
B6-2
0±
50
= 1
00±
75
= 1
5066
450
080
306.
530
837
524
335
1218
102
17.0
660
41.2
II
300
UFB6
-11
± 5
2 =
104
± 2
2 =
44
371
192
8735
8.5
361
440
2439
512
2210
415
1.0
911
36.9
IUF
B6-1
2±
52
= 1
04±
33
= 6
644
626
787
358.
536
144
024
395
1222
104
78.0
911
37.6
IUF
B6-2
0±
52
= 1
04±
75
= 1
5073
655
787
358.
536
244
024
395
1222
104
19.0
911
59.1
II
29.3_UK_Kap_06T10-UFB.qxp:Kap_6_10_UFB_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 239
40UF
B16-
11±
16
= 3
2±
50
= 1
0031
623
242
69.0
6815
016
110
418
127
5.0
274.
8I
UFB1
6-12
± 1
6 =
32
± 1
10 =
220
576
492
4269
.068
150
1611
04
1812
71.
027
5.0
I
50UF
B16-
11±
17
= 3
4±
50
= 1
0034
426
136
82.0
8116
518
125
418
120
4.5
396.
3I
UFB1
6-12
± 1
7 =
34
± 1
00 =
200
590
506
3682
.081
165
1812
54
1812
01.
239
6.6
I
65UF
B16-
11±
20
= 4
0±
25
= 5
023
414
838
104.
010
518
518
145
418
113
21.0
667.
2I
UFB1
6-12
± 2
0 =
40
± 5
0 =
100
360
276
3810
4.0
105
185
1814
54
1811
37.
066
7.6
IUF
B16-
13±
20
= 4
0±
85
= 1
7054
445
838
104.
010
518
518
145
418
113
2.5
667.
9I
80UF
B16-
11±
24
= 4
8±
24
= 4
823
413
646
117.
512
020
020
160
818
119
33.0
849.
4I
UFB1
6-12
± 2
4 =
48
± 5
0 =
100
364
266
4611
7.5
120
200
2016
08
1811
99.
084
9.9
IUF
B16-
13±
24
= 4
8±
85
= 1
7052
442
646
117.
512
020
020
160
818
119
4.0
8410
.3I
100
UFB1
6-11
± 2
9 =
58
± 2
8 =
56
264
158
4814
1.0
144
220
2218
08
1812
639
.012
712
.4I
UFB1
6-12
± 2
9 =
58
± 5
0 =
100
372
268
4814
1.0
144
220
2218
08
1812
614
.012
712
.9I
UFB1
6-13
± 2
9 =
58
± 7
5 =
150
492
388
4814
1.0
144
220
2218
08
1812
67.
012
713
.4I
125
UFB1
6-11
± 3
2 =
64
± 2
5 =
50
298
164
7417
0.0
174
250
2421
08
1819
780
.018
416
.8I
UFB1
6-12
± 3
2 =
64
± 5
0 =
100
438
304
7417
0.0
174
250
2421
08
1819
725
.018
417
.6I
UFB1
6-20
± 3
2 =
64
± 7
5 =
150
558
424
7417
0.0
174
250
2421
08
1819
713
.018
421
.3II
150
UFB1
6-11
± 3
3 =
66
± 2
5 =
50
306
173
7319
5.0
200
285
2424
08
2219
898
.026
221
.1I
UFB1
6-12
± 3
3 =
66
± 5
0 =
100
456
323
7319
5.0
200
285
2424
08
2219
830
.026
222
.2I
BO
A T
ype
UFB
PN
10
DNTy
pe
TLBm
AIda
gD
bk
nd
CxCy
Am
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
N/m
mN/
mm
cm2
kg
240
Bello
ws
Flan
geSp
ring
rate
�30
%
Axial move-ment at 1000full load cycles
Lateral move-ment at 1000full load cycles
Total length
Center-to-centerdistance of thebellows
Active length
Outside ∅
Bolt circle ∅
Hole ∅
Number ofholes
Outside ∅
Raised face ∅
Thickness
Axial
Lateral
Effective areaof bellows
Weight
Execution
Exec
utio
n l (
page
112)
Exec
utio
n ll
(pag
e 11
2)
29.3_UK_Kap_06T10-UFB.qxp:Kap_6_10_UFB_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 240
241
UFB1
6-20
± 3
3 =
66
± 7
5 =
150
606
473
7319
5.0
200
285
2424
08
2219
815
.026
228
.8II
200
UFB1
0-11
± 4
0 =
80
± 2
3 =
46
310
177
7225
1.5
254
340
2629
58
2212
398
.043
427
.9I
UFB1
0-12
± 4
0 =
80
± 4
0 =
80
414
282
7225
1.5
254
340
2629
58
2212
341
.043
428
.8I
UFB1
0-20
± 4
0 =
80
± 7
5 =
150
654
522
7225
1.5
254
340
2629
58
2212
313
.043
438
.2II
250
UFB1
0-11
± 4
8 =
96
± 2
3 =
46
354
182
8430
6.0
308
395
2835
012
2214
716
3.0
660
39.1
IUF
B10-
12±
48
= 9
6±
40
= 8
046
629
484
306.
030
839
528
350
1222
147
67.0
660
40.3
IUF
B10-
20±
48
= 9
6±
75
= 1
5070
853
484
306.
031
039
528
350
1222
147
21.0
660
53.5
II
300
UFB1
0-11
± 4
3 =
86
± 2
2 =
44
378
211
7136
0.0
361
445
2840
012
2216
319
6.0
911
45.0
IUF
B10-
12±
43
= 8
6±
35
= 7
049
032
171
360.
036
144
528
400
1222
163
88.0
911
46.5
IUF
B10-
20±
51
= 1
02±
75
= 1
5078
059
191
358.
036
144
528
400
1222
150
24.0
911
67.1
II
29.3_UK_Kap_06T10-UFB.qxp:Kap_6_10_UFB_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 241
40UF
B16-
11±
16
= 3
2±
50
= 1
0031
623
242
69.0
6815
016
110
418
127
5.0
274.
8I
UFB1
6-12
± 1
6 =
32
± 1
10 =
220
576
492
4269
.068
150
1611
04
1812
71.
027
5.0
I
50UF
B16-
11±
17
= 3
4±
50
= 1
0034
426
136
82.0
8116
518
125
418
120
4.5
396.
3I
UFB1
6-12
± 1
7 =
34
± 1
00 =
200
590
506
3682
.081
165
1812
54
1812
01.
239
6.6
I
65UF
B16-
11±
20
= 4
0±
25
= 5
023
414
838
104.
010
518
518
145
418
113
21.0
667.
2I
UFB1
6-12
± 2
0 =
40
± 5
0 =
100
360
276
3810
4.0
105
185
1814
54
1811
37.
066
7.6
IUF
B16-
13±
20
= 4
0±
85
= 1
7054
445
838
104.
010
518
518
145
418
113
2.5
667.
9I
80UF
B16-
11±
24
= 4
8±
24
= 4
823
413
646
117.
512
020
020
160
818
119
33.0
849.
4I
UFB1
6-12
± 2
4 =
48
± 5
0 =
100
364
266
4611
7.5
120
200
2016
08
1811
99.
084
9.9
IUF
B16-
13±
24
= 4
8±
85
= 1
7052
442
646
117.
512
020
020
160
818
119
4.0
8410
.3I
100
UFB1
6-11
± 2
9 =
58
± 2
8 =
56
264
158
4814
1.0
144
220
2218
08
1812
639
.012
712
.4I
UFB1
6-12
± 2
9 =
58
± 5
0 =
100
372
268
4814
1.0
144
220
2218
08
1812
614
.012
712
.9I
UFB1
6-13
± 2
9 =
58
± 7
5 =
150
492
388
4814
1.0
144
220
2218
08
1812
67.
012
713
.4I
125
UFB1
6-11
± 3
2 =
64
± 2
5 =
50
298
164
7417
0.0
174
250
2421
08
1819
780
.018
416
.8I
UFB1
6-12
± 3
2 =
64
± 5
0 =
100
438
304
7417
0.0
174
250
2421
08
1819
725
.018
417
.6I
UFB1
6-20
± 3
2 =
64
± 7
5 =
150
558
424
7417
0.0
174
250
2421
08
1819
713
.018
421
.3II
150
UFB1
6-11
± 3
3 =
66
± 2
5 =
50
306
173
7319
5.0
200
285
2424
08
2219
898
.026
221
.1I
UFB1
6-12
± 3
3 =
66
± 5
0 =
100
456
323
7319
5.0
200
285
2424
08
2219
830
.026
222
.2I
BO
A T
ype
UFB
PN
16
DNTy
pe
TLBm
AIda
gD
bk
nd
CxCy
Am
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
N/m
mN/
mm
cm2
kg
242
Bello
ws
Flan
geSp
ring
rate
�30
%
Axial move-ment at 1000full load cycles
Lateral move-ment at 1000full load cycles
Total length
Center-to-centerdistance of thebellows
Active length
Outside ∅
Bolt circle ∅
Hole ∅
Number ofholes
Outside ∅
Raised face ∅
Thickness
Axial
Lateral
Effective areaof bellows
Weight
Execution
Exec
utio
n l (
page
112)
Exec
utio
n ll
(pag
e 11
2)
29.3_UK_Kap_06T10-UFB.qxp:Kap_6_10_UFB_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 242
243
UFB1
6-20
± 3
3 =
66
± 7
5 =
150
606
473
7319
5.0
200
285
2424
08
2219
815
.026
228
.8II
200
UFB1
6-11
± 4
1 =
82
± 2
5 =
50
326
180
8025
3.0
254
340
2629
512
2220
816
0.0
434
30.9
IUF
B16-
12±
33
= 6
6±
40
= 8
046
033
363
253.
025
434
026
295
1222
260
64.0
434
31.7
IUF
B16-
20±
41
= 8
2±
75
= 1
5064
450
080
253.
025
434
026
295
1222
208
23.0
434
40.4
II
250
UFB1
6-11
± 4
1 =
82
± 2
2 =
44
340
191
7130
9.5
308
405
3235
512
2625
026
1.0
660
49.7
IUF
B16-
12±
41
= 8
2±
33
= 6
642
027
171
309.
530
840
532
355
1226
250
135.
066
051
.1I
UFB1
6-20
± 4
8 =
96
± 7
5 =
150
692
522
9230
8.0
308
405
3235
512
2622
434
.066
064
.4II
300
UFB1
6-11
± 4
2 =
84
± 2
5 =
50
408
250
8036
1.0
363
460
3241
012
2633
429
0.0
911
63.0
IUF
B16-
12±
53
= 1
06±
50
= 1
0057
239
210
236
1.0
363
460
3241
012
2626
896
.091
175
.6II
UFB1
6-20
± 5
3 =
106
± 7
5 =
150
752
572
102
361.
036
346
032
410
1226
268
46.0
911
83.9
II
29.3_UK_Kap_06T10-UFB.qxp:Kap_6_10_UFB_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 243
40UF
B25-
11±
12
= 2
4±
25
= 5
023
215
333
69.0
6815
018
110
418
159
1227
5.1
IUF
B25-
12±
12
= 2
4±
50
= 1
0036
228
333
69.0
6815
018
110
418
159
427
5.3
IUF
B25-
13±
12
= 2
4±
90
= 1
8056
248
333
69.0
6815
018
110
418
159
227
5.5
I
50UF
B25-
11±
15
= 3
0±
24
= 4
823
314
338
82.0
8116
520
125
418
162
1939
6.9
IUF
B25-
12±
15
= 3
0±
48
= 9
634
825
838
82.0
8116
520
125
418
162
739
7.1
IUF
B25-
13±
15
= 3
0±
90
= 1
8054
845
838
82.0
8116
520
125
418
162
239
7.5
I
65UF
B25-
11±
20
= 4
0±
24
= 4
824
414
044
105.
010
518
524
145
818
192
4166
9.9
IUF
B25-
12±
20
= 4
0±
48
= 9
637
927
444
105.
010
518
524
145
818
192
1166
10.4
IUF
B25-
13±
20
= 4
0±
85
= 1
7056
846
444
105.
010
518
524
145
818
192
466
11.0
I
80UF
B25-
11±
24
= 4
8±
24
= 4
825
614
151
118.
512
020
026
160
818
182
4884
12.7
IUF
B25-
12±
24
= 4
8±
50
= 1
0038
627
151
118.
512
020
026
160
818
182
1484
13.2
IUF
B25-
13±
24
= 4
8±
85
= 1
7055
644
151
118.
512
020
026
160
818
182
684
13.9
I
100
UFB2
5-11
± 2
3 =
46
± 2
4 =
48
285
173
4814
1.0
142
235
2619
08
2223
858
127
16.9
IUF
B25-
12±
23
= 4
6±
48
= 9
643
031
848
141.
014
223
526
190
822
238
1912
717
.5I
UFB2
5-13
± 2
3 =
46
± 7
0 =
140
550
438
4814
1.0
142
235
2619
08
2223
811
127
18.0
I
125
UFB2
5-11
± 2
7 =
54
± 2
4 =
48
304
178
5817
1.0
174
270
2822
08
2631
010
818
423
.4I
UFB2
5-12
± 2
7 =
54
± 5
0 =
100
480
351
6117
1.0
174
270
2822
08
2631
029
184
24.6
IUF
B25-
20±
27
= 5
4±
75
= 1
5063
050
359
171.
017
427
028
220
826
310
1518
428
.8II
BO
A T
ype
UFB
PN
25
DNTy
pe
TLBm
AIda
gD
bk
nd
CxCy
Am
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
N/m
mN/
mm
cm2
kg
244
Bello
ws
Flan
geSp
ring
rate
�30
%
Axial move-ment at 1000full load cycles
Lateral move-ment at 1000full load cycles
Total length
Center-to-centerdistance of thebellows
Active length
Outside ∅
Bolt circle ∅
Hole ∅
Number ofholes
Outside ∅
Raised face ∅
Thickness
Axial
Lateral
Effective areaof bellows
Weight
Execution
Exec
utio
n l (
page
112)
Exec
utio
n ll
(pag
e 11
2)
29.3_UK_Kap_06T10-UFB.qxp:Kap_6_10_UFB_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 244
245
150
UFB2
5-11
± 3
5 =
70
± 2
4 =
48
325
171
8019
7.0
200
300
3025
08
2630
315
426
230
.9I
UFB2
5-12
± 3
5 =
70
± 4
8 =
96
458
304
8019
7.0
200
300
3025
08
2630
353
262
32.2
IUF
B25-
20±
35
= 7
0±
75
= 1
5061
846
480
197.
020
030
030
250
826
303
2326
238
.3II
200
UFB2
5-11
± 3
5 =
70
± 2
4 =
48
359
213
6825
5.0
254
360
3231
012
2637
020
443
444
.5I
UFB2
5-12
± 3
5 =
70
± 4
0 =
80
474
328
6825
5.0
254
360
3231
012
2637
093
434
46.3
IUF
B25-
20±
35
= 7
0±
75
= 1
5075
859
585
254.
025
436
032
310
1226
408
3243
460
.5II
250
UFB2
5-11
± 4
2 =
84
± 2
3 =
46
402
212
102
310.
030
842
536
370
1230
516
429
660
69.6
IUF
B25-
12±
40
= 8
0±
50
= 1
0062
243
898
309.
030
842
536
370
1230
439
9366
079
.8II
UFB2
5-20
± 4
0 =
80
± 7
5 =
150
812
628
9830
9.0
308
425
3637
012
3043
946
660
88.1
II
300
UFB2
5-11
± 4
5 =
90
± 2
4 =
48
459
254
109
362.
036
348
540
430
1630
524
413
911
98.7
IIUF
B25-
12±
45
= 9
0±
48
= 9
666
449
910
936
2.0
363
485
4043
016
3052
414
091
111
0.7
IIUF
B25-
20±
45
= 9
0±
75
= 1
5086
465
910
936
2.0
363
485
4043
016
3052
469
911
122.
4II
29.3_UK_Kap_06T10-UFB.qxp:Kap_6_10_UFB_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 245
246
40UW
6-1
1±
30
= 6
0±
49
= 9
842
614
171
69.8
48.3
2.9
87.3
7.6
271.
9I
UW 6
-20
± 3
0 =
60
± 1
14 =
228
576
291
7169
.848
.32.
987
.32.
227
2.5
II
50UW
6-1
1±
32
= 6
4±
44
= 8
842
614
171
82.8
60.3
3.2
102.
112
.539
2.3
IUW
6-2
0±
32
= 6
4±
106
= 2
1258
630
171
82.8
60.3
3.2
102.
13.
139
2.9
II
65UW
6-1
1±
35
= 7
0±
37
= 7
442
614
171
105.
076
.13.
210
9.6
22.2
663.
0I
UW 6
-20
± 3
5 =
70
± 1
00 =
200
616
331
7110
5.0
76.1
3.2
109.
64.
366
4.3
II
80UW
6-1
1±
38
= 7
6±
37
= 7
442
614
171
117.
488
.93.
673
.218
.683
3.5
IUW
6-2
0±
38
= 7
6±
100
= 2
0061
633
171
117.
488
.93.
673
.23.
683
5.3
II
100
UW 6
-11
± 4
2 =
84
± 3
3 =
66
488
141
7114
3.2
114.
34.
010
7.5
40.6
126
5.8
IUW
6-2
0±
42
= 8
4±
100
= 2
0071
837
171
143.
211
4.3
4.0
107.
56.
412
68.
3II
125
UW 6
-11
± 4
8 =
96
± 3
0 =
60
482
138
6817
1.0
139.
74.
064
.538
.318
36.
4I
UW 6
-20
± 4
8 =
96
± 7
8 =
156
652
308
6817
1.0
139.
74.
064
.58.
118
39.
2II
150
UW 1
0-11
± 3
8 =
76
± 3
5 =
70
566
221
6120
1.0
168.
34.
511
4.0
41.0
260
8.4
IUW
10-
20±
38
= 7
6±
76
= 1
5277
643
161
201.
016
8.3
4.5
114.
011
.026
014
.4II
200
UW 1
0-11
± 4
6 =
92
± 2
5 =
50
432
181
7125
6.0
219.
14.
514
7.0
130.
043
010
.6I
UW 1
0-20
± 4
6 =
92
± 7
3 =
146
702
451
7125
6.0
219.
14.
514
7.0
20.0
430
18.7
II
250
UW 1
0-11
± 3
9 =
78
± 2
2 =
44
442
211
5131
1.0
273.
05.
013
2.0
133.
066
011
.3I
BO
A T
ype
UW
PN
6
Bello
ws
Wel
d en
dsSp
ring
rate
�30
%Axial movementat 1000 full load cycles
Lateral movement at 1000 full load cycles
Total length
Center-to-center distanceof the bellows
Active length
Outside ∅
Outside ∅
Thickness
Axial
Lateral
Effective area of bellows
Weight
Execution
DNTy
pe
TLBm
AIda
des
CxCy
Am
mm
mm
mm
mm
mm
mm
mm
mm
N/m
mN/
mm
cm2
kg
Exec
utio
n l (
page
113
)Ex
ecut
ion
ll (p
age
113)
29.3_UK_Kap_06T11-UW.qxp:Kap_6_11_UW_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 246
247
UW 1
0-20
± 3
9 =
78
± 5
3 =
106
702
471
5131
1.0
273.
05.
013
2.0
29.0
660
23.4
II
300
UW 1
0-11
± 4
2 =
84
± 2
0 =
40
452
216
5636
4.0
323.
95.
616
2.0
217.
091
015
.7I
UW 1
0-20
± 4
2 =
84
± 5
2 =
104
742
506
5636
4.0
323.
95.
616
2.0
44.0
910
33.7
II
350
UW 6
-11
± 5
5 =
110
± 3
5 =
70
584
301
101
397.
235
5.6
5.6
144.
510
7.8
1103
21.0
IUW
6-2
0±
75
= 1
50±
75
= 1
5077
245
813
240
0.8
355.
65.
616
0.8
53.2
1103
36.0
II
400
UW 6
-11
± 5
5 =
110
± 2
8 =
56
562
275
105
449.
240
6.4
6.3
143.
716
4.1
1420
26.0
IUW
6-2
0±
65
= 1
30±
50
= 1
0070
441
410
845
2.0
406.
46.
315
9.5
83.3
1420
49.0
II
450
UW 6
-11
± 6
0 =
120
± 2
5 =
50
556
267
107
503.
645
7.0
6.3
147.
922
4.6
1797
29.0
IUW
6-2
0±
70
= 1
40±
50
= 1
0073
844
511
150
6.4
457.
06.
316
4.7
94.6
1797
56.0
II
500
UW 6
-11
± 6
0 =
120
± 2
2,5
= 4
554
125
011
055
5.2
508.
06.
314
8.0
310.
622
0232
.0I
UW 6
-20
± 7
0 =
140
± 5
0 =
100
767
472
114
558.
050
8.0
6.3
165.
510
3.5
2202
64.0
II
600
UW 6
-11
± 4
5 =
90
± 1
8 =
36
587
312
9266
0.0
611.
46.
336
1.2
718.
231
4148
.0I
UW 6
-20
± 7
5 =
150
± 5
0 =
100
810
510
118
662.
061
1.4
6.3
166.
212
6.5
3141
94.0
II
700
UW 6
-10
± 8
0 =
160
± 2
5 =
50
613
305
127
765.
271
3.0
8.0
215.
659
7.5
4243
90.0
IIUW
6-2
0±
80
= 1
60±
50
= 1
0085
554
712
776
5.2
713.
08.
021
5.6
192.
842
4312
4.0
II
800
UW 6
-10
± 7
0 =
140
± 2
5 =
50
659
379
9987
0.0
814.
68.
021
0.9
508.
155
1111
2.0
IIUW
6-2
0±
70
= 1
40±
50
= 1
0096
968
999
870.
081
4.6
8.0
210.
915
6.0
5511
161.
0II
900
UW 6
-10
± 7
0 =
140
± 2
5 =
50
684
401
101
973.
091
5.8
8.0
214.
057
8.0
6915
130.
0II
UW 6
-20
± 7
0 =
140
± 5
0 =
100
1016
733
101
973.
091
5.8
8.0
214.
017
6.0
6915
190.
0II
1000
UW 6
-10
± 7
5 =
150
± 2
5 =
50
721
436
104
1077
.010
17.8
8.0
215.
460
9.3
8536
151.
0II
UW 6
-20
± 7
5 =
150
± 5
0 =
100
1061
776
104
1077
.010
17.8
8.0
215.
419
4.6
8536
219.
0II
pre
ferr
ed s
erie
s
29.3_UK_Kap_06T11-UW.qxp:Kap_6_11_UW_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 247
248
40UW
16-
11±
22
= 4
4±
36
= 7
242
614
171
70.0
48.3
2.9
184.
016
.127
2.1
IUW
16-
20±
22
= 4
4±
85
= 1
7057
629
171
70.0
48.3
2.9
184.
04,
.127
2.8
II
50UW
16-
11±
26
= 5
2±
35
= 7
042
614
171
84.0
60.3
3.2
173.
022
.039
2.6
IUW
16-
20±
26
= 5
2±
85
= 1
7058
630
171
84.0
60.3
3.2
173.
05.
139
3.2
II
65UW
16-
11±
30
= 6
0±
32
= 6
442
614
171
107.
076
.13.
216
5.0
35.0
663.
4I
UW 1
6-20
± 3
0 =
60
± 8
6 =
172
616
331
7110
7.0
76.1
3.2
165.
07.
266
4.7
II
80UW
16-
11±
34
= 6
8±
32
= 6
442
614
171
120.
088
.93.
616
6.0
44.0
834.
2I
UW 1
6-20
± 3
4 =
68
± 8
7 =
174
616
331
7112
0.0
88.9
3.6
166.
09.
083
5.9
II
100
UW 1
6-11
± 3
5 =
70
± 2
7 =
54
488
141
7114
5.5
114.
34.
015
8.0
65.0
126
6.6
IUW
16-
20±
35
= 7
0±
76
= 1
5268
834
171
145.
511
4.3
4.0
158.
011
.712
69.
2II
125
UW 1
0-11
± 4
3 =
86
± 2
7 =
54
486
140
7017
2.0
139.
74.
013
2.0
71.0
183
7.7
IUW
10-
20±
43
= 8
6±
78
= 1
5669
635
070
172.
013
9.7
4.0
132.
013
.018
311
.0II
150
UW 1
0-11
± 3
8 =
76
± 3
5 =
70
566
221
6120
1.0
168.
34.
511
4.0
41.0
260
8.4
IUW
10-
20±
38
= 7
6±
76
= 1
5277
643
161
201.
016
8.3
4.5
114.
011
.026
014
.4II
200
UW 1
0-11
± 4
6 =
92
± 2
5 =
50
432
181
7125
6.0
219.
14.
514
7.0
130.
043
010
.6I
UW 1
0-20
± 4
6 =
92
± 7
3 =
146
702
471
7125
6.0
219.
14.
514
7.0
20.0
430
18.7
II
250
UW 1
0-11
± 3
9 =
78
± 2
2 =
44
442
211
5131
1.0
273.
05.
013
2.0
133.
066
011
.3I
BO
A T
ype
UW
PN
10
TLBm
AIda
des
CxCy
Am
mm
mm
mm
mm
mm
mm
mm
mm
N/m
mN/
mm
cm2
kg
Bello
ws
Wel
d en
dsSp
ring
rate
�30
%Axial movementat 1000 full load cycles
Lateral movement at 1000 full load cycles
Total length
Center-to-center distanceof the bellows
Active length
Outside ∅
Outside ∅
Thickness
Axial
Lateral
Effective area of bellows
Weight
Execution
DNTy
pe
Exec
utio
n l (
page
113
)Ex
ecut
ion
ll (p
age
113)
29.3_UK_Kap_06T11-UW.qxp:Kap_6_11_UW_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 248
249
UW 1
0-20
± 3
9 =
78
± 5
3 =
106
702
471
5131
1.0
273.
05.
013
2.0
29.0
660
23.4
II
300
UW 1
0-11
± 4
2 =
84
± 2
0 =
40
452
216
5636
4.0
323.
95.
616
2.0
217.
091
015
.7I
UW 1
0-20
± 4
2 =
84
± 5
2 =
104
742
506
5636
4.0
323.
95.
616
2.0
44.0
910
33.7
II
350
UW 1
0-11
± 5
5 =
110
± 3
3 =
66
578
295
105
398.
035
5.6
5.6
181.
914
1.1
1103
25.0
IUW
10-
20±
60
= 1
20±
75
= 1
5075
853
911
340
1.6
355.
65.
622
6.6
55.2
1103
52.0
II
400
UW 1
0-11
± 6
0 =
120
± 2
8 =
56
590
272
112
450.
840
6.4
6.3
218.
425
2.9
1420
33.0
IUW
10-
20±
65
= 1
30±
50
= 1
0077
042
611
645
2.6
406.
46.
324
0.8
119.
114
2056
.0II
450
UW 1
0-11
± 6
0 =
120
± 2
5 =
50
602
265
115
505.
245
7.0
6.3
224.
734
5.6
1797
38.0
IUW
10-
20±
65
= 1
30±
50
= 1
0078
244
311
950
6.6
457.
06.
325
4.3
147.
417
9764
.0II
500
UW 1
0-11
± 5
5 =
110
± 2
2,5
= 4
558
430
595
557.
650
8.0
6.3
330.
048
4.2
2202
46.0
IUW
10-
20±
75
= 1
50±
50
= 1
0076
447
213
056
0.2
508.
06.
332
3.9
203.
422
0281
.0II
600
UW 1
0-11
± 4
5 =
90
± 1
8 =
36
608
310
100
662.
061
1.4
8.0
548.
911
05.6
3141
62.0
IUW
10-
20±
75
= 1
50±
50
= 1
0078
851
213
466
3.2
611.
48.
034
2.8
559.
431
4111
8.0
II
700
UW 1
0-10
± 9
0 =
180
± 2
5 =
50
550
279
109
767.
271
1.2
8.0
239.
880
4.6
4243
104.
0II
UW 1
0-20
± 9
0 =
180
± 5
0 =
100
730
499
109
767.
271
1.2
8.0
239.
825
9.8
4243
129.
0II
800
UW 1
0-10
± 1
00 =
200
± 2
5 =
50
562
289
111
871.
281
2.8
8.0
245.
599
1.7
5511
127.
0II
UW 1
0-20
± 1
00 =
200
± 5
0 =
100
742
519
111
871.
281
2.8
8.0
245.
531
8.2
5511
155.
0II
900
UW 1
0-10
± 1
05 =
210
± 2
5 =
50
594
298
114
975.
291
4.0
10.0
236.
111
30.6
6915
155.
0II
UW 1
0-20
± 1
05 =
210
± 5
0 =
100
830
534
114
975.
291
4.0
10.0
236.
136
4.0
6915
208.
0II
1000
UW 1
0-10
± 1
05 =
210
± 2
5 =
50
556
328
116
1078
.210
16.0
10.0
249.
012
17.1
8536
159.
0II
UW 1
0-20
± 1
05 =
210
± 5
0 =
100
736
584
116
1078
.210
16.0
10.0
249.
039
5.1
8536
204.
0II
pre
ferr
ed s
erie
s
29.3_UK_Kap_06T11-UW.qxp:Kap_6_11_UW_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 249
250
40UW
16-
11±
22
= 4
4±
36
= 7
242
614
171
70.0
48.3
2.9
184.
016
.127
2.1
IUW
16-
20±
22
= 4
4±
85
= 1
7057
629
171
70.0
48.3
2.9
184.
04,
.127
2.8
II
50UW
16-
11±
26
= 5
2±
35
= 7
042
614
171
84.0
60.3
3.2
173.
022
.039
2.6
IUW
16-
20±
26
= 5
2±
85
= 1
7058
630
171
84.0
60.3
3.2
173.
05.
139
3.2
II
65UW
16-
11±
30
= 6
0±
32
= 6
442
614
171
107.
076
.13.
216
5.0
35.0
663.
4I
UW 1
6-20
± 3
0 =
60
± 8
6 =
172
616
331
7110
7.0
76.1
3.2
165.
07.
266
4.7
II
80UW
16-
11±
34
= 6
8±
32
= 6
442
614
171
120.
088
.93.
616
6.0
44.0
834.
2I
UW 1
6-20
± 3
4 =
68
± 8
7 =
174
616
331
7112
0.0
88.9
3.6
166.
09.
083
5.9
II
100
UW 1
6-11
± 3
5 =
70
± 2
7 =
54
488
141
7114
5.5
114.
34.
015
8.0
65.0
126
6.6
IUW
16-
20±
35
= 7
0±
76
= 1
5268
834
171
145.
511
4.3
4.0
158.
011
.712
69.
2II
125
UW 1
6-11
± 4
1 =
82
± 2
6 =
52
494
144
7417
3.0
139.
74.
017
3.0
95.0
183
8.9
IUW
16-
20±
41
= 8
2±
76
= 1
5270
435
474
173.
013
9.7
4.0
173.
017
.018
312
.2II
150
UW 1
6-11
± 3
6 =
72
± 3
1 =
62
562
209
6920
3.0
168.
34.
518
6.0
110.
026
010
.7I
UW 1
6-20
± 3
6 =
72
± 5
9 =
118
712
359
6920
3.0
168.
34.
519
6.0
43.0
260
15.3
II
200
UW 1
6-11
± 3
3 =
66
± 2
3 =
46
454
217
5725
8.0
219.
14.
528
5.0
183.
043
013
.5I
UW 1
6-20
± 3
3 =
66
± 5
2 =
104
674
437
5725
8.0
219.
14.
528
5.0
44.0
430
21.5
II
250
UW 1
6-11
± 3
7 =
74
± 2
1 =
42
468
224
6431
5.0
273.
05.
033
2.0
302.
066
020
.0I
BO
A T
ype
UW
PN
16
TLBm
AIda
des
CxCy
Am
mm
mm
mm
mm
mm
mm
mm
mm
N/m
mN/
mm
cm2
kg
Bello
ws
Wel
d en
dsSp
ring
rate
�30
%Axial movementat 1000 full load cycles
Lateral movement at 1000 full load cycles
Total length
Center-to-center distanceof the bellows
Active length
Outside ∅
Outside ∅
Thickness
Axial
Lateral
Effective area of bellows
Weight
Execution
DNTy
pe
Exec
utio
n l (
page
113
)Ex
ecut
ion
ll (p
age
113)
29.3_UK_Kap_06T11-UW.qxp:Kap_6_11_UW_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 250
251
UW 1
6-20
± 3
7 =
74
± 5
2 =
104
728
484
6431
5.0
273.
05.
033
2.0
65.0
660
32.5
II
300
UW 1
6-11
± 4
0 =
80
± 1
8,5
= 3
746
421
767
367.
032
3.9
5.6
336.
041
3.0
910
24.4
IUW
16-
20±
40
= 8
0±
52
= 1
0476
451
767
367.
032
3.9
5.6
336.
078
.091
042
.5II
350
UW 1
6-11
± 4
5 =
90
± 3
3 =
66
602
330
9040
1.6
355.
65.
628
3.3
184.
110
9431
.0I
UW 1
6-20
± 5
0 =
100
± 5
0 =
100
731
457
9140
2.4
355.
65.
632
6.0
110.
710
9452
.0II
400
UW 1
6-11
± 5
0 =
100
± 3
0 =
60
594
316
9645
4.4
406.
46.
332
5.5
296.
514
2041
.0I
UW 1
6-20
± 5
0 =
100
± 5
0 =
100
776
500
9445
4.4
406.
46.
332
5.5
119.
114
2066
.0II
450
UW 1
6-11
± 5
0 =
100
± 2
7,5
= 5
560
232
010
050
8.2
457.
06.
341
4.0
460.
518
0150
.0I
UW 1
6-20
± 5
5 =
110
± 5
0 =
100
797
518
9650
8.2
457.
06.
333
5.9
144.
818
0175
.0II
500
UW 1
6-11
± 5
5 =
110
± 2
0 =
40
572
255
135
561.
050
8.0
6.3
560.
411
45.7
2195
60.0
IUW
16-
20±
60
= 1
20±
50
= 1
0081
453
010
256
1.2
508.
06.
338
1.8
193.
021
9588
.0II
600
UW 1
6-11
± 6
0 =
120
± 1
6,5
= 3
357
224
514
566
5.0
609.
68.
067
1.4
2079
.231
4187
.0I
UW 1
6-20
± 6
0 =
120
± 5
0 =
100
878
591
105
665.
260
9.6
8.0
383.
222
1.0
3141
145.
0II
700
UW 1
6-10
± 6
5 =
130
± 2
5 =
50
652
358
112
767.
471
3.6
10.0
485.
310
05.8
4229
138.
0II
UW 1
6-20
± 6
5 =
130
± 5
0 =
100
942
648
112
767.
471
3.6
10.0
485.
331
3.7
4229
188.
0II
800
UW 1
6-10
± 7
0 =
140
± 2
5 =
50
674
374
118
872.
881
5.2
10.0
531.
913
13.3
5519
167.
0II
UW 1
6-20
± 7
0 =
140
± 5
0 =
100
978
678
118
872.
881
5.2
10.0
531.
940
8.5
5519
227.
0II
900
UW 1
6-10
± 7
5 =
150
± 2
5 =
50
696
394
120
976.
891
4.0
10.0
512.
014
28.0
6910
192.
0II
UW 1
6-20
± 7
5 =
150
± 5
0 =
100
1010
708
120
976.
891
4.0
10.0
512.
045
2.0
6910
262.
0II
1000
UW 1
6-10
± 8
0 =
160
± 2
5 =
50
722
414
126
1080
.610
18.0
12.0
591.
618
47.0
8536
226.
0II
UW 1
6-20
± 8
0 =
160
± 5
0 =
100
1062
754
126
1080
.610
18.0
12.0
591.
656
8.6
8536
310.
0II
pre
ferr
ed s
erie
s
29.3_UK_Kap_06T11-UW.qxp:Kap_6_11_UW_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 251
252
40UW
25-
11±
16
= 3
2±
50
= 1
0051
223
959
69.0
48.3
2.9
232
827
2.1
lUW
25-
20±
16
= 3
2±
79
= 1
5863
235
959
69.0
48.3
2.9
232
427
2.9
ll
50UW
25-
11±
18
= 3
6±
46
= 9
250
623
656
83.0
60.3
3.2
231
1138
2.6
lUW
25-
20±
18
= 3
6±
75
= 1
5062
635
656
83.0
60.3
3.2
231
538
3.2
ll
65UW
25-
11±
23
= 4
6±
46
= 9
252
224
464
106.
076
.13.
223
218
653.
5l
UW 2
5-20
± 2
3 =
46
± 7
5 =
150
642
364
6410
6.0
76.1
3.2
232
865
5.0
ll
80UW
25-
11±
23
= 4
6±
40
= 8
049
823
252
118.
588
.93.
618
220
834.
2l
UW 2
5-20
± 2
3 =
46
± 7
5 =
150
668
402
5211
8.5
88.9
3.6
182
783
5.9
ll
100
UW 2
5-11
± 2
7 =
54
± 3
5 =
70
558
221
6114
5.0
114.
34.
022
040
125
6.6
lUW
25-
20±
27
= 5
4±
56
= 1
1266
833
161
145.
011
4.3
4.0
220
2012
59.
2ll
125
UW 2
5-11
± 3
3 =
66
± 3
6 =
72
576
230
7017
4.0
139.
74.
024
259
183
9.0
lUW
25-
20±
33
= 6
6±
58
= 1
1669
635
070
174.
013
9.7
4.0
242
2518
312
.3ll
150
UW 2
5-11
± 3
5 =
70
± 2
9 =
58
580
218
7820
5.0
168.
34.
528
811
026
013
.6l
UW 2
5-20
± 3
5 =
70
± 5
3 =
106
730
368
7820
5.0
168.
34.
528
840
260
17.2
ll
200
UW 2
5-11
± 3
2 =
64
± 2
2 =
44
454
217
5725
8.0
219.
16.
328
518
243
015
.0l
UW 2
5-20
± 3
2 =
64
± 5
0 =
100
676
439
5725
8.0
219.
16.
328
544
430
25.6
ll
250
UW 2
5-11
± 3
6 =
72
± 2
0 =
40
468
224
6431
5.0
273.
06.
333
230
266
022
.0l
BO
A T
ype
UW
PN
25
TLBm
AIda
des
CxCy
Am
mm
mm
mm
mm
mm
mm
mm
mm
N/m
mN/
mm
cm2
kg
Bello
ws
Wel
d en
dsSp
ring
rate
�30
%Axial movementat 1000 full load cycles
Lateral movement at 1000 full load cycles
Total length
Center-to-center distanceof the bellows
Active length
Outside ∅
Outside ∅
Thickness
Axial
Lateral
Effective area of bellows
Weight
Execution
DNTy
pe
Exec
utio
n l (
page
113
)Ex
ecut
ion
ll (p
age
113)
29.3_UK_Kap_06T11-UW.qxp:Kap_6_11_UW_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 252
253
UW 2
5-20
± 3
6 =
72
± 5
0 =
100
728
484
640.
227
3.0
6.3
332
6566
036
.1ll
300
UW 2
5-11
± 3
8 =
76
± 1
8 =
36
464
217
6736
7.0
323.
97.
133
645
291
026
.0l
UW 2
5-20
± 3
8 =
76
± 5
0 =
100
764
517
6736
7.0
323.
97.
133
678
910
46.8
ll
pre
ferr
ed s
erie
s
29.3_UK_Kap_06T11-UW.qxp:Kap_6_11_UW_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 253
254
BO
A T
ype
EX
FP
N2.
5
Mov
emen
t*Be
llow
sFl
ange
Sprin
g ra
te
�30
%
Axial
Lateral
Total length
Active length
Raised face ∅
Thickness
Hole ∅
Bolt circle ∅
Outside ∅
Clearance ∅
Outside ∅
Numberof holes
Axial
Lateral
Weight
DNTy
pe
TLAI
dadm
gD
bk
nd
CxCy
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/m
mkg
50±
40
= 8
0±
32
= 6
422
016
179
.860
8014
014
110
414
246
3.1
65±
47
= 9
4±
28
= 5
623
016
110
2.6
8010
416
014
130
414
2310
3.9
80±
49
= 9
8±
28
= 5
624
016
711
6.0
9011
519
016
150
418
3115
.56.
0
100
± 5
0 =
100
± 2
2 =
44
240
167
140.
811
213
621
016
170
418
3226
6.8
125
± 5
6 =
112
± 2
1 =
42
240
163
169.
013
716
624
018
200
818
3036
8.9
150
± 5
9 =
118
± 1
8 =
36
240
159
200.
216
519
626
520
225
818
2951
10.9
175
± 5
9 =
118
± 1
5 =
30
235
150
228.
219
023
029
522
255
818
2971
14.7
200
± 5
9 =
118
± 1
4 =
28
245
160
253.
021
525
432
022
280
818
3295
15.6
250
± 6
0 =
120
± 1
1 =
22
240
151
309.
626
831
037
524
335
1218
3415
720
.4
300
EXF
± 5
9 =
118
± 9
= 1
822
514
236
0.2
218
362
440
1639
512
2234
254
19.1
350
± 6
0 =
120
± 8
,5 =
17
205
152
395.
235
040
049
016
445
1222
3830
624
.2
400
± 6
3 =
126
± 8
= 1
621
015
744
7.2
400
450
540
1649
516
2237
364
27.0
450
± 7
7 =
154
± 1
4 =
28
335
251
502.
045
350
059
516
550
1622
6130
534
.3
500
± 8
1 =
162
± 1
3,5
= 2
634
025
655
3.6
503
553
645
1660
020
2261
354
37.5
600
± 6
5 =
130
± 9
= 1
834
024
865
8.0
604
656
755
2070
520
2613
011
3357
.9
700
± 6
4 =
128
± 7
= 1
433
023
876
1.4
705
760
860
2081
024
2614
519
0267
.7
750
± 6
4 =
128
± 6
= 1
231
021
882
6.0
766
820
920
2086
524
3014
425
8477
.2
Exec
utio
n EX
F (p
age
116)
29.3_UK_Kap_06T12-EXF.qxp:Kap_6_12_EXF_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 254
255
800
± 6
9 =
138
± 7
= 1
433
524
386
6.0
807
864
971
2092
024
3014
423
0480
.8
900
± 6
6 =
132
± 5
,5 =
11
315
223
969.
090
896
710
7120
1020
2430
161
3782
90.0
1000
± 7
0 =
140
± 5
,5 =
11
320
228
1073
.010
1010
7211
7120
1120
2830
162
4470
99.2
pre
ferr
ed s
erie
s*
Mov
emen
t ei
ther
axi
al o
r la
tera
l for
100
0 cy
cles
, at
20°
C
29.3_UK_Kap_06T12-EXF.qxp:Kap_6_12_EXF_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 255
256
50EX
UF±
27
= 5
4±
51
= 1
0228
517
352
79.8
6080
140
1411
04
1435
33.
165
± 3
5 =
70
± 1
07 =
214
460
331
5910
2.6
8010
416
014
130
414
302
4.5
80±
27
= 5
4±
104
= 2
0857
544
654
116.
090
115
190
1615
04
1847
17.
0
100
± 3
8 =
76
± 1
13 =
226
565
431
6014
0.8
112
139
210
1617
04
1842
28.
012
5±
46
= 9
2±
100
= 2
0053
038
765
169.
013
716
624
018
200
818
363
10.0
150
± 5
0 =
100
± 8
6 =
172
520
368
7019
9.0
165
196
265
2022
58
1836
512
.017
5±
54
= 1
08±
71
= 1
4249
033
074
226.
419
023
029
522
255
818
337
15.0
200
± 5
9 =
118
± 6
7 =
134
490
328
7625
3.0
215
254
320
2228
08
1833
917
.025
0±
64
= 1
28±
58
= 1
1649
532
283
309.
026
831
037
524
335
1218
3213
22.0
300
EXUF
± 4
3 =
86
± 3
6 =
72
500
347
6936
2.0
318
362
440
1639
512
2294
4424
.035
0±
47
= 9
4±
35
= 7
047
034
472
396.
035
040
049
016
445
1222
8952
27.0
400
± 4
9 =
98
± 3
3 =
66
475
246
7544
8.0
400
450
540
1649
516
2289
6630
.045
0±
51
= 1
02±
25
= 5
046
029
977
502.
045
350
059
516
550
1622
9211
535
.0
500
± 3
2 =
64
± 2
0 =
40
520
378
5855
4.0
503
553
645
1660
020
2223
823
138
.0
600
± 3
5 =
70
± 1
7 =
34
515
363
6165
8.0
604
656
755
2070
520
2623
835
758
.0
700
± 3
8 =
76
± 1
5 =
30
490
335
6376
2.0
705
760
860
2081
024
2624
257
068
.0
750
± 3
8 =
76
± 1
2 =
24
460
309
5982
4.0
766
820
920
2086
524
3024
078
575
.0
BO
A T
ype
EX
UF
PN
2.5
Mov
emen
t*Be
llow
sFl
ange
Sprin
g ra
te�
30%
Axial
Lateral
Total length
Center-to-center distanceof the bellows
Raised face ∅
Thickness
Hole ∅
Bolt circle ∅
Active length
Outside ∅
Clearance ∅
Outside ∅
Number of holes
Axial
Lateral
Weight
DNTy
pe
TLBm
Alda
dmg
Db
kn
dCx
Cym
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
m
mN/
mm
N/m
mkg
EXUF
Exec
utio
n EX
UF (p
age
116)
29.3_UK_Kap_06T12-EXF.qxp:Kap_6_12_EXF_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 256
257
800
± 4
1 =
82
± 1
2 =
24
465
308
6586
6.0
807
864
971
2092
024
3024
086
781
.0
900
± 4
4 =
88
± 1
0 =
20
435
276
6796
9.0
908
967
1071
2010
2024
3024
213
5591
.0
1000
± 4
6 =
92
± 1
0 =
20
430
269
6910
73.0
1010
1072
1171
2011
2028
3024
317
7710
0.0
* M
ovem
ent
eith
er a
xial
or
late
ral f
or 1
000
cycl
es,
at 2
0°C
29.3_UK_Kap_06T12-EXF.qxp:Kap_6_12_EXF_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 257
258
50EX
W±
40
= 8
0±
25
= 5
030
012
880
.050
542
2310
0.9
65±
47
= 9
4±
23
= 4
630
013
410
2.5
6569
223
151.
080
± 4
9 =
98
± 2
3 =
46
300
134
116.
080
842
3124
1.2
100
± 5
0 =
100
± 1
8 =
36
300
134
141.
010
010
42
3239
1.7
125
± 5
6 =
112
± 1
8 =
36
300
146
169.
012
512
92
3046
2.0
150
± 5
9 =
118
± 1
6 =
32
300
144
200.
015
015
42
2964
2.4
175
± 5
9 =
118
± 1
3 =
26
300
140
228.
017
517
92
2988
2.7
200
± 5
9 =
118
± 1
2 =
24
300
142
253.
020
020
42
3212
13.
225
0±
60
= 1
20±
10
= 2
030
013
630
9.5
250
254
234
201
4.1
300
± 5
9 =
118
± 8
= 1
630
013
036
3.0
300
304
234
316
4.8
350
± 6
0 =
120
± 7
,5 =
15
300
132
395.
035
035
63
3839
66.
7
400
± 6
3 =
126
± 7
= 1
430
013
644
7.0
400
406
337
475
7.6
450
± 7
7 =
154
± 1
4 =
28
420
252
502.
044
945
74
6130
513
.7
500
± 8
1 =
162
± 1
4 =
28
420
256
554.
050
050
84
6135
415
.3
600
± 6
5 =
130
± 9
= 1
842
024
865
8.0
602
610
413
011
3321
.0
700
± 6
4 =
128
± 7
= 1
442
023
876
1.5
703
711
414
519
0225
.0
750
± 6
4 =
128
± 6
= 1
242
021
882
4.0
750
758
414
425
7427
.5
BO
A T
ype
EX
WP
N2.
5
Mov
emen
t*Be
llow
sW
eld
end
Axial
Lateral
Total length
Active length
Thickness
Outside ∅
Clearance ∅
Outside ∅
Axial
Lateral
Weight
DNTy
pe
TLAI
dadm
des
CxCy
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
N/m
mkg
EXW
Exec
utio
n EX
W (p
age
117)
Sprin
g ra
te
�30
%
29.3_UK_Kap_06T12-EXF.qxp:Kap_6_12_EXF_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 258
259
800
± 6
9 =
138
± 7
= 1
442
024
486
6.0
805
813
414
423
0428
.5
900
± 6
6 =
132
± 6
= 1
242
022
496
9.0
906
914
416
137
8232
.5
1000
± 7
0 =
140
± 5
= 1
042
022
810
73.0
1008
1016
416
244
7036
.0
pre
ferr
ed s
erie
s*
Mov
emen
t ei
ther
axi
al o
r la
tera
l for
100
0 cy
cles
, at
20°
C
29.3_UK_Kap_06T12-EXF.qxp:Kap_6_12_EXF_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 259
260
50EX
UW±
27
= 5
4±
51
= 1
0239
717
352
79.8
5054
235
31.
165
± 3
5 =
70
± 1
07 =
214
556
331
5910
2.6
6569
230
21.
880
± 3
9 =
78
± 1
41 =
282
667
434
6711
6.0
8084
239
12.
5
100
± 3
8 =
76
± 1
13 =
226
657
431
6014
0.8
100
104
242
22.
812
5±
46
= 9
2±
100
= 2
0060
638
765
169.
012
512
92
363
3.6
150
± 5
0 =
100
± 8
6 =
172
594
368
7019
9.0
150
154
236
54.
417
5±
54
= 1
08±
71
= 1
4256
433
074
226.
417
517
92
337
5.8
200
± 5
9 =
118
± 6
7 =
134
562
328
7625
3.0
200
204
233
96.
325
0±
64
= 1
28±
58
= 1
1656
932
283
309.
025
025
42
3213
8.3
300
± 4
3 =
86
± 3
6 =
72
586
347
6936
2.0
300
304
294
449.
035
0±
47
= 9
4±
35
= 7
058
434
472
396.
035
025
63
8952
11.2
400
± 4
9 =
98
± 3
3 =
66
585
346
7544
8.0
400
406
389
6612
.045
0±
51
= 1
02±
25
= 5
054
429
977
502.
044
945
74
9211
512
.8
500
± 3
2 =
64
± 2
0 =
40
600
378
5855
4.0
500
508
423
823
114
.4
600
± 3
5 =
70
± 1
7 =
34
596
363
6165
8.0
602
610
423
835
718
.4
700
± 3
8 =
76
± 1
5 =
30
580
335
6376
2.0
703
711
424
257
021
.6
750
± 3
8 =
76
± 1
2 =
24
568
309
5982
4.0
750
758
424
078
523
.2
BO
A T
ype
EX
UW
PN
2.5
Mov
emen
t*Be
llow
sW
eld
end
Sprin
g ra
te�
30%
Axial
Lateral
Total length
Center-to-center distanceor the bellows
Active length
Clearance ∅
Thickness
Outside ∅
Outside ∅
Axial
Lateral
Weight
DNTy
pe
TLBm
AIda
dmde
sCx
Cym
mm
mm
mm
mm
mm
mm
mm
mm
mm
N/m
mN/
mm
kg
EXUW
Exec
utio
n EX
UW (p
age
117)
29.3_UK_Kap_06T12-EXF.qxp:Kap_6_12_EXF_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 260
261
800
± 4
1 =
82
± 1
2 =
24
549
308
6586
6.0
805
813
424
086
729
.6
900
± 4
4 =
88
± 1
0 =
20
539
276
6796
9.0
906
914
424
213
5532
.8
1000
± 4
6 =
92
± 1
0 =
20
530
269
6910
73.0
1008
1016
424
317
7736
.0
* M
ovem
ent
eith
er a
xial
or
late
ral f
or 1
000
cycl
es,
at 2
0°C
29.3_UK_Kap_06T12-EXF.qxp:Kap_6_12_EXF_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 261
(pag
e 11
8)
262
1/2
"16
2545
250
190
3016
2335
110
4.5
0.6
3/4
"16
2545
250
190
3020
2743
120
7.5
0.9
1"16
2545
250
190
3025
3448
130
9.5
1.0
1 1/
4 "
1625
4525
019
030
3542
6214
018
.01.
51
1/2
"10
2545
260
190
3540
4868
200
21.0
1.9
2"10
2545
260
190
3553
6085
220
31.0
2.6
BO
A S
mal
l exp
ansi
on
join
t Ty
pe
Za
Movement at 5000full load cycles
Movement at 1000full load cycles
Total length
Dimensions
Diameter
Spring rate± 30%*
Effective area
Weight
DNPN
TLB
Cd
DE
CxA
mm
mm
mm
mm
mm
mm
mm
mm
mN/
25m
mcm
2kg
usua
lly a
vaila
ble
fro
m s
tock
*sp
ring
rate
for
25m
m o
f co
mp
ress
ion
29.3_UK_Kap_06T13-KlKo.qxp:Kap_6_13_Kleinko_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 262
263
1/2
"16
2524
037
4214
1614
04.
60.
53/
4 "
1625
230
4651
1520
160
7.5
0.7
1"16
2523
050
5717
2518
09.
80.
91
1/4
"16
2525
064
7320
3619
017
.81.
21
1/2
"10
2525
070
7920
4021
021
.41.
4
2"10
2527
087
9825
5123
035
.72.
1
BO
A S
mal
l exp
ansi
on
join
t Ty
pe
Ga
Movement(compression)
Total length
Jaw span
Dimensions
Spring rate± 30%*
Effective area
Weight
DNPN
TLSW
BC
dCx
Am
mm
mm
mm
mm
mm
mm
N/25
mm
cm2
kg
usua
lly a
vaila
ble
fro
m s
tock
*sp
ring
rate
for
25m
m o
f co
mp
ress
ion
(pag
e 11
9)
29.3_UK_Kap_06T13-KlKo.qxp:Kap_6_13_Kleinko_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 263
(pag
e 12
0)
264
1516
1816
419
852
1215
1836
524.
00.
5318
1618
168
206
5414
1821
4166
5.5
0.67
2216
1817
820
857
1722
2545
887.
40.
8128
1618
183
215
6020
2831
5410
011
.31.
24
3516
2529
022
565
2535
4070
110
17.2
1.93
4216
2530
523
471
2942
4780
170
25.3
2.45
BO
A S
mal
l exp
ansi
on
join
t Ty
pe
I
Movement(compression)
Total length
Dimensions
Diameter
Spring rate± 30%*
Effective area
Weight
DNPN
TLB
CF
dD
ECx
Am
mm
mm
mm
mm
mm
mm
mm
mm
N/25
mm
cm2
kg
usua
lly a
vaila
ble
fro
m s
tock
*sp
ring
rate
for
25m
m o
f co
mp
ress
ion
29.3_UK_Kap_06T13-KlKo.qxp:Kap_6_13_Kleinko_Tab_UK.qxp 30.10.2009 14:54 Uhr Seite 264
265
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(pag
e 12
1)
266
BO
A A
xial
ste
el e
xpan
sio
n jo
int
Typ
e 71
79 0
0X M
S/M
EP
N16
Nominal axial movement capacity
Total length
Weight
Effective area
Axial spring rate
Outside ∅
Outside ∅
DN
Bl g
es∅
DM
S
ME
MS
M
Em
∅Da
Acx
mm
mm
mm
kgm
mcm
2N/
mm
1225
323
380.
635
6.4
4348
438
380.
835
6.4
2274
543
381.
134
6.0
24
1525
325
3
2838
4
00.
635
6.4
4348
440
4
4338
4
00.
835
6.4
2274
545
381.
134
6.0
24
1825
278
33
438
4
00.
635
6.4
4348
393
44
938
4
00.
835
6.4
2274
498
381.
134
6.0
24
2225
270
38
40
0.6
356.
443
4838
538
4
00.
835
6.4
2274
490
381.
134
6.0
24
2828
301
45
48.3
0.8
429.
489
5044
645
48
.31.
342
9.4
4472
486
45
48.3
1.4
419.
127
3528
334
56
57
1.2
5115
.084
5249
456
5
72.
051
15.0
4274
529
562.
251
14.7
37
Bello
ws
29.3_UK_Kap_06T14-Axial.qxp:Kap_6_14_axial_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 266
267
4229
342
62
63.
51.
558
19.5
9053
507
62
63.
52.
358
19.5
4575
592
62
63.
52.
857
19.1
40
5438
399
802.
474
31.8
9972
559
803.
674
31.8
5012
075
480
5.2
7430
.936
6544
486
101.
63.
994
52.4
133
8272
610
1.6
6.4
9452
.467
8046
508
114.
34.
710
567
.514
685
748
114.
37.
810
567
.573
120
888
114.
311
.210
465
.271
100
5759
514
48.
013
611
4.0
216
105
910
144
13.4
136
114.
010
816
011
4014
420
.413
511
0.0
87
29.3_UK_Kap_06T14-Axial.qxp:Kap_6_14_axial_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 267
268
61`
`28
± 8
.5±
0.6
514
883
0.6
9.5
4516
1 1/
4``
32±
8.5
± 0
.715
889
0.9
15.0
4221
1 1/
2``
33±
8.5
± 0
.717
095
1.2
19.5
4525
2``
41±
10.
0±
0.8
201
114
1.8
32.0
6138
101/
2``
16±
4.5
± 0
.35
109
560.
35.
542
193/
4``
20±
6.0
± 0
.45
124
650.
46.
454
231`
`26
± 8
.0±
0.5
515
287
0.6
9.5
9832
1 1/
4``
28±
8.5
± 0
.65
167
980.
915
.083
341
1/2`
`29
± 8
.5±
0.6
579
104
1.2
19.5
8941
2``
37±
9.5
± 0
.75
207
120
1.9
32.0
105
59
61`
`28
± 8
.5±
0.6
514
683
0.7
9.5
4516
1 1/
4``
32±
8.5
± 0
.715
689
1.0
15.0
4221
1 1/
2``
33±
8.5
± 0
.716
895
1.4
19.5
4525
2``
41±
10.
0±
0.8
199
114
2.1
32.0
6138
101/
2``
10±
3.0
± 0
.25
9445
0.2
2.6
5612
3/4`
`20
± 6
.0±
0.4
512
265
0.5
6.4
5423
1``
26±
8.0
± 0
.55
150
870.
79.
598
321
1/4`
`28
± 8
.5±
0.6
516
598
1.1
15.0
8334
1 1/
2``
29±
8.5
± 0
.65
177
104
1.4
19.5
8941
2``
37±
9.5
± 0
.75
205
120
2.1
32.0
105
59
BO
A A
xial
ste
el e
xpan
sio
n jo
int
Typ
e 71
60/7
162
00S
-TI/
RI
Nom
inal
mov
emen
t cap
acity
1)
Sprin
g ra
te2)
�axaxial
�lat lateral
Total length
Effectivearea
Weight
All-aroundvibration
Female thread(DIN 2999)
Installationlength bellows
Axialspringrate
Lateralspringrate
PNTy
peDN
BL g
esBL
mA
C xC y
mm
mm
mm
mm
mm
kgcm
2N/
mm
N/m
m
7160 00S-TI 7160 00S-RI
Type
716
0 (p
age
122)
Type
716
2 (p
age
123)
Bello
ws
29.3_UK_Kap_06T14-Axial.qxp:Kap_6_14_axial_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 268
269
101/
2``
16-
± 0
.35
119
660.
45.
537
.0-
3/4`
`20
-±
0.4
512
970
0.5
6.4
48.0
-1`
`26
-±
0.5
515
287
0.7
9.5
98.0
-1
1/4`
`28
-±
0.6
516
798
1.0
15.0
83.0
-1
1/2`
`29
-±
0.6
517
910
41.
519
.589
.0-
2``
37-
± 0
.75
207
120
2.4
32.0
105.
0-
101/
2``
10-
± 0
.25
9950
0.2
2.6
50.0
-3/
4``
20-
± 0
.45
127
700.
66.
448
.0-
1``
26-
± 0
.55
150
870.
89.
598
.0-
1 1/
4``
28-
± 0
.65
165
981.
215
.083
.0-
1 1/
2``
29-
± 0
.65
177
104
1.5
19.5
89.0
-2`
`37
-±
0.7
520
512
02.
732
.010
5.0
-
1)Th
ese
valu
es a
re e
ither
axi
al,
or la
tera
l, or
as
vib
ratio
n2)
Div
erge
nce
±30
%
7162 00S-TI 7162 00S-RI
29.3_UK_Kap_06T14-Axial.qxp:Kap_6_14_axial_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 269
61`
`28
± 8
.5±
0.6
519
483
0.7
9.5
4516
1 1/
4``
32±
8.5
± 0
.720
889
1.1
15.0
4212
1 1/
2``
33±
8.5
± 0
.722
295
1.4
19.5
4525
2``
41±
10.
0±
0.8
259
114
2.0
32.0
6138
103/
4``
20±
6.0
± 0
.45
166
650.
56.
454
231`
`26
± 8
.0±
0.5
519
887
0.7
9.5
9832
1 1/
4``
28±
8.5
± 0
.65
217
981.
115
.083
341
1/2`
`29
± 8
.5±
0.6
523
110
41.
419
.589
412`
`37
± 9
.5±
0.7
526
512
02.
132
.010
559
61`
`28
± 8
.5±
0.6
518
683
0.7
9.5
4516
1 1/
4``
32±
8.5
± 0
.719
289
1.1
15.0
4221
1 1/
2``
33±
8.5
± 0
.720
895
1.4
19.5
4525
2``
41±
10.
0±
0.8
241
114
2.0
32.0
6138
103/
4``
20±
6.0
± 0
.45
154
650.
56.
454
231`
`26
± 8
.0±
0.5
519
087
0.7
9.5
9832
1 1/
4``
28±
8.5
± 0
.65
201
981.
115
.083
341
1/2`
`29
± 8
.5±
0.6
521
710
41.
419
.589
412`
`37
± 9
.5±
0.7
524
712
02.
132
.010
559
103/
4``
20-
± 0
.45
171
700.
66.
448
.0-
1``
26-
± 0
.55
198
870.
89.
598
.0-
270
BO
A A
xial
ste
el e
xpan
sio
n jo
int
Typ
e 71
60/7
162
00S
-TA
/RA
PNTy
peDN
BL g
esBL
mA
C xC y
mm
mm
mm
mm
mm
kgcm
2N/
mm
N/m
m
Type
716
0 (p
age
122)
Type
716
2 (p
age
123)
7160 00S-RA7160 00S-TA
Nom
inal
mov
emen
t cap
acity
1)
Sprin
g ra
te2)
�axaxial
�lat lateral
Total length
Effectivearea
Weight
All-aroundvibration
Male thread(DIN 2999)
Installationlength bellows
Axialspringrate
Lateralspringrate
Bello
ws
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1 1/
4``
28-
± 0
.65
217
981.
315
.083
.0-
1 1/
2``
29-
± 0
.65
231
104
1.7
19.5
89.0
-2`
`37
-±
0.7
526
512
02.
632
.010
5.0
-
103/
4``
20-
± 0
.45
159
700.
66.
448
.0-
1``
26-
± 0
.55
190
870.
89.
598
.0-
1 1/
4``
28-
± 0
.65
201
981.
315
.083
.0-
1 1/
2``
29-
± 0
.65
217
104
1.7
19.5
89.0
-2`
`37
-±
0.7
524
712
02.
632
.010
5.0
-
1)Th
ese
valu
es a
re e
ither
axi
al,
or la
tera
l, or
as
vib
ratio
n2)
Div
erge
nce
±30
%
716200S-TA
7162 00S-RA
271
29.3_UK_Kap_06T14-Axial.qxp:Kap_6_14_axial_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 271
272
1015
10±
3.0
± 0
.25
9845
0.2
2.6
5612
1810
± 3
.0±
0.2
598
450.
22.
656
1222
20±
6.0
± 0
.45
122
650.
56.
454
2328
20±
6.0
± 0
.45
124
650.
56.
454
2335
26±
8.0
± 0
.55
150
870.
79.
598
32
1015
10-
± 0
.25
103
500.
22.
650
.0-
1810
-±
0.2
510
350
0.2
2.6
50.0
-22
20-
± 0
.45
127
700.
66.
448
.0-
2820
-±
0.4
512
970
0.6
6.4
48.0
-35
26-
± 0
.55
156
870.
89.
598
.0-
BO
A A
xial
ste
el e
xpan
sio
n jo
int
Typ
e 71
60/7
162
00S
-LF
PNTy
peDN
BL g
esBL
mA
C xC y
mm
mm
mm
mm
mm
kgcm
2N/
mm
N/m
m
7160 00S-LF 7162 00S-LF
1)Th
ese
valu
es a
re e
ither
axi
al,
or la
tera
l, or
as
vib
ratio
n2)
Div
erge
nce
±30
%
Type
716
0 (p
age
124)
Type
716
2 (p
age
124)
Nom
inal
mov
emen
t cap
acity
1)
Sprin
g ra
te2)
�axaxial
�lat lateral
Total length
Effectivearea
Weight
All-aroundvibration
Installationlength bellows
Axialspringrate
Lateralspringrate
Bello
ws
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274
7 Vibration absorbers
With regard to sound retension and vibration absorption we take up the topicof mechanical oscillation within the range of frequency up to the audible limit.
Mechanical oscillations are generated in aggregates and transferred by themedium. However, they are mainly transferred over the pipes throughout theentire pipeline system. Vibrations spread in this way are considered as annoy-ing disturbance by the surrounding environment, and on the other hand thematerials subjected to such vibrations are highly stressed.
In pipelines which are laid without sound retension or vibration absorbers, breakages and stoppages can, therefore, occur very soon, endangering theoperational safety and the economic efficiency of the plant.
BOA vibration absorbers are used where pipelines and installations are to beprotected against vibrations/ oscillations or tensions. The use of BOA vibra -tion absorbers improves the operating stability, the life time and the comfortof your installations.
Vibration absorbers and soundretension expansion joints are veryflexible pipeline elements which,due to their design, can reduce apart of the energy of a vibratingsystem. The opposite picture showsthe oscillogram of such a reducedvibration.
7.1 General
Spectrum of mechanical oscillation
Frequency v in Hz
Earth-quake
Ground vibrations
Infrasonic sound
Lower audible limit
16 Hz
Piano
Audible sound
Standard pitch
440 Hz
Upperaudible limit20.000 Hz
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275
BOA vibration absorbers are successfully used in the following areas:• connection of pipelines to rotating and oscillating machines• pumps, compressors, engines, burners, etc. • domestic installations, industrial plants• heating installations, climate control units, ventilating fans, heat recovery
equipment• gas and water plants, sewage installations
7.2 Technical data• Two different types are available, Alpha-C without longitudinal limit bars,
Epsilon-C provided with limit bars.• Design of the basic element according to our long proved BOA practice as
multi-layered bellows made of high-grade chrome-nickel steel (up to PN 16:all layers in 1.4571; PN 25: inner and outer layer in 1.4571, intermediate layers in 1.4541)
• The multi-ply execution guarantees soft bellows of high flexibility (low springrate) with optimal absorbing capacity – at least equal in effectiveness com-pared with rubber expansion joints but with a sensibly longer life span.
• Thanks to the high-grade quality of the bellows material, BOA vibrationabsorbers are suitable for high media or ambient temperature from – 180°Cup to + 550°C (for temperatures over 120°C ask for metal cushions for thelimit bars instead of rubber).
• Almost all types are provided with vanstoned movable flanges ensuringeasy installation and no contact of the medium with the carbon steel flanges but with the stainless / austenitic steel bellows material only.
• Flanges (and tie-bars of the type Epsilon-C) are made of carbon steel andare galvanized and passivated (except for Epsilon PN 25).
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276
7.3 Sound absorbing expansion joints
Type 7951 00S • Sound absorbing expansion joint: bellows and borders in 1.4571 (up to DN
50), in 1.4541 (from DN 65); both sides movable flanges made of carbon steel, with inner sleeve made of wire tissue (up to DN 150)(DVGW approved: from DN 20 up to DN 150)
(bis DN50) ohr aus
(bis DN50), stangen DN150), nur
Alpha-C Epsilon-C
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277
page
BOA ALPHA-C 278
BOA EPSILON-C 280
BOA Sound absorbing expansion joint Type 7951 00S 282
BOA Sound absorbing expansion joint Type 7951 DFS 284
7.4 Tables standard programme
Type 7951 DFS • Sound absorbing expansion joint: bellows and borders in 1.4571 (up to DN
50), in 1.4541 (from DN65); both sides movable flanges made of carbon steel, with carbon steel tie rods, with inner sleeve made of wire tissue (up to DN 150), only for vibration absorption.(DVGW approved: from DN 20 up to DN 150)
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(pag
e 27
6)
278
4013
093
68.0
5068
130
1410
04
1477
3527
.42.
450
130
9381
.060
8014
014
110
414
5745
40.7
3.0
6513
091
103.
580
104
160
1413
04
1457
7768
.53.
580
130
7511
8.0
9012
019
016
150
418
5113
886
.65.
810
013
080
139.
011
014
421
016
170
418
4814
512
9.4
7.0
125
130
7716
8.5
137
174
240
1820
08
1858
290
188.
69.
215
013
072
195.
016
120
026
520
225
818
9877
026
6.0
12.0
617
513
064
228.
019
023
029
522
255
8M
16
100
983
347.
013
.520
013
062
250.
021
325
632
022
280
818
9812
2843
7.4
17.3
250
130
6330
4.0
263
308
375
2433
512
1812
127
9566
2.3
22.8
300
130
6335
6.0
313
361
440
2439
512
2213
243
4492
8.3
31.5
350
200
127
397.
035
040
049
026
445
1222
153
1721
1086
.944
.540
020
012
744
9.0
400
453
540
2849
516
2215
221
9914
05.3
53.4
450
200
127
503.
045
350
859
528
550
1622
151
2761
1787
.061
.650
020
012
755
5.0
503
558
645
3060
020
2217
338
4521
89.6
71.2
200
130
6525
4.0
213
256
340
2629
58
2216
224
2044
1.8
24.9
250
130
5830
8.0
263
308
395
2835
012
2217
048
0067
2.4
34.8
300
130
5935
9.0
313
360
445
2840
012
2220
063
8092
8.3
39.2
1035
020
011
939
8.0
350
400
505
3046
016
2224
030
4610
86.9
57.4
400
200
119
450.
040
045
356
532
515
1626
239
3889
1405
.372
.8
BO
A A
LPH
A-C
Bello
ws
Flan
ge**
Total length
Active length
Outside ∅
Clearance ∅
Raised face ∅
Outside ∅
Thickness
Bolt circle ∅
Axial
Lateral
Effective area
Weight
Number of holes
Hole ∅or thread
TLAI
dadm
gD
bk
nd
CxCy
Am
mm
mm
mm
mm
mm
mm
mm
mm
mm
N/m
mN/
mm
cm2
kg
PNDN
Sprin
g ra
te±
30%
29.3_UK_Kap_07T01-ALPHA.qxp:Kap_7_04_ALPHA C_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 278
279
450
200
119
505.
045
350
861
532
565
2026
298
6144
1787
.083
.850
020
011
955
6.0
503
558
670
3462
020
2630
977
6521
85.4
98.5
4013
087
69.0
5068
150
1611
04
1813
386
29.8
4.3
5013
083
82.0
6080
165
1812
54
1813
913
342
.05.
965
130
8310
5.0
8010
418
518
145
418
130
244
70.3
7.1
8013
079
118.
090
120
200
2016
08
1812
029
688
.68.
510
013
071
141.
011
014
422
022
180
818
114
476
131.
911
.012
513
070
172.
013
717
425
024
210
818
155
910
191.
615
.215
013
070
197.
516
120
028
524
240
822
148
1175
269.
318
.516
175
130
6622
9.0
190
230
315
2627
08
2221
826
2035
4.3
23.8
200
130
6225
3.0
213
256
340
2629
512
2231
455
8544
5.6
25.5
250
130
5530
6.5
263
308
405
3235
512
2649
814
593
672.
440
.030
013
049
361.
031
336
146
032
410
1226
570
2952
592
8.3
47.7
350
200
101
399.
035
040
052
036
470
1626
437
7537
1086
.977
.540
020
010
145
2.0
400
453
580
3852
516
3051
011
293
1405
.399
.145
020
010
150
6.0
453
508
640
4258
520
3050
614
121
1787
.012
5.0
500
200
101
556.
050
355
871
544
650
2033
771
2612
421
81.3
159.
2
pre
ferr
ed s
erie
s**
= s
tand
ard
exe
cutio
n ga
lvan
ized
and
pas
siva
ted
29.3_UK_Kap_07T01-ALPHA.qxp:Kap_7_04_ALPHA C_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 279
280
4013
097
6750
6818
02
x 12
211
130
1210
04
1435
3.5
5013
097
8160
8018
02
x 12
221
140
1211
04
1445
3.7
6513
083
104
8010
418
02
x 12
241
160
1213
04
1494
4.5
8013
079
117
9011
818
02
x 12
271
190
1415
04
1812
16.
510
013
089
142
110
142
180
2 x
1229
121
014
170
4M
16
190
7.6
125
130
8917
013
717
218
02
x 12
323
240
1620
08
1824
99.
715
013
074
200
161
198
200
2 x
1639
026
518
225
818
734
14.4
617
513
074
228
190
228
200
2 x
1642
029
520
255
8M
16
983
18.0
200
130
7325
421
525
420
02
x 16
445
320
2028
08
M 1
612
2819
.725
013
065
310
268
308
200
3 x
1650
1-
2233
512
M 1
627
9528
.730
013
071
365
318
361
200
3 x
1656
6-
2239
512
M 2
031
9035
.935
020
012
739
735
040
029
04
x 16
-62
022
445
1222
1721
80.0
400
200
127
449
400
453
290
4 x
16-
670
2249
516
2221
9988
.445
020
012
750
345
350
829
06
x 16
725
-22
550
1622
2761
100.
050
020
012
755
550
355
829
06
x 16
775
-22
600
2022
3845
107.
8
200
130
6925
621
525
420
03
x 16
466
-25
295
8M
20
2060
30.8
250
130
6531
226
830
820
04
x 16
-39
525
350
12M
20
4694
43.0
300
130
6236
531
836
120
06
x 16
570
-26
400
12M
20
1008
473
.210
350
200
119
398
350
400
290
6 x
1663
5-
2546
016
2230
4696
.040
020
011
945
040
045
329
08
x 16
695
-25
515
1626
3889
111.
3
BO
A E
PS
ILO
N-C
Bello
ws
Tie
rod
Total length
Active length
Outside ∅
Clearance ∅
Raised face ∅
Length
Number xthread
Largest flangedimension
Bolt circle ∅
Number of holes
∅ Hole or thread
Lateralspring rate±30%
Weight
Width
Thickness
TLAI
dadm
gL
n x
MD
Bb
kn
dCy
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mN/
mm
kg
PNDN
Flan
ge**
(pag
e 27
6)
29.3_UK_Kap_07T01-ALPHA.qxp:Kap_7_04_ALPHA C_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 280
281
450
200
119
505
453
508
290
10 x
16
745
-25
565
2026
6144
125.
750
020
011
955
650
355
829
012
x 1
680
0-
2562
020
2677
6514
1.4
4013
087
6950
6818
02
x 12
231
150
1611
04
1886
5.8
5013
082
8360
8018
02
x 12
246
165
1812
54
1813
37.
365
130
8210
580
104
180
2 x
1226
618
518
145
418
244
8.4
8013
078
119
9011
818
02
x 12
281
200
2016
08
1829
610
.110
013
078
143
112
142
200
2 x
1634
722
020
180
818
476
13.7
125
130
7317
213
717
220
02
x 16
377
250
2221
08
1888
118
.215
013
073
202
165
198
200
3 x
1641
3-
2224
08
M 2
012
8523
.316
175
130
6623
019
022
820
03
x 16
443
-25
270
8M
20
2665
30.3
200
130
6325
721
525
420
04
x 16
-35
026
295
12M
20
5585
36.9
250
130
6231
226
830
820
06
x 16
532
532
2635
512
M 2
413
224
70.4
300
130
5236
531
836
120
08
x 16
587
587
3041
012
M 2
430
167
95.1
350
200
101
399
350
400
290
8 x
1665
0-
3047
016
2675
3712
4.4
400
200
101
452
400
453
290
12 x
16
710
-30
525
1630
1129
314
6.9
450
200
101
506
453
508
290
15 x
16
770
-30
585
2030
1412
116
9.7
500
200
101
556
503
558
290
16 x
16
845
-30
650
2033
2612
421
3.2
4013
084
6850
*18
82
x 12
245
150
1511
04
1811
36.
150
122
8281
60*
188
2 x
1226
016
515
125
418
194
6.8
8016
011
010
890
*22
82
x 12
285
200
2016
08
1824
012
.510
016
011
014
611
2*
250
2 x
1637
523
520
190
822
392
18.3
25*
125
170
110
174
137
*25
03
x 16
400
400
2022
08
2646
340
.615
016
011
020
416
5*
250
3 x
1643
043
020
250
826
795
45.7
200
170
120
259
215
*25
06
x 16
490
490
2031
012
2615
0158
.225
018
011
431
726
8*
270
8 x
1655
555
529
370
1230
2325
100.
630
018
310
536
931
5*
270
9 x
1661
061
034
430
1630
5580
131.
9
pre
ferr
ed s
erie
s*
= w
eld
ed e
xecu
tion
** =
sta
ndar
d e
xecu
tion
galv
aniz
ed a
nd p
assi
vate
d
29.3_UK_Kap_07T01-ALPHA.qxp:Kap_7_04_ALPHA C_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 281
(pag
e 27
6)
282
2013
± 0
.713
01.
334
6.3
4525
14±
0.7
140
1.8
429.
580
3215
± 0
.715
02.
251
15.0
7540
15±
0.8
155
2.5
5820
.010
06
5020
± 1
.118
02.
874
32.0
9565
20±
1.1
200
4.5
9353
.013
080
22±
1.1
200
6.0
105
68.0
140
100
22±
0.8
200
6.6
130
110.
016
012
525
± 1
.125
010
.215
816
0.0
220
150
28±
1.0
250
11.4
187
230.
025
0
2013
± 0
.713
51.
934
6.3
4525
14±
0.7
145
2.4
429.
580
1032
15±
0.7
155
3.4
5115
.075
4015
± 0
.816
03.
958
20.0
100
5020
± 1
.118
55.
474
32.0
95
2010
± 0
.412
01.
934
6.3
5525
10±
0.4
125
2.4
429.
511
032
11±
0.5
135
3.4
5115
.095
4011
± 0
.414
03.
958
20.0
110
1650
15±
0.6
160
5.2
7432
.012
0
So
und
ab
sorb
ing
exp
ansi
on
join
t Ty
pe
7951
00S
Nominal axialmovement capacity
All-aroundvibration
2)
Total length
Weight
Axialspring rate
1)
Flange connectiondimension
Outside ∅
Effective area
±
ax±
Blm
∅ D
aA
Cx
mm
mm
mm
kgm
mcm
2 N/
mm
PNDN
Bello
ws
DIN 2501
29.3_UK_Kap_07T01-ALPHA.qxp:Kap_7_04_ALPHA C_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 282
283
6520
± 1
.120
56.
493
53.0
130
8022
± 1
.121
08.
010
568
.014
010
022
± 0
.821
08.
813
011
0.0
160
125
25±
1.1
260
13.2
158
160.
022
015
028
± 1
.026
015
.818
723
0.0
250
1) Di
verg
ence
±30
%2)
Thes
e va
lues
are
eith
er a
xial
or a
s a
vibr
atio
n
29.3_UK_Kap_07T01-ALPHA.qxp:Kap_7_04_ALPHA C_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 283
(pag
e 27
7)
284
20±
0.7
130
170
160
2.1
346.
325
± 0
.714
018
017
02.
742
9.5
32±
0.7
150
200
180
3.1
5115
.040
± 0
.815
521
018
03.
458
20.0
50±
1.1
180
240
210
4.4
7432
.06
65±
1.1
200
260
230
5.8
9353
.080
± 1
.120
029
023
08.
310
568
.010
0±
0.8
200
310
230
8.8
130
110.
012
5±
1.1
250
340
290
15.0
158
160.
015
0±
1.0
250
365
290
16.2
187
230.
0
20±
0.7
135
185
160
2.8
346.
325
± 0
.714
519
517
03.
342
9.5
1032
± 0
.715
522
018
04.
351
15.0
40±
0.8
160
230
190
4.8
5820
.050
± 1
.118
526
522
07.
174
32.0
20±
0.4
120
185
150
2.8
346.
325
± 0
.412
519
515
03.
342
9.5
32±
0.5
135
220
160
4.3
5115
.040
± 0
.414
023
017
04.
858
20.0
1650
± 0
.616
026
519
06.
874
32.0
So
und
ab
sorb
ing
exp
ansi
on
join
t Ty
pe
7951
DFS
Lateral vibration
Total length
Max. height
Max. length
Effective area
Flange connectiondimension
Weight
Outside ∅
±
BlD1
Lm
∅ D
aA
mm
mm
mm
mm
kgm
mcm
2
PNDN
Bello
ws
DIN 2501
29.3_UK_Kap_07T01-ALPHA.qxp:Kap_7_04_ALPHA C_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 284
285
65±
1.1
205
285
240
9.1
9353
.080
± 1
.121
030
024
011
.710
568
.010
0±
0.8
210
320
240
12.5
130
110.
012
5±
1.1
260
350
300
20.6
158
160.
015
0±
1.0
260
385
300
24.1
187
230.
0
29.3_UK_Kap_07T01-ALPHA.qxp:Kap_7_04_ALPHA C_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 285
286
8 Rubber expansion joints
8.1 GeneralRubber expansion joints can be used in all industrial applications such as:
• chemical plants• heating systems• air conditioning• ship building• pipeline construction
Due to their extensive chemical resistance, they can be used in pipelinesystems carrying various media such as:
• hot water• cool water• warm water• compressed air• cooling water• sea water• acid solutions• alkaline solutions• oil• oil-containing media• etc.
depending on the rubber quality (refer to material table 8.3).
Rubber expansion joints are particularly suited to:
• compensate mechanical vibrations• compensate axial and lateral movements• compensate installation misalignments • noise reduction
Rubber expansion joints with tie rods supported by rubber mountings areespecially suited to reduce noise and to compensate movements in plantswhere it is difficult to install pipe anchors to withstand pressure thrust.
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287
8.2 Technical dataThe bellows of rubber expansion joints consist of an inner and outer elastomerlayer and several intermediate layers made of Nylon-cord tissues.
The Nylon-cord or Aramid layers ensure high resistance against internal pres-sure and vacuum.
The rubber expansion joints with bellows type A, B, D and S are fitted with loose flanges; the bellows type A, B and D can also be equipped withscrewed sockets. The steelwire reinforced rims of the bellows with loose flange design have a sealing effect.
The rubber expansion joints with bellows type C have fully modeled rubberflanges with loose back flanges.
Types of bellows:
8.3 Materials
Rubber expansion joints can be run through by various media, if the maxi-mum permissible operating conditions are respected. The various types ofbellows and their various materials are suitable for the following flow media:
Bellows A (313) + D (323)
inner layer
reinforcement
outer layer
inner layer
reinforcement
outer layer
Chloroprene
Nylon-cord
Chloroprene
EPDMT
Nylon-cord spec.
EPDMT
black(point)
red(circle)
• cold and warm water• water with minor chemical
additives
• hot waterdesign test in accordancewith DIN 4809
Color code Media *) Composite Material
Type A (313) Type B (303) Type C Type D (323)
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inner layer
reinforcement
outer layer
inner layer
reinforcement
outer layer
PTFE
Nylon-cord
Chloroprene
EPDM
Nylon-cord
EPDM
brown(point)
• universal
Color code Media *) Composite Material
*) basic recommendation, if in doubt, ask for table of chemical resistances
Bellows B (303)
red(point)
• acidic water• waste water• hot water
• acidic water• waste water• hot water
*) basic recommendation, if in doubt, ask for table of chemical resistancesOther elastomer qualities on request.
Bellows C
288
inner layer
reinforcement
outer layer
inner layer
reinforcement
outer layer
inner layer
reinforcement
outer layer
EPDM
Nylon-cord
EPDM
Nitrile
Nylon-cord
Chloroprene
Hypalon
Nylon-cord
Chloroprene
green(point) • chemicals
*) basic recommendation, if in doubt, ask for table of chemical resistances**) according to KTW recommendation 1.3.13 Federal Health Administration
red(point)
yellow(point)
• acidic water• waste water• hot water
• oils• fuels• gases• drinking water **)
inner layer
reinforcement
outer layer
inner layer
reinforcement
outer layer
EPDM
Nylon-cord
EPDM
Nitrile
Nylon-cord
Chloroprene
red(point)
Color code Media *) Composite Material
yellow(point)
• oils• fuels• gases
29.3_UK_Kap_08.qxp:UK_02_Kap_08.qxp 30.10.2009 15:06 Uhr Seite 288
Bellows type B, D, C Bellows type A Permissible absolute DN 32 - DN 300 / 16 bar DN 25 – DN 500 / 16 barpressure (PN) DN 350 - DN 500 / 10 bar DN 25 – DN 250
DN 600 - DN 2000 / 5 bar *) according to DIN 48096 bar / 110°C10 bar / 100°C
Vacuum stability DN 32 - DN 150 / 0,6 bar DN 32 – DN 500pabs. DN 200 - DN 500 / 0,8 bar 0,1 bar at tR(at room temperature) DN 600 - DN 2000 / on request 0,4 bar up to 70°CPressure reduction up to 70°C � 100% PNat temperature from 70°C to 130°C � 70% PNTest pressure 1,5 x PNBursting pressure 3 x PN
289
nces
nces
These bellows types can be used at the following permissible pressure ranges:
The various bellows materials have the following permissible operating temperatures:
Rubber quality Color code Permissible operating temperature
Chloroprene
EPDMT
EPDM
Nitrile
Hypalon
EPDM withPTFE-coating
black -(point)
red -(circle)
red -(point)
yellow -(point)
green -(point)
brown -(point)
-10°C up to +70°Cshort term + 90°C
-10°C up to +90°C (short time 110°C)(from DN 600 up to 90°C)
-10°C up to +110°C
-10°C up to + 90°C
-10°C up to +110°C
-10°C up to +130°C
ncesration
8.4 Pressure and temperature
*) higher operating conditions on request
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8.5 Reductions
The movements given in the tablesare non concurrent movements. Themovement capacity is either axial orlateral or angular.
If concurrent movements occur (e.g.axial and lateral), the sum of the frac-tions of each movement must notexceed 100%.
The following combinations of con-current movements are permissible:• �ax expanded with lateral movement or• �ax expanded with angular rotation.
Example 1. Technical data
Type 3140 00S-A-EPDMnominal value �ax expanded = 10 mm �100%nominal value �lat = ± 15 mm �100%,if axial and lateral movements do not occur simultaneously.
2. Applicationactual value �ax expanded = 5 mm �50% of the axial nominal value,rest capacity for �lat = 50% of the nominal value, i.e., �lat = ±7,5 mm.Total capacity of the expansion joint = 100%
�lat. or �ang.
�ax
(exp
ande
d)
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Type 3140 00S-A-EPDMTType 3140 00S-D-EPDMTRubber expansion joint with loose flangesboth sides for axial or lateral movementcompensation or vibration absorption.
Type 3840 DFS-A-EPDMTType 3840 DFS-D-EPDMTRubber expansion joint with loose flangesboth sides and sound absorbing tie rodrestraint for lateral movement compensa-tion or vibration absorption.
MaterialsBellows: inner layer EPDM
outer layer EPDMreinforcement: Nylon-cord (special)
Flanges: carbon steel, galvanziedTie rods: carbon steel, galvanzied
(with rubber support)
Permissible operating conditionsOperating pressure:Absolute pressure max. 16 barVacuum on requestTemperature -10°C up to 110 °CTest pressure 1.5 x operating pressure
8.6 Type designation
Type 3140 00S-A-...Type 3140 00S-D-...Rubber expansion joint with loose flanges both sides for axial or lateralmovement compensation or vibrationabsorption.
Type 3840 DFS-A-...Type 3840 DFS-D-...Rubber expansion joint with loose flanges both sides and sound absorbingtie rod restraint for lateral movementcompensation or vibration absorption.
MaterialsBellows: Inner layer Outer layer
EPDM EPDMChloroprene ChloropreneNitrile ChloropreneReinforcement: Nylon-cord
Flanges: carbon steel, galvanizedTie rods: carbon steel, galvanized
(with rubber support)
Permissible operating conditionsOperating pressure:Absolute pressure max. 16 barVacuum on requstTemperature
-10°C up to 90 °C EPDM*-10°C up to 90 °C Nitrile-10°C up to 70 °C Chloroprene
Test pressure 1.5 x operating pressure(*short time 110 °C)
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292
In heating installations according to DIN 4809:10 bar up to max. 100°C6 bar up to max. 110°C
Type 3840 DFS-...
Type 3140 00S-B-PTFERubber expansion joint with loose flanges both sides for axial or lateralmovement compensation or vibrationabsorption.
Type 3840 DFS-B-PTFERubber expansion joint with loose flanges both sides and sound absorb -ing tie rod restraint for lateral move-ment compensation or vibrationabsorption.
Pressure reduction factorsup to 70°C: 100% PNfrom 70°C up to 110°C: 70% PN
Type 3140 00S-...
Type 3140 00S-B-EPDMRubber expansion joint with looseflanges both sides for axial or lateralmovement compensation or vibra -tion absorption.
Type 3840 DFS-B-EPDMRubber expansion joint with looseflanges both sides and sound ab -sorbing tie rod restraint for lateralmovement compensation or vibra -tion absorption.
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293
ording
oose lateral
vibration
oose absorb -
move-on
MaterialsBellows: inner layer EPDM
outer layer EPDMreinforcement: Nylon-cord
Flanges: carbon steel, galvanizedTie rods: carbon steel, galvanized
(with rubber support)
Permissible operating conditionsOperating pressure:Absolute pressure
max. 16 bar up to DN 300max. 10 bar up to DN 350
Vacuum on requestTemperature -10°C up to 90 °C*Test pressure 1.5 x operating pressure(*short time 110 °C)
Pressure reduction factorsup to 70°C: 100% PNfrom 70°C up to 110°C: 70% PN
MaterialsBellows: inner layer PTFE
outer layer Chloroprenereinforcement: Nylon-cord
Flanges: carbon steel, galvanziedTie rods: carbon steel, galvanzied
(with rubber support)
Permissible operating conditionsOperating pressure:Absolute pressure
max. 16 bar up to DN 150max. 10 bar up to DN 200
Vacuum DN 100 up to DN 150 pabs
0.6 barfrom DN 200 pabs 0.8 bar
Temperature -10°C up to 130 °CTest pressure 1.5 x operating pressure
Pressure reduction factorsup to 70°C: 100% PNfrom 70°C up to 110°C: 70% PN
Type 3140 00S-B-... Type 3840 00S-B-...
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Type 3160 00S-A-...Type 3160 00S-D-...Rubber expansion joint with screwedsockets (female thread) for axial or later -al movement compensation or vibrationabsorption.
MaterialsBellows: Inner layer: Outer layer:
EPDM EPDMChloroprene ChloropreneNitrile ChloropreneReinforcement: Nylon-cord
Screw connection: GGG-40, galvanzied
Permissible operating conditionsOperating pressureAbsolute pressure10 barVacuum on requestTemperature
-10°C up to 90°C - EPDM*-10°C up to 90°C - Nitrile-10°C up to 70°C - Chloroprene
Test pressure 1.5 x operating pressure(*short time 110°C)
Pressure reduction factorsup to 70°C: 100% PNfrom 70°C up to 110°C: 70% PN
Type 3160 00S-A-EPDMTType 3160 00S-D-EPDMTType 3160 00S-B-EPDMRubber expansion joint with screwedsockets (female thread) for axial or later -al movement compensation or vibrationabsorption.
MaterialsBellows: inner layer EPDM
outer layer EPDMreinforcement: Nylon-cord (special)
Screw connection: GGG-40 (galvanized)
Permissible operating conditionsOperating pressureAbsolute pressure 10 barVacuum on requestTemperature -10°C up to 110°CTest pressure 1.5 x operating pressure
In heating installations according toDIN 4809:10 bar up to max. 100°C6 bar up to max. 110°C
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Type 3160 00S-A-D-B...Execution A
Type 3160 00S-A-D-B...Execution B
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Type 3140 00S-C-...Rubber expansion joint with looseflanges both sides for axial or lateralmovement compensation or vibrationabsorption.
Execution with tie rod restraint onrequest.
MaterialsBellows: inner layer EPDM or Nitrile
outer layer EPDM or Nitrilereinforcement: Nylon-cord
Rubber flanges with loose back flanges made of carbon steel, galvanizedTIe rods: carbon steel, galvanzied
(with rubber support)
Permissible operating conditionsOperating pressureAbsolute pressure
max. 16 bar up to DN300max. 10 bar up to DN350
Vacuum on request
Temperature -10°C up to 90°CTest pressure 1,5 x operating pressure
Pressure reduction factorsup to 70°C: 90% PNfrom 70°C up to 90°C: 70% PN
Type 3140 00S-C-...
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297
Page
BOA Type 3140 00S-D-... / 3840 DFS-D... PN6 299PN10 300PN16 302
BOA Type 3140 00S-A-... / 3840 DFS-A... PN6 304PN10 305PN16 307
BOA Type 3140 00S-B-EPDM / 3840 DFS-B-EPDM PN6 309PN10 310PN16 312
BOA Type 3140 00S-B-PTFE / 3840 DFS-B-PTFE PN6 314PN10 315PN16 317
BOA Type 3140 00S-C-... PN6 318PN10 319
BOA Type 3160 00S-A-... / -D... PN10 320
BOA Type 3160 00S-B-EPDM PN10 321
8.7 Tables standard programme
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29.3_UK_Kap_08.qxp:UK_02_Kap_08.qxp 30.10.2009 15:07 Uhr Seite 298
299
Typ
e 31
40 0
0S-D
-.../
3840
DFS
-D-.
..P
N6
4031
4000
S-D
-12
25±
25
± 3
515
06.
575
34.5
6913
014
100
412
--38
40DF
S-D-
----
± 2
5--
150
6.5
7534
.569
235
1410
04
1218
8
5031
4000
S-D
-12
25±
25
± 3
515
07.
096
46.0
8714
014
110
412
--38
40DF
S-D-
----
± 2
5--
150
7.0
9646
.087
245
1411
04
1218
8
6531
4000
S-D
-12
25±
25
± 3
015
07.
511
566
.010
916
014
130
412
--38
40DF
S-D-
----
± 2
5--
150
7.5
115
66.0
109
265
1413
04
1218
8
8031
4000
S-D
-12
25±
25
± 3
015
07.
013
073
.511
819
016
150
416
--38
40DF
S-D-
----
± 2
5--
150
7.0
130
73.5
118
295
1615
04
1618
8
100
3140
00 S
-D-
1225
± 2
5±
25
150
8.5
154
99.0
147
210
1617
04
16--
3840
DFS-
D---
--±
25
--15
08.
515
499
.014
731
516
170
416
188
125
3140
00 S
-D-
1225
± 2
5±
20
150
11.0
176
124.
017
724
018
200
816
--38
40DF
S-D-
----
± 2
5--
150
11.0
176
124.
017
734
518
200
816
188
Nom
inal
mov
emen
t ca
paci
tyRu
bber
bel
low
sFl
ange
mm
mm
mm
°m
mm
mm
mm
mm
mm
mm
mm
mm
mm
mTL
Ada
dig
Db
kn
ML
Axialexpanded
Axial com -pressed
Lateral
Angular
Total length
Outside ∅
Inside ∅
Raised face ∅
Raised face
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Thread
Tie rods
Type
314
0 OO
S-...
(pag
e 29
2)Ty
pe 3
840
DFS-
... (p
age
292)
DNTy
pe
29.3_UK_Kap_08T01-DFS.qxp:Kap_8_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 299
300
Typ
e 31
40 0
0S-D
-.../
3840
DFS
-D-.
..P
N10
mm
mm
mm
°m
mm
mm
mm
mm
mm
mm
mm
mm
mm
mTL
Ada
dig
Db
kn
ML
4031
4000
S-D
-12
25±
25
± 3
515
06.
575
34.5
6915
016
110
416
--38
40DF
S-D-
----
± 2
5--
150
6.5
7534
.569
255
1611
04
1618
8
5031
4000
S-D
-12
25±
25
± 3
515
07.
096
46.0
8716
516
125
416
--38
40DF
S-D-
----
± 2
5--
150
7.0
9646
.087
270
1612
54
1618
8
6531
4000
S-D
-12
25±
25
± 3
015
07.
511
566
.010
918
516
145
416
--38
40DF
S-D-
----
± 2
5--
150
7.5
115
66.0
109
290
1614
54
1618
8
8031
4000
S-D
-12
25±
25
± 3
015
07.
013
073
.511
820
018
160
816
--38
40DF
S-D-
----
± 2
5--
150
7.0
130
73.5
118
305
1816
08
1618
8
100
3140
00 S
-D-
1225
± 2
5±
25
150
8.5
154
99.0
147
220
1818
08
16--
3840
DFS-
D---
--±
25
--15
08.
515
499
.014
732
518
180
816
188
125
3140
00 S
-D-
1225
± 2
5±
20
150
11.0
176
124.
017
725
018
210
816
--38
40DF
S-D-
----
± 2
5--
150
11.0
176
124.
017
737
518
210
816
190
150
3140
00 S
-D-
1225
± 2
5±
20
150
11.5
200
142.
020
228
518
240
820
--38
40DF
S-D-
----
± 2
5--
150
11.5
200
142.
020
241
018
240
820
190
200
3140
00 S
-D-
1225
± 2
5±
15
150
14.0
252
195.
026
334
020
295
820
--38
40DF
S-D-
----
± 2
5--
150
14.0
252
195.
026
346
520
295
820
190
Type
314
0 OO
S-...
(pag
e 29
2)Ty
pe 3
840
DFS-
... (p
age
292)
Nom
inal
mov
emen
t ca
paci
tyRu
bber
bel
low
sFl
ange
Axialexpanded
Axial com -pressed
Lateral
Angular
Total length
Outside ∅
Inside ∅
Raised face ∅
Raised face
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Thread
Tie rods
DNTy
pe
29.3_UK_Kap_08T01-DFS.qxp:Kap_8_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 300
301
250
3140
00 S
-D-
1225
± 2
5±
10
200
15.0
317
246.
032
339
522
350
1220
--38
40DF
S-D-
----
± 2
5--
200
15.0
317
246.
032
355
022
350
1220
250
300
3140
00 S
-D-
1225
± 2
5±
10
200
14.0
366
295.
037
244
526
400
1220
--38
40DF
S-D-
----
± 2
5--
200
14.0
366
295.
037
260
026
400
1220
250
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302
Typ
e 31
40 0
0S-D
-.../
3840
DFS
-D-.
..P
N16
4031
4000
S-D
-12
25±
25
± 3
515
06.
575
34.5
6915
016
110
416
--38
40DF
S-D-
----
± 2
5--
150
6.5
7534
.569
255
1611
04
1618
8
5031
4000
S-D
-12
25±
25
± 3
515
07.
096
46.0
8716
516
125
416
--38
40DF
S-D-
----
± 2
5--
150
7.0
9646
.087
270
1612
54
1618
8
6531
4000
S-D
-12
25±
25
± 3
015
07.
511
566
.010
918
516
145
416
--38
40DF
S-D-
----
± 2
5--
150
7.5
115
66.0
109
290
1614
54
1618
8
8031
4000
S-D
-12
25±
25
± 3
015
07.
013
073
.511
820
018
160
816
--38
40DF
S-D-
----
± 2
5--
150
7.0
130
73.5
118
305
1816
08
1618
8
100
3140
00 S
-D-
1225
± 2
5±
25
150
8.5
154
99.0
147
220
1818
08
16--
3840
DFS-
D---
--±
25
--15
08.
515
499
.014
732
518
180
816
188
125
3140
00 S
-D-
1225
± 2
5±
20
150
11.0
176
124.
017
725
018
210
816
--38
40DF
S-D-
----
± 2
5--
150
11.0
176
124.
017
737
518
210
816
190
150
3140
00 S
-D-
1225
± 2
5±
20
150
11.5
200
142.
020
228
518
240
820
--38
40DF
S-D-
----
± 2
5--
150
11.5
200
142.
020
241
018
240
820
190
200
3140
00 S
-D-
1225
± 2
5±
15
150
14.0
252
195.
026
334
020
295
1220
--38
40DF
S-D-
----
± 2
5--
150
14.0
252
195.
026
346
520
295
1220
190
mm
mm
mm
°m
mm
mm
mm
mm
mm
mm
mm
mm
mm
mTL
Ada
dig
Db
kn
ML
Type
314
0 OO
S-...
(pag
e 29
2)Ty
pe 3
840
DFS-
... (p
age
292)
Nom
inal
mov
emen
t ca
paci
tyRu
bber
bel
low
sFl
ange
Axialexpanded
Axial com -pressed
Lateral
Angular
Total length
Outside ∅
Inside ∅
Raised face ∅
Raised face
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Thread
Tie rods
DNTy
pe
29.3_UK_Kap_08T01-DFS.qxp:Kap_8_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 302
303
250
3140
00 S
-D-
1225
± 2
5±
10
200
15.0
317
246.
032
340
522
355
1224
--38
40DF
S-D-
----
± 2
5--
200
15.0
317
246.
032
356
022
355
1224
250
300
3140
00 S
-D-
1225
± 2
5±
10
200
14.0
366
295.
037
244
526
400
1220
--38
40DF
S-D-
----
± 2
5--
200
14.0
366
295.
037
262
526
400
1220
253
29.3_UK_Kap_08T01-DFS.qxp:Kap_8_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 303
304
Typ
e 31
40 0
0S-A
-.../
3840
DFS
-A-.
..P
N6
2531
40 0
0 S-
A-10
25±
15
± 2
013
06.
570
29.0
6410
016
754
10--
3840
DFS
-A-
----
± 1
5--
130
6.5
7029
.064
205
1675
410
168
3231
40 0
0 S-
A-10
25±
15
± 2
013
06.
570
29.0
6412
014
904
12--
3840
DFS
-A-
----
± 1
5--
130
6.5
7029
.064
225
1490
412
168
4031
40 0
0 S-
A-10
25±
15
± 2
013
08.
075
36.0
6913
014
100
412
--38
40 D
FS-A
---
--±
15
--13
08.
075
36.0
6923
514
100
412
168
5031
40 0
0 S-
A-10
25±
15
± 2
013
08.
595
47.5
8714
014
110
412
--38
40 D
FS-A
---
--±
15
--13
08.
595
47.5
8724
514
110
412
168
6531
40 0
0 S-
A-10
25±
15
± 2
013
09.
012
060
.010
916
014
130
412
--38
40 D
FS-A
---
--±
15
--13
09.
012
060
.010
926
514
130
412
168
8031
40 0
0 S-
A-10
25±
15
± 1
713
08.
513
075
.011
819
016
150
416
--38
40 D
FS-A
---
--±
15
--13
08.
513
075
.011
829
516
150
416
168
100
3140
00
S-A-
1025
± 1
5±
14
130
11.5
150
96.0
147
210
1617
04
16--
3840
DFS
-A-
----
± 1
5--
130
11.5
150
96.0
147
315
1617
04
1616
8
125
3140
00
S-A-
1525
± 1
5±
14
130
12.5
180
120.
017
724
018
200
816
--38
40 D
FS-A
---
--±
15
--13
012
.518
012
0.0
177
345
1820
08
1616
8
mm
mm
mm
°m
mm
mm
mm
mm
mm
mm
mm
mm
mm
mTL
Ada
dig
Db
kn
ML
Type
314
0 OO
S-...
(pag
e 29
2)Ty
pe 3
840
DFS-
... (p
age
292)
Nom
inal
mov
emen
t ca
paci
tyRu
bber
bel
low
sFl
ange
Axialexpanded
Axial com -pressed
Lateral
Angular
Total length
Outside ∅
Inside ∅
Raised face ∅
Raised face
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Thread
Tie rods
DNTy
pe
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305
Typ
e 31
40 0
0S-A
-.../
3840
DFS
-A-.
..P
N10
2531
40 0
0 S-
A-10
25±
15
± 2
013
06.
570
29.0
6411
516
854
12--
3840
DFS
-A-
----
± 1
5--
130
6.5
7029
.064
220
1685
412
168
3231
40 0
0 S-
A-10
25±
15
± 2
013
06.
570
29.0
6414
016
100
416
--38
40 D
FS-A
---
--±
15
--13
06.
570
29.0
6424
516
100
416
168
4031
40 0
0 S-
A-10
25±
15
± 2
013
08.
075
36.0
6915
016
110
416
--38
40 D
FS-A
---
--±
15
--13
08.
075
36.0
6925
516
110
416
168
5031
40 0
0 S-
A-10
25±
15
± 2
013
08.
595
47.5
8716
516
125
416
--38
40 D
FS-A
---
--±
15
--13
08.
595
47.5
8727
016
125
416
168
6531
40 0
0 S-
A-10
25±
15
± 2
013
09.
012
060
.010
918
516
145
416
--38
40 D
FS-A
---
--±
15
--13
09.
012
060
.010
929
016
145
416
168
8031
40 0
0 S-
A-10
25±
15
± 1
713
08.
513
075
.011
820
018
160
816
--38
40 D
FS-A
---
--±
15
--13
08.
513
075
.011
830
518
160
816
168
100
3140
00
S-A-
1025
± 1
5±
14
130
11.5
150
96.0
147
220
1818
08
16--
3840
DFS
-A-
----
± 1
5--
130
11.5
150
96.0
147
325
1818
08
1616
8
125
3140
00
S-A-
1525
± 1
5±
14
130
12.5
180
120.
017
725
018
210
816
--38
40 D
FS-A
---
--±
15
--13
012
.518
012
0.0
177
375
1821
08
1616
8
150
3140
00
S-A-
1520
± 1
5±
10
130
13.0
204
143.
020
228
518
240
820
--38
40 D
FS-A
---
--±
15
--13
013
.020
414
3.0
202
410
1824
08
2017
0
mm
mm
mm
°m
mm
mm
mm
mm
mm
mm
mm
mm
mm
mTL
Ada
dig
Db
kn
ML
Type
314
0 OO
S-...
(pag
e 29
2)Ty
pe 3
840
DFS-
... (p
age
292)
Nom
inal
mov
emen
t ca
paci
tyRu
bber
bel
low
sFl
ange
Axialexpanded
Axial com -pressed
Lateral
Angular
Total length
Outside ∅
Inside ∅
Raised face ∅
Raised face
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Thread
Tie rods
DNTy
pe
29.3_UK_Kap_08T01-DFS.qxp:Kap_8_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 305
306
Typ
e 31
40 0
0S-A
-.../
3840
DFS
-A-.
..P
N10
200
3140
00
S-A-
1520
± 1
5±
10
130
15.5
256
191.
026
334
020
295
820
--38
40 D
FS-A
---
--±
15
--13
015
.525
619
1.0
263
465
2029
58
2017
0
250
3140
00
S-A-
1515
± 1
5±
813
016
.531
024
3.5
323
395
2235
012
20--
3840
DFS
-A-
----
± 1
5--
130
16.5
310
244.
032
355
022
350
1220
170
300
3140
00
S-A-
1515
± 1
5±
813
015
.535
729
0.5
372
445
2640
012
20--
3840
DFS
-A-
----
± 1
5--
130
15.5
357
291.
037
260
026
400
1220
170
350
3140
00
S-A-
2535
± 1
5±
820
016
.042
533
8.0
422
505
2846
016
20--
3840
DFS
-A-
----
± 1
5--
200
16.0
425
338.
042
267
028
460
1620
253
400
3140
00
S-A-
2535
± 1
5±
820
016
.547
438
8.0
479
565
3251
516
24--
3840
DFS
-A-
----
± 1
5--
200
16.5
474
388.
047
973
032
515
1624
253.
0
450
3140
00
S-A-
2535
± 1
5±
820
017
.552
143
8.0
525
615
3456
520
24--
3840
DFS
-A-
----
± 1
5--
200
17.5
521
438.
052
578
034
565
2024
253
500
3140
00
S-A-
2535
± 1
5±
820
017
.556
948
4.0
576
670
3862
020
24--
3840
DFS
-A-
----
± 1
5--
200
17.5
569
484.
057
683
538
620
2024
253
mm
mm
mm
°m
mm
mm
mm
mm
mm
mm
mm
mm
mm
mTL
Ada
dig
Db
kn
ML
Type
314
0 OO
S-...
(pag
e 29
2)Ty
pe 3
840
DFS-
... (p
age
292)
Nom
inal
mov
emen
t ca
paci
tyRu
bber
bel
low
sFl
ange
Axialexpanded
Axial com -pressed
Lateral
Angular
Total length
Outside ∅
Inside ∅
Raised face ∅
Raised face
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Thread
Tie rods
DNTy
pe
29.3_UK_Kap_08T01-DFS.qxp:Kap_8_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 306
307
Typ
e 31
40 0
0S-A
-.../
3840
DFS
-A-.
..P
N16
2531
40 0
0 S-
A-10
25±
15
± 2
013
06.
570
29.0
6411
516
854
14--
3840
DFS
-A-
----
± 1
5--
130
6.5
7029
.064
220
1685
414
168
3231
40 0
0 S-
A-10
25±
15
± 2
013
06.
570
29.0
6414
016
100
418
--38
40 D
FS-A
---
--±
15
--13
06.
570
29.0
6424
516
100
418
168
4031
40 0
0 S-
A-10
25±
15
± 2
013
08.
075
36.0
6915
016
110
418
--38
40 D
FS-A
---
--±
15
--13
08.
075
36.0
6925
516
110
418
168
5031
40 0
0 S-
A-10
25±
15
± 2
013
08.
595
47.5
8716
516
125
418
--38
40 D
FS-A
---
--±
15
--13
08.
595
47.5
8727
016
125
418
168
6531
40 0
0 S-
A-10
25±
15
± 2
013
09.
012
060
.010
918
516
145
418
--38
40 D
FS-A
---
--±
15
--13
09.
012
060
.010
929
016
145
418
168
8031
40 0
0 S-
A-10
25±
15
± 1
713
08.
513
075
.011
820
018
160
818
--38
40 D
FS-A
---
--±
15
--13
08.
513
075
.011
830
518
160
818
168
100
3140
00
S-A-
1025
± 1
5±
14
130
11.5
150
96.0
147
220
1818
08
18--
3840
DFS
-A-
----
± 1
5--
130
11.5
150
96.0
147
325
1818
08
1816
8
125
3140
00
S-A-
1525
± 1
5±
14
130
12.5
180
120.
017
725
018
210
818
--38
40 D
FS-A
---
--±
15
--13
012
.518
012
0.0
177
375
1821
08
1816
8
150
3140
00
S-A-
1520
± 1
5±
10
130
13.0
204
143.
020
228
518
240
822
--38
40 D
FS-A
---
--±
15
--13
013
.020
414
3.0
202
410
1824
08
2217
0
mm
mm
mm
°m
mm
mm
mm
mm
mm
mm
mm
mm
mm
mTL
Ada
dig
Db
kn
ML
Type
314
0 OO
S-...
(pag
e 29
2)Ty
pe 3
840
DFS-
... (p
age
292)
Nom
inal
mov
emen
t ca
paci
tyRu
bber
bel
low
sFl
ange
Axialexpanded
Axial com -pressed
Lateral
Angular
Total length
Outside ∅
Inside ∅
Raised face ∅
Raised face
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Thread
Tie rods
DNTy
pe
29.3_UK_Kap_08T01-DFS.qxp:Kap_8_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 307
308
Typ
e 31
40 0
0S-A
-.../
3840
DFS
-A-.
..P
N16
200
3140
00
S-A-
1520
± 1
5±
10
130
15.5
256
191.
026
334
020
295
12M
20--
3840
DFS
-A-
----
± 1
5--
130
15.5
256
191.
026
346
520
295
12M
2017
0
250
3140
00
S-A-
1515
± 1
5±
813
016
.531
024
3.5
323
405
2235
512
M24
--38
40 D
FS-A
---
--±
15
--13
016
.531
024
3.5
323
560
2235
512
M24
170
300
3140
00
S-A-
1515
± 1
5±
813
015
.535
729
0.5
372
460
2641
012
M24
--38
40 D
FS-A
---
--±
15
--13
015
.535
729
0.5
372
625
2641
012
M24
183
350
3140
00
S-A-
2535
± 1
5±
820
016
.042
533
8.0
422
520
3547
016
M24
--38
40 D
FS-A
---
--±
15
--20
016
.042
533
8.0
422
680
3547
016
M24
263
400
3140
00
S-A-
2535
± 1
5±
820
016
.547
438
8.0
479
580
3552
516
M27
--38
40 D
FS-A
---
--±
15
--20
016
.547
438
8.0
479
740
3552
516
M27
253
450
3140
00
S-A-
2535
± 1
5±
820
017
.552
143
8.0
525
640
4058
520
M27
--38
40 D
FS-A
---
--±
15
--20
017
.552
143
8.0
525
800
4058
520
M27
253
500
3140
00
S-A-
2535
± 1
5±
820
017
.556
948
4.0
576
715
4065
020
M30
--38
40 D
FS-A
---
--±
15
--20
017
.556
948
4.0
576
875
4065
020
M30
253
mm
mm
mm
°m
mm
mm
mm
mm
mm
mm
mm
mm
mm
mTL
Ada
dig
Db
kn
ML
Type
314
0 OO
S-...
(pag
e 29
2)Ty
pe 3
840
DFS-
... (p
age
292)
Nom
inal
mov
emen
t ca
paci
tyRu
bber
bel
low
sFl
ange
Axialexpanded
Axial com -pressed
Lateral
Angular
Total length
Outside ∅
Inside ∅
Raised face ∅
Raised face
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Thread
Tie rods
DNTy
pe
29.3_UK_Kap_08T01-DFS.qxp:Kap_8_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 308
309
Typ
e 31
40 0
0S-B
-EP
DM
/384
0 D
FS-B
-EP
DM
PN
6
3231
40 0
0 S-
B-5
8±
8±
10
958.
070
33.0
6912
014
904
12--
3840
DFS
-B-
----
± 8
--95
8.0
7033
.069
225
1490
412
128
4031
40 0
0 S-
B-5
8±
8±
10
958.
070
33.0
6913
014
100
412
--38
40 D
FS-B
---
--±
8--
958.
070
33.0
6923
514
100
412
128
5031
40 0
0 S-
B-5
8±
8±
10
105
8.5
9244
.587
140
1411
04
12--
3840
DFS
-B-
----
± 8
--10
58.
592
44.5
8724
514
110
412
148
6531
40 0
0 S-
B-6
12±
10
± 1
511
59.
011
265
.010
916
014
130
412
--38
40 D
FS-B
---
--±
10
--11
59.
011
265
.010
926
514
130
412
148
8031
40 0
0 S-
B-6
12±
10
± 1
513
08.
512
475
.011
819
016
150
416
--38
40 D
FS-B
---
--±
10
--13
08.
512
475
.011
829
516
150
416
168
100
3140
00
S-B-
1018
± 1
2±
15
135
11.5
149
94.0
147
210
1617
04
16--
3840
DFS
-B-
----
± 1
2--
135
11.5
149
94.0
147
315
1617
04
1616
8
125
3140
00
S-B-
1018
± 1
2±
15
170
12.5
185
119.
017
724
018
200
816
--38
40 D
FS-B
---
--±
12
--17
012
.518
511
9.0
177
345
1820
08
1620
8
TLA
dadi
gD
bk
nM
Lm
mm
mm
m°
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
Type
314
0 OO
S-...
(pag
e 29
3)Ty
pe 3
840
DFS-
... (p
age
293)
Nom
inal
mov
emen
t ca
paci
tyRu
bber
bel
low
sFl
ange
Axialexpanded
Axial com -pressed
Lateral
Angular
Total length
Outside ∅
Inside ∅
Raised face ∅
Raised face
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Thread
Tie rods
DNTy
pe
29.3_UK_Kap_08T01-DFS.qxp:Kap_8_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 309
310
Typ
e 31
40 0
0S-B
-EP
DM
/384
0 D
FS-B
-EP
DM
PN
10
3231
40 0
0 S-
B-5
8±
8±
10
958.
070
33.0
6914
016
100
416
--38
40 D
FS-B
---
--±
8--
958.
070
33.0
6924
516
100
416
128
4031
40 0
0 S-
B-5
8±
8±
10
958.
070
33.0
6915
016
110
416
--38
40 D
FS-B
---
--±
8--
958.
070
33.0
6925
516
110
416
128
5031
40 0
0 S-
B-5
8±
8±
10
105
8.5
9244
.587
165
1612
54
16--
3840
DFS
-B-
----
± 8
--10
58.
592
44.5
8727
016
125
416
148
6531
40 0
0 S-
B-6
12±
10
± 1
511
59.
011
265
.010
918
516
145
416
--38
40 D
FS-B
---
--±
10
--11
59.
011
265
.010
929
016
145
416
148
8031
40 0
0 S-
B-6
12±
10
± 1
513
08.
512
475
.011
820
018
160
818
--38
40 D
FS-B
---
--±
10
--13
08.
512
475
.011
830
518
160
818
168
100
3140
00
S-B-
1018
± 1
2±
15
135
11.5
149
94.0
147
210
1617
04
16--
3840
DFS
-B-
----
± 1
2--
135
11.5
149
94.0
147
325
1617
04
1616
8
125
3140
00
S-B-
1018
± 1
2±
15
170
12.5
185
119.
017
724
018
200
816
--38
40 D
FS-B
---
--±
12
--17
012
.518
511
9.0
177
375
1820
08
1621
0
150
3140
00
S-B-
1018
± 1
2±
15
180
13.0
209
202.
028
528
518
240
820
--38
40 D
FS-B
---
--±
12
--18
013
.020
920
2.0
285
410
1824
08
2022
0
200
3140
00
S-B-
1425
± 2
2±
15
205
15.5
252
263.
034
034
020
295
820
--38
40 D
FS-B
-±
22
--20
515
.525
226
3.0
340
465
2029
58
2025
0
TLA
dadi
gD
bk
nM
Lm
mm
mm
m°
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
Type
314
0 OO
S-...
(pag
e 29
3)Ty
pe 3
840
DFS-
... (p
age
293)
Nom
inal
mov
emen
t ca
paci
tyRu
bber
bel
low
sFl
ange
Axialexpanded
Axial com -pressed
Lateral
Angular
Total length
Outside ∅
Inside ∅
Raised face ∅
Raised face
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Thread
Tie rods
DNTy
pe
29.3_UK_Kap_08T01-DFS.qxp:Kap_8_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 310
311
250
3140
00
S-B-
1425
± 2
2±
15
240
16.5
318
323.
039
539
522
350
1220
--38
40 D
FS-B
-±
22
--24
016
.531
832
3.0
395
550
2235
012
2028
0
300
3140
00
S-B-
1425
± 2
2±
15
260
15.5
364
372.
044
544
526
400
1220
--38
40 D
FS-B
-±
22
--26
015
.536
437
2.0
445
600
2640
012
2030
0
350
3140
00
S-B-
1625
± 2
2±
7,5
295
13.0
422
422.
050
550
528
460
1620
--38
40 D
FS-B
-±
22
--29
513
.042
242
2.0
505
670
2846
016
2036
3
400
3140
00
S-B-
1625
± 2
2±
7,5
310
15.0
474
479.
056
556
532
515
1624
--38
40 D
FS-B
-±
22
--31
015
.047
447
9.0
565
730
3251
516
2436
3
450
3140
00
S-B-
1625
± 2
2±
7,5
335
16.0
525
525.
061
561
534
565
2024
--38
40 D
FS-B
-±
22
--33
516
.052
552
5.0
615
780
3456
520
2440
3
500
3140
00
S-B-
1625
± 2
2±
7,5
350
17.0
576
576.
067
067
038
620
2024
--38
40 D
FS-B
-±
22
--35
017
.057
657
6.0
670
835
3862
020
2440
3
29.3_UK_Kap_08T01-DFS.qxp:Kap_8_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 311
312
Typ
e 31
40 0
0S-B
-EP
DM
/384
0 D
FS-B
-EP
DM
PN
16
3231
40 0
0 S-
B-5
8±
8±
10
958.
070
33.0
6914
016
100
416
--38
40 D
FS-B
---
--±
8--
958.
070
33.0
6924
516
100
416
128
4031
40 0
0 S-
B-5
8±
8±
10
958.
070
33.0
6915
016
110
416
--38
40 D
FS-B
---
--±
8--
958.
070
33.0
6925
516
110
416
128
5031
40 0
0 S-
B-5
8±
8±
10
105
8.5
9244
.587
165
1612
54
16--
3840
DFS
-B-
----
± 8
--10
58.
592
44.5
8727
016
125
416
148
6531
40 0
0 S-
B-6
12±
10
± 1
511
59.
011
265
.010
918
516
145
416
--38
40 D
FS-B
---
--±
10
--11
59.
011
265
.010
929
016
145
416
148
8031
40 0
0 S-
B-6
12±
10
± 1
513
08.
512
475
.011
820
018
160
818
--38
40 D
FS-B
---
--±
10
--13
08.
512
475
.011
830
518
160
818
168
100
3140
00
S-B-
1018
± 1
2±
15
135
11.5
149
94.0
147
210
1617
04
16--
3840
DFS
-B-
----
± 1
2--
135
11.5
149
94.0
147
325
1617
04
1616
8
125
3140
00
S-B-
1018
± 1
2±
15
170
12.5
185
119.
017
724
018
200
816
--38
40 D
FS-B
---
--±
12
--17
012
.518
511
9.0
177
375
1820
08
1621
0
150
3140
00
S-B-
1018
± 1
2±
15
180
13.0
209
202.
028
528
518
240
820
--38
40 D
FS-B
---
--±
12
--18
013
.020
920
2.0
285
410
1824
08
2022
0
200
3140
00
S-B-
1425
± 2
2±
15
205
15.5
252
263.
034
034
022
295
1220
--38
40 D
FS-B
-±
22
--20
515
.525
226
3.0
340
465
2229
512
2025
0
TLA
dadi
gD
bk
nM
Lm
mm
mm
m°
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
Type
314
0 OO
S-...
(pag
e 29
3)Ty
pe 3
840
DFS-
... (p
age
293)
Nom
inal
mov
emen
t ca
paci
tyRu
bber
bel
low
sFl
ange
Axialexpanded
Axial com -pressed
Lateral
Angular
Total length
Outside ∅
Inside ∅
Raised face ∅
Raised face
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Thread
Tie rods
DNTy
pe
29.3_UK_Kap_08T01-DFS.qxp:Kap_8_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 312
313
250
3140
00
S-B-
1425
± 2
2±
15
240
16.5
318
323.
039
540
524
355
1224
--38
40 D
FS-B
-±
22
--24
016
.531
832
3.0
395
560
2435
512
2428
0
300
3140
00
S-B-
1425
± 2
2±
15
260
15.5
364
372.
044
546
028
410
1224
--38
40 D
FS-B
-±
22
--26
015
.536
437
2.0
445
625
2841
012
2431
3
29.3_UK_Kap_08T01-DFS.qxp:Kap_8_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 313
314
Typ
e 31
40 0
0S-B
-PT
FE/3
840
DFS
-B-P
TFE
PN
6
8031
40 0
0 S-
B-3
6±
5±
7,5
130
8.5
124
75.0
118
190
1615
04
16--
3840
DFS
-B-
----
± 5
--13
08.
512
475
.011
829
516
150
416
168
100
3140
00
S-B-
36
± 5
± 7
,513
511
.514
994
.014
721
016
170
416
--38
40 D
FS-B
---
--±
5--
135
11.5
149
94.0
147
315
1617
04
1616
8
125
3140
00
S-B-
36
± 5
± 7
,517
012
.518
511
9.0
177
240
1820
08
16--
3840
DFS
-B-
----
± 5
--17
012
.518
511
9.0
177
345
1820
08
1620
0
TLA
dadi
gD
bk
nM
Lm
mm
mm
m°
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
Type
314
0 OO
S-...
(pag
e 29
3)Ty
pe 3
840
DFS-
... (p
age
293)
Nom
inal
mov
emen
t ca
paci
tyRu
bber
bel
low
sFl
ange
Axialexpanded
Axial com -pressed
Lateral
Angular
Total length
Outside ∅
Inside ∅
Raised face ∅
Raised face
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Thread
Tie rods
DNTy
pe
29.3_UK_Kap_08T01-DFS.qxp:Kap_8_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 314
315
Typ
e 31
40 0
0S-B
-PT
FE/3
840
DFS
-B-P
TFE
PN
10
8031
40 0
0 S-
B-3
6±
5±
7,5
130
8.5
124
75.0
118
200
1816
08
16--
3840
DFS
-B-
----
± 5
--13
08.
512
475
.011
830
518
160
816
168
100
3140
00
S-B-
36
± 5
± 7
,513
511
.514
994
.014
722
018
180
816
--38
40 D
FS-B
---
--±
5--
135
11.5
149
94.0
147
325
1818
08
1616
8
125
3140
00
S-B-
36
± 5
± 7
,517
012
.518
511
9.0
177
250
1821
08
16--
3840
DFS
-B-
----
± 5
--17
012
.518
511
9.0
177
375
1821
08
1621
0
150
3140
00
S-B-
36
± 6
± 7
,518
013
.020
914
0.0
202
285
1824
08
20--
3840
DFS
-B-
----
± 6
--18
013
.020
914
0.0
202
410
1824
08
2022
0
200
3140
00
S-B-
712
± 8
± 7
,520
515
.525
218
8.0
263
340
2029
58
20--
3840
DFS
-B-
----
± 8
--20
515
.525
218
8.0
263
465
2029
58
2025
0
250
3140
00
S-B-
712
± 8
± 7
,524
016
.531
823
6.0
323
395
2235
012
20--
3840
DFS
-B-
----
± 8
--24
016
.531
823
6.0
323
550
2235
012
2028
0
300
3140
00
S-B-
814
± 1
0±
7,5
260
15.5
364
287.
037
244
526
400
1220
--38
40 D
FS-B
---
--±
10
--26
015
.536
428
7.0
372
600
2640
012
2030
0
350
3140
00
S-B-
814
± 1
2±
629
513
.042
233
5.0
422
505
2846
016
20--
3840
DFS
-B-
----
± 1
2--
295
13.0
422
335.
042
267
028
460
1620
363
400
3140
00
S-B-
814
± 1
2±
631
015
.047
438
5.0
479
565
3251
516
24--
3840
DFS
-B-
----
± 1
2--
310
15.0
474
385.
047
973
032
515
1624
363
TLA
dadi
gD
bk
nM
Lm
mm
mm
m°
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
Type
314
0 OO
S-...
(pag
e 29
3)Ty
pe 3
840
DFS-
... (p
age
293)
Nom
inal
mov
emen
t ca
paci
tyRu
bber
bel
low
sFl
ange
Axialexpanded
Axial com -pressed
Lateral
Angular
Total length
Outside ∅
Inside ∅
Raised face ∅
Raised face
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Thread
Tie rods
DNTy
pe
29.3_UK_Kap_08T01-DFS.qxp:Kap_8_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 315
316
Typ
e 31
40 0
0S-B
-PT
FE/3
840
DFS
-B-P
TFE
PN
10
450
3140
00
S-B-
816
± 1
2±
633
516
.052
543
5.0
525
615
3456
520
24--
3840
DFS
-B-
----
± 1
2--
335
16.0
525
435.
052
578
034
565
2024
403
500
3140
00
S-B-
816
± 1
2±
635
017
.057
648
0.0
576
670
3862
020
24--
3840
DFS
-B-
----
± 1
2--
350
17.0
576
480.
057
683
538
620
2024
403
TLA
dadi
gD
bk
nM
Lm
mm
mm
m°
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
Type
314
0 OO
S-...
(pag
e 29
3)Ty
pe 3
840
DFS-
... (p
age
293)
Nom
inal
mov
emen
t ca
paci
tyRu
bber
bel
low
sFl
ange
Axialexpanded
Axial com -pressed
Lateral
Angular
Total length
Outside ∅
Inside ∅
Raised face ∅
Raised face
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Thread
Tie rods
DNTy
pe
29.3_UK_Kap_08T01-DFS.qxp:Kap_8_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 316
317
Typ
e 31
40 0
0S-B
-PT
FE/3
840
DFS
-B-P
TFE
PN
16
8031
40 0
0 S-
B-3
6±
5±
7,5
130
8.5
124
75.0
118
200
1816
08
16--
3840
DFS
-B-
----
± 5
--13
08.
512
475
.011
830
518
160
816
168
100
3140
00
S-B-
36
± 5
± 7
,513
511
.514
994
.014
722
018
180
816
--38
40 D
FS-B
---
--±
5--
135
11.5
149
94.0
147
325
1818
08
1616
8
125
3140
00
S-B-
36
± 5
± 7
,517
012
.518
511
9.0
177
250
1821
08
16--
3840
DFS
-B-
----
± 5
--17
012
.518
511
9.0
177
375
1821
08
1621
0
150
3140
00
S-B-
36
± 6
± 7
,518
013
.020
914
0.0
202
285
1824
08
20--
3840
DFS
-B-
----
± 6
--18
013
.020
914
0.0
202
410
1824
08
2022
0
TLA
dadi
gD
bk
nM
Lm
mm
mm
m°
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
Type
314
0 OO
S-...
(pag
e 29
3)Ty
pe 3
840
DFS-
... (p
age
293)
Nom
inal
mov
emen
t ca
paci
tyRu
bber
bel
low
sFl
ange
Axialexpanded
Axial com -pressed
Lateral
Angular
Total length
Outside ∅
Inside ∅
Raised face ∅
Raised face
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Thread
Tie rods
DNTy
pe
29.3_UK_Kap_08T01-DFS.qxp:Kap_8_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 317
318
Typ
e 31
40 0
0S-C
-...
PN
6
DNTy
pe
600
2030
± 2
0±
425
015
.071
081
2.8
1870
520
2670
020
30±
20
± 3
,525
018
.081
092
7.1
1881
024
2680
020
30±
20
± 3
300
20.0
920
1060
.420
920
2430
900
2030
± 2
0±
2,5
300
20.0
1020
1168
.420
1020
2430
1000
2030
± 2
0±
2,5
300
20.0
1160
1289
.020
1120
2830
1200
3140
00S
-C-
2030
± 2
0±
235
020
.013
2015
11.3
2513
4032
3314
0020
30±
20
± 2
350
25.0
1530
1682
.725
1560
3636
1600
2030
± 2
0±
235
030
.017
3019
19.0
2517
6040
3618
0020
30±
20
± 1
,540
030
.019
4021
97.1
2519
7044
3920
0020
30±
20
± 1
400
30.0
2140
2325
.025
2180
4842
Nom
inal
mov
emen
tca
paci
tyRu
bber
bel
low
sFl
ange
TLA
daD
bk
nd
mm
mm
mm
°m
mm
mm
mm
mm
mm
mm
mAxialexpanded
Axial com -pressed
Lateral
Angular
Total length
Raised face
Outside ∅
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Hole ∅
(pag
e 29
6)
29.3_UK_Kap_08T01-DFS.qxp:Kap_8_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 318
319
Typ
e 31
40 0
0S-C
-...
PN
10
DNTy
pe
600
2030
± 2
0±
425
015
.071
081
2.8
1872
520
3070
020
30±
20
± 3
,525
018
.081
092
7.1
1884
024
3080
020
30±
20
± 3
300
20.0
920
1060
.420
950
2433
900
2030
± 2
0±
2,5
300
20.0
1020
1168
.420
1050
2833
1000
2030
± 2
0±
2,5
300
20.0
1160
1289
.020
1160
2836
1200
3140
00S
-C-
2030
± 2
0±
235
020
.013
2015
11.3
2513
8032
3914
0020
30±
20
± 2
350
25.0
1530
1682
.725
1590
3642
1600
2030
± 2
0±
235
030
.017
3019
19.0
2518
2040
4818
0020
30±
20
± 1
,540
030
.019
4021
97.1
2520
2044
4820
0020
30±
20
± 1
400
30.0
2140
2325
.025
2230
4848
TLA
daD
bk
nd
mm
mm
mm
°m
mm
mm
mm
mm
mm
mm
m
(pag
e 29
6)
Nom
inal
mov
emen
tca
paci
tyRu
bber
bel
low
sFl
ange
Axialexpanded
Axial com -pressed
Lateral
Angular
Total length
Raised face
Outside ∅
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Hole ∅
29.3_UK_Kap_08T01-DFS.qxp:Kap_8_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 319
320
Typ
e 31
60 0
0S-A
-.../
-D-.
..P
N10
Rubb
er b
ello
ws
TLda
diSW
1SW
2m
mm
mm
m°
mm
mm
inch
mm
mm
Axialexpanded
Axial com -pressed
Lateral
Angular
Total length
Female threadDIN2999
Outside ∅
Jaw span
Execution
Exec
utio
n A
(pag
e 29
5)Ex
ecut
ion
B (p
age
295)
Nom
inal
mov
emen
tca
paci
tyDN
Type
1531
60 0
0S-A
-10
25±
15
± 2
022
875
Rp 1
/281
36B
3160
00S
-D-
1225
± 2
5±
35
248
75Rp
1/2
8136
B
2031
60 0
0S-A
-10
25±
15
± 2
022
875
Rp 3
/481
36B
3160
00S
-D-
1225
± 2
5±
35
248
75Rp
3/4
8136
B
2531
60 0
0S-A
-10
25±
15
± 2
020
075
Rp 1
8160
A31
60 0
0S-D
-12
25±
25
± 3
522
075
Rp 1
8160
A
3231
60 0
0S-A
-10
25±
15
± 2
020
075
Rp 1
1/4
8160
A31
60 0
0S-D
-12
25±
25
± 3
522
075
Rp 1
1/4
8160
A
4031
60 0
0S-A
-10
25±
15
± 2
020
075
Rp 1
1/2
8160
A31
60 0
0S-D
-12
25±
25
± 3
522
075
Rp 1
1/2
8160
A
5031
60 0
0S-A
-10
25±
15
± 2
020
095
Rp 2
102
72A
3160
00S
-D-
1225
± 2
5±
35
220
96Rp
210
272
A
6531
60 0
0S-A
-10
25±
15
± 2
020
012
0Rp
2 1
/212
488
A31
60 0
0S-D
-12
25±
25
± 3
522
011
5Rp
2 1
/212
488
A
8031
60 0
0S-A
-10
25±
15
± 2
020
013
0Rp
313
510
2A
3160
00S
-D-
1225
± 2
5±
35
220
130
Rp 3
135
102
A
29.3_UK_Kap_08T01-DFS.qxp:Kap_8_Tab_UK.qxp 30.10.2009 14:55 Uhr Seite 320
321
Typ
e 31
60 0
0S-B
-EP
DM
PN
10
DNTy
pe
155
8±
8±
10
193
70Rp
1/2
8136
B
205
8±
8±
10
193
70Rp
3/4
8136
B
255
8±
8±
10
165
70Rp
181
60A
325
8±
8±
10
165
70Rp
1 1
/481
60A
4031
60 0
0S-B
-EPD
M
58
± 8
± 1
016
570
Rp 1
1/2
8160
A
505
8±
8±
10
175
92Rp
210
272
A
656
12±
10
± 1
519
011
2Rp
2 1
/212
488
A
806
12±
10
± 1
520
012
4Rp
313
510
2A
TLda
diSW
1SW
2m
mm
mm
m°
mm
mm
inch
mm
mm
Exec
utio
n A
(pag
e 29
5)Ex
ecut
ion
B (p
age
295)
Rubb
er b
ello
ws
Axialexpanded
Axial com -pressed
Lateral
Angular
Total length
Female threadDIN2999
Outside ∅
Jaw span
Execution
Nom
inal
mov
emen
tca
paci
ty
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322
9 Dismantling pieces
9.1 General
During pipe installation, especially when components are to be replaced forservicing and maintenance, it is essential to leave an axial gap for easy installa-tion of the units.
The BOA dismantling piece is completely maintenance free, ageing resistantand makes mounting and demounting considerably easier.
Using the spring rate of the bellows, a gap is automatically generated whileloosing the connection screws. Components can easily and quickly be removed.The other way round, a mounting gap previously set is closed by definitelyrestraining the bellows.
As the movable component consists of a one-piece bellows, the BOA disman -tling piece remains 100% tight after as much mountings and demountings asyou like. In the component itself, no supplementary seals are necessary. Onlythe piping components have to be provided with appropriate gaskets.
Thanks to the extreme flexibility ofthe multi-ply bellows, a minor flangemisalignment during pipe installationcan be compensated without tight -ness problems. Possible radialdivergences: ≤ DN 500 = ca. ± 10 mm> DN 500 = ca. ± 5 mm
During installation, the BOA dismantling piece is at one side flanged to the pipeend and then, using the special tie rods, pulled to the components. In mountedposition, the BOA dismantling piece is restrained. While demounting the piece,only the connecting bolts must be released. The dismantling piece will springback and generate automatically the gap, necessary for easy demounting andlater reinstallation of the components.
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323
Reaction forceWhen using unrestrained dismantling pieces, the following remarks are to beconsidered:
The bellows put under pressure tends to return in its smooth tube shape. Areaction force "F" is resulting, which can be calculated with the help of theformulae in section 2.6. This reaction force must be compensated by the pipeconstruction, or taken in account by the layout of the anchor points. If axialmovements occur, the spring rate has also to be considered (displacementrate x movement, values are listed in 9.3).
ed fory installa-
sistant
whileremoved.itely
disman -ngs asy. Only
o the pipemounted
he piece, springting and
Inner sleevesInners sleeves are required if high-frequency vibrations or turbulencesin the medium are expected. Theyare also recommended if the follo-wing flow speed is exceeded (at DN >150):• gaseous: 8 m/s• liquid: 3,5 m/sPay attention to the flow direction!
Underground installationBOA dismantling pieces are suitablefor underground installation whenequipped with outside protectionsleeves.
Inner sleeve
Flow direction
Protection tube for underground installation
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324
9.2 Technical data
Variant I
• BOA proved bellows construction, multi-ply, made of high-grade chrome-nickel steel (1.4571)
• floating flanges (except for DN> 1000), made of carbon steel with epoxypowder coating EP-P. RAL 5005, blue
• restraining elements made of carbon steel, galvanized
Variant II
• BOA proved bellows construction, multi-ply, made of high-grade chrome-nickel steel (1.4571)
• floating flanges (except for DN> 1000), made of 1.4301 steel• threaded rods made of A2• screws and nuts made of A4
Execution
• without tie rods, not for/ for underground installation
29.3_UK_Kap_09.qxp:UK_02_Kap_09.qxp 30.10.2009 14:46 Uhr Seite 324
325
9.3 Tables standard programme
• with tie rods, not for/ for underground installation
• with tie rods, with at one-side passing threaded bolts
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l len
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ge
L1L2
L3dm
gD
bk
nd
ACx
m
Deliverylength
Installationlength
Max. length
Clearance ∅
Raised face ∅
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Hole ∅
Effective area
Axial spring rate �30%
Weight
mm
mm
mm
mm
mm
mm
mm
mm
mm
cm2
N/m
mkg
326
Type
AKFB
-U
(pag
e 32
4)(p
age
324)
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327
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mm
mm
mm
mm
mm
mm
mm
mm
mm
mcm
2N/
mm
kg
328
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-U
Tota
l len
gth
Bello
ws
Flan
ge
Deliverylength
Installationlength
Max. length
Clearance ∅
Raised face ∅
Outside ∅
Thickness
Bolt circle ∅
Number of holes
Hole ∅
Effective area
Axial spring rate �30%
Weight
Type
(pag
e 32
4)(p
age
324)
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329
900
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290
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9
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eld
ed e
xecu
tion
29.3_UK_Kap_09T01-PN.qxp:Kap_9_Tab_UK.qxp 30.10.2009 14:56 Uhr Seite 329
330
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kn
dA
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mm
mm
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mm
mm
mm
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mm
mm
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mkg
Type
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-Z
(pag
e 32
5)(p
age
325)
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331
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mm
mm
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mm
mm
mm
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mkg
AKFB
-Z
Tota
l len
gth
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ws
Tie
rod
Flan
geDeliverylength
Installationlength
Max. length
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Raised face ∅
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Outside ∅
Thickness
Bolt circle ∅
Number of holes
Hole ∅
Effective area
Axialspring rate�30%
Weight
Type
(pag
e 32
5)(p
age
325)
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333
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656
7xM
27x4
1978
036
725
2030
3088
.014
0321
0.9
700
375
400
425
705
760
8xM
27x4
1389
530
840
2430
4174
.014
3525
4.8
800
425
450
475
807
864
8xM
30x4
4710
1532
950
2433
5450
.011
0534
6.1
Tota
l len
gth
Bello
ws
Tie
rod
Flan
ge
L1L2
L3dm
gn
x M
x L
Db
kn
dA
Cxm
Deliverylength
Installationlength
Max. length
Clearance ∅
Raised face ∅
Number xthread xlength
Outside ∅
Thickness
Bolt circle ∅
Number ofholes
Hole ∅
Effective area
Axialspring rate�30%
Weight
mm
mm
mm
mm
mm
mm
mm
mm
mm
cm2
N/m
mkg
Type
AK-Z
(pag
e 32
5)(p
age
325)
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335
900
425
450
475
908
967
10xM
30x4
4111
1534
1050
2833
6867
.012
9140
6.2
1000
450
475
500
1010
1072
10xM
33x4
7212
3034
1160
2836
8463
.019
4048
4.0
*110
045
047
550
011
12*
12xM
33x4
5013
4028
1270
3236
1028
0.0
650
590.
8
*120
050
052
555
012
12*
12xM
36x4
9614
5538
1380
3239
1215
5.0
850
728.
1
*= w
eld
ed e
xecu
tion
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336
BO
A-D
ism
antl
ing
pie
ceP
N16
-wit
h ti
e ro
ds
with
at
one-
sid
e p
assi
ng t
hrea
ded
bol
ts
DNTy
p
40AK
-Z27
530
032
550
684x
M16
x333
150
1611
04
1826
.321
210
.650
275
300
325
6080
4xM
16x3
3116
518
125
418
37.9
158
14.2
6527
530
032
580
104
4xM
16x3
3118
518
145
418
64.8
166
15.8
8027
530
032
590
115
4xM
16x3
2520
020
160
818
82.4
187
18.5
100
275
300
325
112
139
4xM
16x3
2522
022
180
818
122.
415
322
.812
527
530
032
513
716
64x
M16
x323
250
2421
08
1818
2.5
240
30.4
150
325
350
375
165
196
4xM
20x3
8128
524
240
822
257.
325
438
.817
532
535
037
519
023
04x
M20
x375
315
2627
08
2233
5.3
200
46.4
200
325
350
375
215
254
4xM
20x3
7534
026
295
1222
424.
238
252
.225
032
535
037
526
831
04x
M24
x371
405
3235
512
2664
2.5
495
75.2
300
325
350
375
318
362
4xM
24x3
5946
032
410
1226
892.
011
5293
.035
032
535
037
535
040
04x
M24
x359
520
3647
016
2610
81.0
1656
127.
5
400
350
375
400
400
450
4xM
27x3
8858
038
525
1630
1393
.018
8016
1.7
450
350
375
400
453
500
5xM
27x4
1064
042
585
2030
1776
.017
2121
0.7
500
350
375
400
503
553
5xM
30x3
9671
544
650
2033
2173
.017
8127
0.4
600
375
400
425
604
656
6xM
33x4
1984
048
770
2036
3088
.021
2036
5.5
700
375
400
425
705
760
8xM
33x3
9191
036
840
2436
4174
.018
5834
3.1
800
425
450
475
807
864
12xM
36x4
4110
2538
950
2439
5450
.016
6845
5.9
L1L2
L3dm
gn
x M
x L
Db
kn
dA
Cxm
mm
mm
mm
mm
mm
mm
mm
mm
mm
cm2
N/m
mkg
AK-Z
Tota
l len
gth
Bello
ws
Tie
rod
Flan
geDeliverylength
Installationlength
Max. length
Clearance ∅
Raised face ∅
Number xthread xlength
Outside ∅
Thickness
Bolt circle ∅
Number ofholes
Hole ∅
Effective area
Axialspring rate�30%
Weight
Type
(pag
e 32
5)(p
age
325)
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337
900
425
450
475
908
967
12xM
36x4
3511
2540
1050
2839
6867
.032
6753
4.3
1000
450
475
500
1010
1072
12xM
39x4
5012
5542
1170
2842
8463
.032
5070
0.4
*110
045
047
550
011
12*
12xM
39x4
4013
5542
1270
3242
1028
0.0
785
803.
3
*120
050
052
555
012
12*
12xM
45x5
0414
8548
1390
3248
1215
5.0
980
1041
.4
*= w
eld
ed e
xecu
tion
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338
10 Rectangular, unreinforced expansion joints
The company SFZ, located in Chassieu near Lyon, France, is membre of theBOA Group. Since 1962 SFZ designs and manufactures expansion joints forvarious application fields, even for high sensitive areas like nuclear engineer -ing. Along with circle shaped axial, universal, lateral, gimbal and pressurebalanced expansion joints, it is the product segment of rectangular expan -sion joints that perfectly completes the production range of BOA Group.Rectangular expansion joints are manufactured with dimensions of up toseveral meters. They are produced in the most various high-grade materialsand their angles are either rectangular, rounded or in "camera corner" shape.
Materials: stainless steel, nickel alloys, aluminium, titanium, etc.Masse: from 50 up to 7000 mm (even larger constructions are
possible on demand).Pressures: from vacuum up to over 100 barTemperature ranges: from – 200°C up to +1200°C
SFZ uses EJMA for the design of unreinforced, U-shaped rectangular bellows.For other shapes, an internal calculation mode is applicated.
Special construction of an expansion joint according tocustomer’s requirements.
Special construction of an expansion joint according tocustomer’s requirements.
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Sophisticated tools and the hydro forming process are used to shape theconvolutions of SFZ expansion joints bellows.
Different U-shaped bellows are manufactured, with low, flat or high profile.These shapes are used to give structure to expansion joints with rectangularor rounded angles. SFZ is hydro forming stainless steel with wall thicknessfrom 1,2 to 2 mm.
Convolution shape
s
Overview of the U-profiles
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U - shape
Low profile (45mm x 35-40mm)
Flat profile (100mm x 80-90mm)
High profile (240mm x 300mm)
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"Camera Corner" shape
Cutting the shape
Assembling the shape
Forming the shape
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"2S" shape
The "2S" shape has been developed by SFZ for the low pressure segmentand high flexibility.
Cut into the convolution to show the 2S shape.
Picture of one convolution in 2S shape, applied to round corner rectangularexpansion joint.
Universal rectangular expansion joint for exhaust pipe.
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Single or double mitre corner
Angle shapes
"Camera corner"
Rounded corner
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344
SFZ is manufacturing weld ends and flanges according to customer require-ments. Technical adaptations of the connecting pieces may be arranged be -tween the customer and SFZ, especially to achieve the requested stability oflarge dimension pipelines.Expansion joints of dimensions from 300 x 300 mm up to 4000 x 4000 mmare manufactured, even larger dimensions on request.
Custom-made expansion joints
Example of a rectangular SFZ expansion joint.
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345
References
Pressure Temperature Load cyclesDimension
CustomerL H
Axial Lateral
mm mmRobatel 532 635 0,02/-1 20° 3.2 1000CIAT 598 228 0.3 270° 4 1000Rhone Cornière 800 800 Atm 650° -7 1000SICN 1150 1250 9mB 110° 5 1000ZIEMAN-SECATEN 1570 600 1 400° 17.5 0.3 1000Sideco 1576 735 1.5 70° 30 5 1000Robatel 1610 1310 0,02/-1 60° 3.2 1000Cellier 2056 1615 200mb 80° 10 1000ELYO 2100 1400 0.04 150° 7 2.6 1000CMI 2337 1737 2.25 100° 5 1000Polysius 2415 1928 Atm 200° 50 1000Foure lagadec 3165 1495 Atm 400° -30 1000Haden 3270 3130Haden 3280 3555CDR 4144 1054 0.17 480° 109 16 300Polysius 7505 3305 Atm 200° 30 1000
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11 Installation instructions
11.1 General safety recommendationsPrior to assembly and commissioning, the assembly and start-up instructionsmust be carefully read and strictly observed. Necessary assembly, start-up,and maintenance work may be performed only by qualified and authorizedstaff.
MaintenanceAxial, lateral and angular expansion joints as well as dismantling pieces andrubber expansion joints are maintenance free.
CAUTION!• Prior to assembly and maintenance the pipe system must be
- depressurized- cooled down and- emptied.
Otherwise there is a high risk of accidents!
Transport, packaging and storage• Immediately upon receipt, the shipment must be checked for completeness.• Any shipping damage must be reported to the carrier and to the manufacturer.• In case of intermediate storage we recommend to make use of the original pack-
aging material.
Permissible ambient conditions during storage and transportation:- ambient temperature: - 4°C up to + 70°C- relative humidity: up to 95%
Axial, lateral and angular expansion joints as well as dismantling pieces andrubber expansion joints must be protected against dampness, humidity, dirt,shocks and damage.
WarrantyA warranty claim requires proper assembly and commissioning in accordancewith the assembly and start-up instructions.
Necessary assembly, commissioning and maintenance work may only be per-formed by qualified and authorized staff.
Assembly• Anchor points and pipe guides must be firmly installed prior to filling and
pressure testing the system.• Expansion joints must not be stressed by torsion, especially not expansion
joints with socket attachement.
346
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• The steel bellows must be protected against damage and dirt (e.g. welding chips,plaster or mortar splatter).
• Steam pipelines should be installed in such a way that water hammers are avoid -ed. This is achieved by means of a sufficiently designed drainage, by correctinsulation, by avoiding water pockets and by installing the pipeline with sufficientinclination.
• Expansion joints with inners sleeves must be installed with consideration given tothe flow direction.
• Avoid the installation of expansion joints in the immediate proximity of pressurereducers, superheated steam coolers and shut-down valves if high frequency vibra-tions are to be expected due to turbulence. Otherwise, special precautions must betaken (e.g. heavy-walled sleeves, perforated disks, cooling-off sections, etc.).
• If high frequency vibrations or turbulence or higher flow speed are to be expected inthe medium, we recommend the installation of expansion joints with inner sleeves.
• Inner sleeves are also recommended for expansion joints with DN ≥ 150 if theflow speed of the air, gas or steam media exceeds 8 m/s, or 3 m/s in the case ofliquid media.
Operating pressureNOTE• The permissible operating pressure results in the nominal pressure consider -
ing the reduction factors given in section 6.2 "Reductions".• At higher temperatures, the nominal pressure has to be adapted according
to the reduction factors given in section 6.2 "Reductions".
Dampf / Gas
Flüssigkeit
0
1
2
3
4
5
6
7
8
9
10
50 100 150 200 250 300
NNNNeeeennnnnnnnwwwweeeeiiiitttteeee DDDDNNNN
SSSS ttttrrrr öööö
mmmmuuuu nnnn
gggg ssssgggg eeee
ssss cccchhhh wwww
iiii nnnndddd iiii
gggg kkkkeeee iiii
ttttvvvv
[[[[ mmmm//// ssss
]]]]
Nominal diameter DN
Flow
vel
ocity
v [m
/s]
Steam/gas
Liquid
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Start-up and checkBefore starting-up make sure that
- the pipeline is installed with sufficient inclination to avoid water pockets,- there is sufficient drainage,- pipe anchors and pipe supports/ guides are completely installed prior to
filling and pressure testing the system,- the expansion joint is not stressed by torsion, especially not expansion
joints with socket attachement,- the flow direction has been observed for expansion joints with inner sleeves,- the steel bellows is free of dirt, welding chips, plaster or mortar splatter or
any other soiling; clean if necessary,- all screwed connections are tightened properly,- in general, special care or measures should be taken to avoid corrosion
damages, e.g. in water treatment, or to avoid galvanic corrosion in copper and galvanized pipes.
InsulationExpansion joints may be insulated together with the complete pipeline.• If no coating is provided, protect the bellows by means of a suitable cover to
avoid insulation material dropping into the convolutions.• If the expansion joint will be installed under plaster, the bellows absolutely
requires protection to avoid that plaster and other building material negative-ly affects the free movement of the bellows. The utilization of expansionjoints with a standard bellows cover is essential.
Unacceptable operating modes- The limit values given in section 6 "Standard programme" must not be
exceeded.- Swing supports or suspensions installed adjacent to the expansion joints
are not allowed.- Cleaning the newly installated pipeline with steam should not be done to
avoid water hammers and unacceptable vibration stimulating the bellows.
System start-upCAUTION• During pressure testing and operation, the permissible test pressure or
operating pressure for the expansion joint must not be exceeded.• Excessive pressure peaks as a consequence of valves closing too quickly,
water hammers, etc. are not permitted. • Avoid contact with aggressive media.• Steam pipelines must be started in such a way that condensate can drain off
in time.
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11.2 Axial expansion joints / dismantling pieces
Description of axial expansion joints and their application fields Axial expansion joints are suited to compensate for axial expansion move-ments in straight pipeline sections. In addition, they are used:
- to absorb mechanical vibrations and reduce sound conducted through solids on pumps and compressors,
- as flexible seals at the end of jacketed pipes in district heating systems,- to compensate for thermal expansion movements and vibrations in flue gas
conduits of boilers and engines,- as disassembly aids for pumps, fittings and plate heat exchangers,- as gas-tight wall penetrations of pipelines in nuclear power stations and
ship building,- in boilers and pressure vessels to compensate for differential expansion.
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Fig. 1
As a precondition for the various applications of axial expansion joints, suitableanchors and axial guides/ supports must be present. The application must belimited to the rated conditions as stated in the technical data sheets and therating plates that are mounted to each expansion joint.
These assembly and start-up instructions are valid for the types listed on page351, fig. 2.
Special care or measures should be taken to avoid corrosion damages, e.g. inwater treatment, or to avoid galvanic corrosion in copper and galvanizedpipes.
Description of dismantling pieces and their application fields The assembly of pipeline systems as well as the disassembly and re-assemblyof components (valves, shut-off valves, pumps, etc.) for maintenance purposesrequires an axial gap for a comfortable assembly and disassembly of the com-ponents. Installation inaccuracies often occur due to offset flange positions. Inaddition, the pipes are submitted to thermal expansion during the operation ofsuch systems. Therefore, so-called dismantling pieces are installed betweenpipes and components.
Weld end
BellowsInner sleeve
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Fig. 2Connection type:1 weld end 6 threaded socket, male thread (A)2 flange, welded 8 press fitting5 flange, van-stone 10 brazing fitting LF6 threaded socket, female thread (I) 11 threaded nipple, welded
Type overview BOA Group Axial expansion joints / Dismantling pieceswithout pretension Connection type 50% pretensioned Connection typeFS 2 ZA 1FB 5 GA 11W 1 I 6Alpha-C 5EXF 5EXW 1
AKFB-U1 5AKFB-U2 5AKFS-U1 2AKFS-U2 2
AKFB-Z1 5AKFB-Z2 5AKFS-Z1 2AKFS-Z2 2
7179 00X MS 87179 00X ME 8
7160 00S TI, RI 67160 00S TA, RA 67160 00S LF 10
7162 00S TI, RI 67162 00S TA, RA 67162 00S LF 10
7951 00S 57951 DFS 5
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11.2.1 Installation advices
Pipe guides, pipe supports• Provide inclination for condensate drainage.• Align pipeline and install the pipe guides according to fig. 3, 4 and 5.
NOTESliding or roller supports are the safest measures to avoid buckling and liftingof the pipelineCAUTIONSwing supports or suspensions are not acceptable adjacent to expansionjoints!
Fig. 3
• L1 = max. 2 x DN + /2 [mm]• L2 = 0.7 x L3 [mm]• L3 = 400 x DN [mm] valid only for steel pipelines • = movement capacity of the expansion joint [mm]• L3 is the distance between the pipe supports according to the above for-
mula. If buckling must be anticipated, the distance L3 must be reducedaccording to the diagram in fig 5.
DN L1 [mm] L2 [mm] L3 [mm]
15 30 + 1050 1550
20 40 + 1200 1750
25 50 + 1400 2000
32 64 + 1550 2250
40 80 + 1750 2500
50 100 + 1950 2800
65 130 + 2250 3200
80 160 + 2500 3550
100 200 + 2800 4000
125 250 + 3100 4450
Anchor Pipe support/Guide Pipe support/Guide Anchor
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Fig. 4 (only valid for steel pipelines)
Fig. 5
DN L1 [mm] L2 [mm] L3 [mm]
150 300 + 3450 4900
200 400 + 3950 5650
250 500 + 4400 6300
300 600 + 4850 6900
350 700 + 5200 7450
400 800 + 5600 8000
450 900 + 5900 8450
500 1000 + 6250 8900
600 1200 + 6850 9800
700 1400 + 7450 10600
800 1600 + 7900 11300
Maximum positioning distance for steel pipelines 1)
Nominal diameter DN1) with standard shedule wall thickness acc.to DIN 2458
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Anchors• Install main anchors at locations where the pipeline changes direction.• Each pipe section that is to be compensated for must be reduced in length
by anchors.- Only one expansion joint is allowed between two anchors.- Main anchors must be installed at locations where the pipeline changes
direction. They must absorb the pressure thrusts of the expansion joints as well as the frictional forces of the pipe supports/ guides.
- Intermediate anchors must be installed if the movement capacity of one axial expansion joint is not sufficient to compensate for the entire expan-sion of a long pipeline and if several axial expansion joints are required.
- In the case of vacuum operation, the anchors must be capable of with-standing compression and tensile forces.
Fig. 6
Fig. 7
354
Anchor
Pipe support/guide
Pipe support/guide
Anchor AnchorPipe support/Guide
Pipe support/Guide
Pipe support/Guide
Pipe support/Guide
Pipe support/Guide
Pipe support/Guide
Pipe support/Guide
Pipe support/Guide
Anchor
Anchor
Anchor
AnchorIntermediate anchor Pipe support/
GuidePipe support/Guide
Pipe support/Guide
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355
Vibration compensation• The expansion joint should be installed as closely as possible to the vibrat -
ing aggregate to make use of its entire absorption capacity.• The vibration absorbers should be installed as closely as possible to the
vibration source to avoid resonating of other parts of the system.• Primarily it must be assured that the vibration amplitude has a lateral effect,
i.e. perpendicular to the vibration absorber axis.• A pipe anchor should be mounted directly behind the expansion joint which
is to be installed without pretension.
CAUTIONIf unrestrained expansion joints are used, the thrust must be taken intoaccount.Fig. 8
Anchor
Vibrations inall directions
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PretensionAll common expansion joints must be installed pretensioned by 50% of theirmovement capacity (for heating systems: overall length of expansion jointplus 50%, and for cooling systems: overall length of expansion joint minus50% of the movement).If an expansion joint is not installed at the lowest operating temperature of aheating system or at the highest operating temperature of a cooling system(e.g. replacement at pipe that is still warm) it must be individually preten -sioned (see fig. 10).
Fig. 9
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Pretension diagram
Fig. 10
Example to the diagramAn axial expansion joint is utilized to compensate for a pipeline measuring 22 m inlength. The lowest temperature is – 15°C. The highest temperature is +165°C. Themaximum anticipated thermal movement equals 50 mm at the temperature differenceof 180°C. If the expansion joint is installed at the lowest temperature it shall be preten-sioned (expanded) by 50% of this movement (25 mm). During operation, the expan -sion joint will then be compressed by the thermal movement of 50 mm. When theexpansion joint is installed, special care should be taken to assure correct pretension.If the temperature at the time of installation is not – 15°C but +20°C, the correspond -ing thermal movement of the pipeline is 9 mm (see fig. 10). This amount must be subtracted from the original pretension value of the expansion joint: 25 – 9 = 16 mm.
Total anticipated movement of expansion joint in mm
Pre-stressing of expansion joint in mm
Ther
mal
Exp
ansi
on o
f pip
elin
e at
inst
alla
tion
tem
pera
ture
leve
l in
mm
Leng
th o
f pip
elin
e in
mm
Temperature difference in °C betweeninstallation temperature and lowest temperature
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The pretension diagram (fig. 10) allows to determine the correct pretensionvalue as follows:
1. Temperature difference between installation temperature and lowest temperature: -15°C up to + 20°C = 35°C.
2. Length of pipeline to be compensated for: 22 m.3. Draw a straight line from the point "Length of pipeline 22 m" to the " 0°C"
point. 4. Draw a vertical line from the "35°C" point towards the beam coming from
"22 m".5. Draw a horizontal line from this intersection to the line "Thermal expansion
of pipeline in mm"; the result is, as stated above, 9 mm.6. Draw a straigth line from the "9 mm" point to "Total anticipated movement",
this equals 50 mm, and go further to "Pre-stressing of expansion joint in mm".The intersection shows a pre-stressing of 16 mm. This is the value by whichthe axial expansion joint is to be expanded during installation.
Installation of flanged expansion joints• Align pipe axes and flange bolt holes.
- ensure flanges are parallel,- ensure gaskets are on center,- tighten bolts crosswise
• Make sure that the expansion joint is not exposed to torque.• Ensure that bellows are free of objects (dirt) that hinder free movements.
Fig. 11
Connection:TI (malleable cast iron, female thread)TA (malleable cast iron, male thread)RI (gunmetal, female thread)
RA (gunmetal, male thread)EI (stainless steel, female thread)LF (brazing fitting)
correct
wrong wrong
wrong
correct
AnchorPipe support/guide
Pipe support/guide
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Installation of pipes with pressfittingsAxial expansion joints of type 7179 00X are suitable for the compensation ofaxial movements in straight pipelines and are especially developed for theMapress system. With the connection elements welded on both sides, fastand proper assembly is possible at site.When expansion joints are installed in HVAC systems, the installationinstructions of the Mapress company must be absolutely observed.
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Installation of expansion joints with threaded sockets (pretensioned)• Due to the screw connection, a maximum operating pressure of 4 bar is
permissible for gas pipelines.• Rubber seals must not be lubricated or greased.• Oxygen conduits must never get in contact with oil or grease. Otherwise
there is high danger of explosion!• Pipe axes must be aligned.• Make sure that the expansion joint is not exposed to torque during installation.• After installation, make sure that the bellows convolutions are free of dirt.
Fig. 12
Description of fig. 12:• Prior to installation, the threaded sockets/ brazing fittings must be un
scre wed from the expansion joint. The individual parts, particularly the back disks and the seals, are to be kept safely.
• The threaded sockets/ brazing fittings must be screwed in/ brazed in with-out bellows and seals. It is of particular importance that the bellows is notthermically overstressed during brazing. Ensure a gap of the dimension"Overall length bellows + 2x seal thickness" between the threaded sockets/brazing fittings.
• The seal areas of the threaded sockets/ brazing fittings must be parallel toeach other and perpendicular to the pipe axis.
• After installing the threaded sockets/ brazing fittings, the bellows – togetherwith the disks fitted in, the seals and the sockets pulled back - is placed at"expansion joint length" between the threaded sockets/ brazing fittings andtightened by screwing the sockets.
Installation
length+ 2x seals
Installationlength
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Materials of expansion joints with threaded sockets
Permissible operating temperature for:Type 7160 00S - malleable cast iron max. 300°C
- gunmetal max. 225°C
Type 7162 00S (with protective jacket) max.180°C
Fig. 13
1 bellows: stainless steel, 1.4571
2 support ring: stainless steel, 1.4301
3 threaded socket: Type T: malleable cast iron, galvanizedType R: gunmetalType E: stainless steel, 1.4571Type LF: brazing fitting
4 gasket Klinger C-4400
5 protective jacket Type T: carbon steel, galvanized, soft solderedType R: brass, soft solderedType E: stainless steelType L: brass, soft soldered
1 3 2 4 3 5 3 2 1 4 3
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Dismantling pieces
NOTEDepending on the nominal diameter,the installation length EL of the dis-mantling piece must be max. 50 mmlonger than the unrestrained totallength TL.
• Install anchor points on each side: With unrestrained expansion jointsthe thrust must be absorbed by theanchors.
Installation• Flange one side of the dismantling
piece to the pipe end (fig. 14). Onthe other side, pull the dismantlingpiece towards the components(valve, shut-off valve, pumps, etc.)either with long bolts (unrestrained)or with the delivered threaded rods(restrained) (fig.15). When installedcorrectly, the dismantling piece isrestrained (fig. 16).
Disassembly• Untie the long bolts or threaded
rods. The dismantling piece swingsback, creating a gap, which isnecessary for comfortable assemb-ly and disassembly of the compo-nents.
Fig. 14
Fig. 15
Fig. 16
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Angular expansion joints are suited forthe compensation of both, long pipe -line sections of district heating sys -tems as well as short boiler and turb -ine room pipelines of plane and three-dimensional pipeline systems.
A minimum of two and a maximum ofthree angular expansion joints form astatically defined articulated systemand represent one construction unit.Their function depends on the angularmovement of the steel bellows whichis stated in section 6, table "Angularexpansion joints", as "Angular move-ment at 1000 full load cycles".
11.3 Angular and lateral expansion joints
Description of angular expansion joints and their application fields Due to the angular movement of the steel bellows, angular and lateral expan -sion joints are suited to compensate for expansion movements which occurvertically to the longitudinal axis of the expansion joint.The application must be limited to the rated conditions as stated in our techni-cal data sheets and the rating plates that are mounted to each expansion joint.These assembly and start-up instructions are valid for the types listed on p. 366, fig. 22.
Special care or measures should be taken to avoid corrosion damages, e.g. inwater treatment, or to avoid galvanic corrosion in copper and galvanized pipes.
Fig. 17
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The longer the distance L1 betweentwo angular expansion joints (fig. 17),the larger is the expansion movementthat can be compensated for by thesystem and the smaller are the dipla-cement forces. The axial pressurethrusts originating from the internalpressure are transferred through thehinges. The pivoting axes of the hingesare on the center line of the bellows(fig. 17).
Angular gimbal expansion jointsabsorb the thrust through their roundor square gimbal design. This results inthree-dimensional angular movementsaround the X and Z axes (fig. 18).
The function of the lateral expansionjoints is based on the angular move-ment of the steel bellows, as withangular expansion joints. They are alsosuited for the installation within limitedspaces. The movement capacitydepends on the face-to-face lengthor center-to-center distance of thebellows: the longer the distance be -tween the bellows, the larger is thelateral movement capacity (fig. 19).
A longer center-to-center distancereduces the displacement forces of theexpansion joint.
Lateral expansion joints are indepen-dent expansion systems, representinga complete double hinge system.
Description of lateral expansion joints and their application fields
Fig. 18
Fig. 19
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Special features:• Very low anchor loads as the hinge
anchors transfer the pressure thrustresulting from the internal pressure.
• Less demands on the pipe sup-ports/guides.
Even swing hangers may be accept -able.
Depending on their ability to compen-sate for expansion movements, thereare two basic types:
• expansion joints with lateral move-ment compensation on one plane(fig. 20).
• expansion joints with lateral move-ment compensation on a circularplane (fig. 21).
Fig. 20
Fig. 21
Movement in onedirection
Movement in twodirections
FP (Anchor)
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Type overview
AWT 1 Epsilon-C 5AFS 2 7951 DFS 5AFB 5
KAWT 1KAFS 2KAFB 5
LW 1LFS 2LFB 5
366
Angular, gimbal and lateral
expansion joints
Connection ConnectionSound absorbingexpansion joints andvibration absorbers
Type of connection:1 weld end2 flange, welded5 flange, van-stone
Permissible operating temperature:for standard version: max 300°C
11.3.1 Installation advices
Pipe guides, pipe supports• When installing angular (fig. 23) or lateral (fig. 24) expansion joints which
allow an expansion movement laterally on only one plane, observe that thedirection of the pipe expansion and the movement capacity of the expansionjoints match (perpendicular to the axis of the pin axis). For the maximummovement capacity (angular, lateral) see section 6.Angular and lateral expansion joints do not have high demands on the pipesupports and guides. For short pipe routings such as in turbine room pipe -lines, pipe supports and guides may not be necessary at all.
Fig. 22
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• Compensate for the weight of the pipe (incl. medium and insulation) as wellas for wind and additional loads by suitable pipe suspensions or supports.The expansion joint’s movement must not be hindered!
• In long pipelines, a pipe guide should be installed on either side of the hingesystem or lateral expansion joint.
Anchors• Only one hinge system or lateral expansion joint is allowed between two
anchors. The anchors must absorb the inherent resistance of the expansionjoint, resulting from the bending resistance of the bellows and the pin frictionof the hinge supports as well as the frictional forces of the guides/supports.
NOTEPipe guides with excessive frictional resistance resulting from a too high surfa-ce pressure, dirt, or rust deposits may block and cause considerable pressurepeaks in the pipe, its anchors and connections.
Fig. 23 Fig. 24
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Two pin I-system
Arrangements of hinged expansion joints
Two pin gimbal I-system
Three pin Z2a-system
Three pin I-system
Three pin U-system
Three pin Z2b-system
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Vibration compensation with lateral expansion jointsLateral expansion joints with ball joint design are suited to compensate formechanical lateral vibrations in one lateral circular plane, generated by pumps,compressors and other power engines (fig. 25).
If the engine is firmly mounted to its concrete foundation, the installation ofone lateral expansion joint is sufficient in most cases. If the engine is mountedto a flexible foundation, two lateral expansion joints should be provided form -ing a 90° L-system (fig. 26) to compensate for vibrations in all directions.Directly behind the expansion joint, install an anchor which is independent ofthe flexible foundation.
• Expansion joints should always be installed as closely as possible to thesource of vibration – but without pretension!
Three pin gimbal L-system
Fig. 25 Fig. 26
lateral vibrations universal vibrations
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CAUTIONAs a rule, vibrations of very high frequencies due to turbulent flows, occuring,for example, behind safety valves, reducing and shut-down valves as well asvibrations caused by oscillating gas or liquid columns can not be compensatedfor.
PretensionAngular and lateral expansion joints are usually installed with 50% pretensionof their movement capacity. It is advisable to carry out the pretension at thecompletely installed system.• Observe the installation temperature of the pipes, in particular for out-door
pipelines.• If the installation temperature differs from the lowest design temperature,
reduce the pretension in accordance with the pretension diagram (fig. 27).
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ccuring,well aspensated
tensionat the
t-door
ture,g. 27).
Fig. 27
Pretension diagram
Total anticipated movement of expansion joint in mm
Pre-stressing of expansion joint in mm
Ther
mal
Exp
ansi
on o
f pip
elin
e at
inst
alla
tion
tem
pera
ture
leve
l in
mm
Leng
th o
f pip
elin
e in
mm
Temperature difference in °C betweeninstallation temperature and lowest temperature
Applicable for pipelines of St. 35 material
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Example to the diagram
Hinge system or lateral expansion joint for a pipeline measuring 140 m inlength:The lowest temperature is -7°C. The highest temperature is +293°C. The maxi-mum anticipated thermal movement equals 500 mm at the temperature diffe-rence of 300°C. The hinge system or expansion joint is to be pretensioned by 50% (e.g. actingin opposite direction of the pipeline movement) of the total movement, thisequals 250 mm. When the hinge system or expansion joint is installed, special care should betaken to assure correct pretension. If the temperature at the time of installationis not -7°C but +20°C, the corresponding thermal movement of the pipeline is45 mm (see fig. 27). This amount must be subtracted from the original preten-sion value of the hinge system or expansion joint:250 – 45 = 205 mm.The pretension diagram (fig. 27) allows to determine the pretension immediate-ly without any calculation:
1. Temperature difference between installation temperature and lowest temperature: +20°C – (-7°C) = 27°C.
2. Length of pipeline to be compensated for: 140 m3. Draw a vertical line from the "27°C" point towards the beam coming from
"0 - 140m".4. Draw a horizontal line from this intersection to the line "Thermal expansion
of pipeline in mm"; the result is, as stated above, 45 mm.5. Draw a straight line from the "45mm" point to "Total anticipated movement",
this equals 500 mm, and go further to "Pre-stressing of hinge system /expansion joint in mm".
The intersection shows a pretension of 205 mm. This is the value by which thehinge system/ lateral expansion joint is to be pretensioned during installation.
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11.4 Rubber expansion joints
Description of rubber expansion joints and their application fields Rubber expansion joints are particularly suited for• the compensation of mechanical vibrations• axial and lateral movement compensation• the compensation of installation inaccuracies • sound absorption.The application must be limited to the rated conditions as stated in our techni-cal data sheets and the rating plates that are mounted to each expansion joint.These assembly and start-up instructions are valid for the types listed on p. 374, fig. 28.
NOTEFor the technical and operating design of rubber expansion joints, the instruc-tions of section 8.2 up to 8.4 are valid.
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Type overview
Type Material Connection Remarks
3160 00S - B - EPDM threaded sockets
3160 00S - A - EPDM threaded sockets3160 00S - D - EPDMT
ChloropreneNitrile
3140 00S - B - EPDM loose flanges 1) DN 80 up to DN 500: PTFE 1) bellows made of EPDM
with PTFE-coating
3140 00S - A - EPDM loose flanges3140 00S - D - EPDMT
ChloropreneNitrileHypalon
3160 00S - S - EPDM loose flanges
3840 DFS - B - EPDM loose flanges 1) DN 80 up to DN 500: PTFE 1) bellows made of EPDM
with PTFE-coating
3840 DFS - A - EPDM loose flanges3840 DFS - D - EPDMT
ChloropreneNitrileHypalon
3140 00S - C - EPDM rubber flanges other elastomer Nitrile qualities upon request
Fig. 28
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Safety instructionsAdditional to the general safety instructions, the following instructions are to beobserved:• Make sure that rubber expansion joints ar not affected by the dead weight of
the pipeline. The axial and lateral or angular movements stated in the tablesin section 8.7 must not be exceeded.
• During welding, the rubber expansion joints must be protected against heat -ing and welding chips.
• Do not paint or insulate rubber expansion joints.• The sealing faces of the rubber expansion joints must not be coated with
grease, oil, graphite, Molykote or similar substances.• Rubber expansion joints must be installed at accessible positions for perma-
nent visual inspection and easy replacement.
11.4.1 Installation instructions
The permissible installation length for the neutral position must range betweenthe supplied length (BL) and the supplied length minus A/2 (BL*).The movements that are stated in section 8.7 "Tables standard programmeRubber expansion joints" apply to this range of installation lengths. • The rubber expansion joints should be installed in a pre-stressed manner
taking into account the permissible operating length so that they are almoststress-free during operating conditions.
Fig. 29
BL = supplied lengthBL* = BL – A/2ax = permissible movement (A, BL, BL*, ax refer to section 8.7 "Tablesstandard programme Rubber expansion joints".)
expanded neutral compressed
between
and
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Correct combination of sealing surfaces
The flanges of the rubber expansion joints have threaded holes.• For the installation of the bolts refer to fig. 30
Position and torque of bolts DN 25 – DN 500for type A (313), type D (323) and type B (303)
The sealing effect is achieved by an even compression of the sealing rim.Therefore, we recommend the following installation sequence:• Tighten 4 bolts crosswise against 4 spacers of A/2 thickness.• Tighten the remaining bolts without an excess of torque.• Remove spacers.• After the installation of the expansion joints
(3840 DFS-A-..., 3840 DFS-B-..., 3840 DFS-D-...), it is recommended thatthe hex bolts are checked by turning them manually.
• All tie rods should be checked for a uniform fit and tightened, if necessary.
Fig. 30 solution: weld pipe flushwith flange and grindsealing
solution: install interme-diate ring with gasket
correct wrong wrong
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DN Type A Type D Type B25 6,5 -- --32 6,5 -- 840 8 6,5 850 8,5 7 8,565 9 7,5 980 8,5 7 8,5
100 11,5 8,5 11,5125 12,5 11 12,5150 13 11,5 13
200 15,5 14 15,5250 16,5 15 16,5
300 15,5 14 15,5350 16 -- 13
400 16,5 -- 15450 17,5 -- 16
500 17,5 -- 17
Fig. 32
Fig. 31
Table “A”-dimensions
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Position and torque of bolts DN 600 – DN 1000for type C
DN Type C
600 15700 15800 20900 20
1000 201200 251400 301600 301800 302000 30
Fig. 34Fig. 33
Fig. 35
Pipe supports, pipe guides
Table "A"-dimensions
L1 = max. 2 x DN + /2 [mm]L2 = 0.7 x L3 [mm]L3 = 400 x DN [mm] applicable only for steel pipelines = movement capacity of the expansion joint [mm]
A
A/2
Anchor AnchorPipe support/Guide
Pipe support/Guide
Pipe support/Guide
Pipe support/Guide
Pipe support/Guide
Pipe support/Guide
AnchorPipe support/Guide
Pipe support/Guide
Anchor
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Recommended security factor: S = 3.
According to Euler, the length factor β depends on the anchor support/ guidearrangement along the pipeline:
Diagram
Fig. 36
For a quick determination of the maximum possible support/ guide distance,please refer to diagram (fig. 36) which is based on the following assumptions:• β = 1, swing support of the pipeline on the pipe supports/ guides, i.e. no
moment transfer,• E = 210’000 N/mm2, for steel pipelines• Da and s of welded standard pipes according to DIN 2458 with standard
schedule wall thickness,• p = pT = 1,43 x PN, as the maximum permissible test pressure according to
the pressure equipment directive,• Fc = 0, i.e. axial expansion joints in neutral position during pressure testing.
This assumption is conservative as the pretensioned expansion joints wouldreduce the buckling tendency. Nevertheless, with very small nominal diametersthe testing revealed higher buckling forces during operation than during pres-sure testing, due to comparably high displacement forces at expansion jointscompressed to the permissible maximum.
Xβ = 1
X Xβ = 0,7
= Xβ = 0,5
= X = Anchor= = pipe support/guide
Nominal diameter DN
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AnchorsAxial expansion joints• Each section of the pipe that should be compensated must be limited by
anchors.• Only one expansion joint is permitted between two anchors.• Anchors must also be placed at locations where the pipeline changes direc-
tion. They must be able to withstand the axial thrust and the friction forces ofthe pipe guides and supports.
Restrained expansion jointsRestrained rubber expansion joints have a noise-absorbing external restraintwhich is designed to withstand pressure thrusts.• Depending on the application, the pipe anchors must be designed differently:• If the expansion joint is used to compensate for vibrations, the pipe anchors
must avoid resonance.• If the expansion joint is used as a lateral expansion joint, the pipe anchors
must be able to withstand the friction forces of the pipeline and the very lowdisplacement forces.
Vibration compensation• Rubber expansion joints that are used as vibration or noise-absorbing ele-
ments should be installed as close as possible to the vibrating aggregate.• A pipe anchor should be mounted directly after the expansion joint. This
anchor must be able to withstand the full pressure thrust of an unrestrainedexpansion joint (see fig. 37).
• If restrained expansion joints are used, pipe guides should be installed inorder to avoid resonance of the adjacent pipeline (see fig. 38).
NOTE• Expansion joints that are used to compensate for vibrations should be
installed without pretension.
Fig. 37 Fig. 38
Vibrations in all directions
Pipe guide
Pipe guideVibrations in all directions
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System filling
• Pipe anchors and pipe supports/ guides must be completely installed priorto filling and pressure testing the system.
• The permissible test pressure of the expansion joint must not be exceeded.The pressure should be raised gradually.
Ship engineering
Fire sleeves are required for:fuel, lubrication, hydraulic oil, bilge, ballast and sea water cooling systems.
Fire sleeves are not required for:fresh water cooling systems, sanitary systems without connection to the hull,ballast pipes outside of machine rooms, compressed air systems.
Expansion joints with threaded sockets
These expansion joints are delivered pre-assembled and with lubricated seal -ing sufaces. When installing, screw in the screw parts manually until they fit close to thesealing rim. Then tighten by 1 or 2 turns with an adequate tool to ensure thesealing of the screwed connection.
ed by
s direc-forces of
straint
ifferently:anchors
nchorsvery low
ng ele-egate.This
strained
ed in
be
Fig. 39
Type 3160-00S-A-... Type 3160-00S-B-... Type 3160-00S-D-...
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12 Annex / Standards
12.1 Symbols used in pipe construction
Axial expansion joint
Angular expansionjoint
Universal expansionjoint
Lateral expansionjoint
Gimbal expansionjoint
Pressure balanced expansion joint
Not insulated pipeline
Insulated pipeline
Flexible pipe
Pipe with flow direction indicator
Pipe crossing without connection
Pipe crossing with connection
Pipe branch withconnection
Apparatus (without rotating parts)
Apparatus (with rotating parts)
Socket connection
Flange joint
Screwed connection
Coupling
Anchor
Vertical holding device(support)
Suspended holdingdevice (suspension)
Spring suspension
Spring support
Slideway
Suspended pipe slideway
Roller guide
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12.2 Table on guide analyses and characteristic strength values
Unalloyed steel 1.0254 P235T1 St 37.01.0427 C22G1 C 22.3
General structural steel 1.0038 S235JRG2 St 37-21.0050 E295 St 50-21.0570 S355J2G3 St 52-3
Temp. resistant unalloyed steel 1.0460 C22G2 C 22.8
Temperature resistant steel 1.0305 P235G1TH St 35.81.0345 P235GH H I1.0425 P265GH H II1.0481 P295GH 17 Mn 41.5415 16Mo3 15 Mo 31.7335 13CrMo4-5 13 CrMo 4 41.7380 10CrMo9-10 10 CrM0 9 10
Stainless 1.4301 X5CrNi18-10 X 5 CrNi 18 10austenitic steel 1.4306 X2CrNi19-11 X 2 CrNi 19 11
1.4541 X6CrNiTi18-10 X 6 CrNiTi 18 101.4571 X6CrNiMoTi17-12-2 X 6 CrNiMoTi 17 12 21.4404 X2CrNiMo17-12-2 X 2 CrNiMo 17 12 21.4435 X2CrNiMo18-14-3 X 2 CrNiMo 18 14 31.4465 X1CrNiMoN25-25-2 X 2 CrNiMoN 25 25 21.4539 X1NiCrMoCu25-20-5 X 2 NiCrMoCu 25 20 51.4529 X1NiCrMoCuN25-20-7 X 2 NiCrMoCu 25 20 6
High temperature 1.4948 X6CrNi18-11 X 6 CrNi 18 11resistant austenitic steel 1.4919 X6CrNiMo17-13 X 6 CrNiMo 17 13
1.4958 X5NiCrAlTi31-20 X 5 NiCrAlTi 31 20
Heat resistant steel 1.4828 X15CrNiSi20-12 X 15 CrNiSi 20 12(AISI 309)
1.4876 X10NiCrAlTi32-21 UNS N 08800Incoloy 800 ASTM B409/408/407
(1.4876H) X10NiCrAlTi32-20 UNS N 08810Incoloy 800H ASTM B409/408/407
Material Material no Short form Short form group according to according according
DIN EN 10027 to DIN EN 10027 to DIN 17006(old)
– – – –
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* Strength values at room temperature
Documentation Upper apparent Tensile Breaking Impact temperature yielding point strength elongation value
level min. Rm min. min.* * *
ReH / RPO, 2 Rm A5 A80 AV (KV)
DIN EN 10217 300 235 350-480 23DIN EN 10216 350 240 410-540 20 31
DIN EN 10025 300 235 340-470 21-26 27295 470-610 16-20355 490-630 17-22 27 / -20°C
VdTÜV-W350 480 240 410-540 20 31
DIN 17175 480 235 360-480 23 34DIN EN 10028 480 235 360-480 25 27 / 0°CT1/T2 480 265 410-530 23 27 / 0°C
500 295 460-580 22 27 / 0°C530 275 440-590 24 31570 300 440-590 20 31600 310 480-630 18 31
DIN EN 10088 550 230 540-750 45 45550 200 520-670 45 45550 220 520-720 40 40550 240 540-690 40 40550 240 530-680 40 40550 240 550-700 40 40
SEW 400 550 255 540-740 30VdTÜV-W421 400 220 520-720 40 40VdTÜV-W502 400 300 600-800 40
DIN 17459 600 185 500-700 40 38 60205 490-690 35 33 60170 500-750 35 33 80
DIN EN 10095 1000 230 500-750 22
DIN EN 10095 600 210 500-750 30VdTÜV-W 412 VdTÜV-W 434 950 170 450-700 30
– ° C N/mm2 N/mm2 % % J
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Nickel- based alloys 2.4360 NiCu 30 Fe UNS N 04400Alloy 400/ Monel ASTM B127/164/165
2.4602 NiCr 21 Mo 14 W UNS N 06022Alloy C-22 ASTM B575/622/574
2.4605 NiCr 23 Mo 16 Al UNS N 06059Alloy 59 ASTM B575/574/622
2.4610 NiMo 16 Cr 16 Ti UNS N 06455Alloy C-4 ASTM B575/574/622
2.4816 NiCr 15 Fe UNS N 06600Alloy 600 ASTM B168/166/167
2.4819 NiMo 16 Cr 15 W UNS N 10276Alloy C-276 ASTM B575/574/622
2.4856 NiCr 22 Mo 9 Nb UNS N 06625Alloy 625 ASTM B443/446/444
2.4858 NiCr 21 Mo UNS N 08825Alloy 825 ASTM B424/425/423
Pure nickel 2.4068 LC-Ni 99.2 UNS N 02201ASTM B162/160/161
Copper 2.0090 SF-Cu
Copper tin alloys 2.1020 CuSn6 (Bronze) UNS ~ C 519002.1030 CuSn8 UNS C 52100
Copper zinc alloys 2.0250 CuZn20 UNS C 240002.0321 CuZn37 (Messing) UNS C 27200
Copper beryllium alloys 2.1247 CuBe2
Aluminium 3.0255 Al 99.5
Aluminium forging alloy 3.3535 AlMg 33.2315 AlMgSi 1
Titanium 3.7025 Ti
Tantalum - Ta
Werkstoff-Tabelle
Material Material no Short form UNS-Code group according to ASTM Standard
DIN EN 10027
– – – –
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(Continued from tab. 12.2)
DIN 17750 425 195 ≤485 35 80 / 20°CVdTÜV-W263- 600 310 ≥690 45 150 / 20°CVdTÜV-W479- 450 340 ≥690 40 225 / 20°CVdTÜV-W505DIN 17750 400 305 ≥700 35 96 / 20°CVdTÜV-W424DIN EN 10095 450 200 550-750 30 150 / 20°CVdTÜV-W305DIN 17750 800 310 ≥750 30VdTÜV-W400DIN EN 10095 600 410 ≥800 30 100 / 20°CVdTÜV-W499DIN 17750 450 225 550-750 30 80 / 20°CVdTÜV-W432
DIN 17750 600 80 340-450 40VdTÜV-W345
DIN 17670 250 45 ≥200 42
DIN 17670 250 300 350-410 55DIN 17670 250 ≤300 370-450 60
DIN 17670 ≤150 270-320 48DIN 17670 ≤180 300-370 48
DIN 17670 ≤250 390-520 35
DIN 1712 ≤55 65-95 40
DIN 1725 150 80 190-230 20DIN 1725 ≤85 ≤150 18
DIN 17850 250 180 290-410 30 62VdTÜV-W230
VdTÜV-W382 250 150 >225 35
* Strength values at room temperature
Documentation Upper apparent Tensile Breaking Impact temperature yielding point strength elongation value
level min. Rm min. min.* * *
ReH / RPO, 2 Rm A5 A80 AV (KV)
– ° C N/mm2 N/mm2 % % J
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Germany USA
Material Short code UNS/ASTM no. standard Grade
1.0254 P235T1 ~ A106 / A53 A1.0427 C22G1 _
1.0038 S235JRG2 A252 / A500 / A5701.0050 E295 _1.0570 S355J2G3 ~ A714 3
1.0460 C22G2 _
1.0305 P235G1TH A106/A178/A179/A53 A1.0345 P235GH K 02202/A285/A414 A,B,C1.0425 P265GH K 02402/A283/A285 C1.0481 P295GH A106/A414/A555/A662 C,F,E,B1.5415 16Mo3 A204 A,B,C1.7335 13CrMo4-5 A182/A234/A387 F1.7380 10CrMo9-10 A182/A217/A541/A873 F22
1.4301 X5CrNi18-10 AISI 3041.4306 X2CrNi19-11 AISI 304 L1.4404 X2CrNiMo17-12-2 AISI 316 L1.4435 X2CrNiMo18-14-3 AISI 316 L1.4465 X1CrNiMoN25-15-2 N 083101.4529 X1NiCrMoCuN25-20-7 A 3511.4539 X1NiCrMoCu25-20-5 N 089041.4541 X6CrNiTi18-10 AISI 3211.4571 X6CrNiMoTi17-12-2 AISI 316 Ti
1.4948 X6CrNi18-11 AISI 304H / S304801.4919 X6CrNiMo17-13 AISI 316 H1.4958 X5NiCrAlTi31-20
1.4828 X15CrNiSi20-12 AISI 3091.4876 X10NiCrAlTi32-21 N 08800/B409/B408/B407(1.4876H) X10NiCrAlTi32-20 N 08810/B409/B408/B4072.4360 NiCu 30 Fe N 04400/B127/B164/B1652.4602 NiCr 21 Mo 14 W N 06022/B575/B574/B6222.4610 NiMo 16 Cr 16 Ti N 06455/B575/B574/B6222.4816 NiCr 15 Fe N 06600/B168/B166/B1672.4819 NiMo 16 Cr 15 W N 10276/B575/B574/B6222.4856 NiCr 22 Mo 9 Nb N 06625/B443/B444/B4462.4858 NiCr 21 Mo N 08825/B424/B425/B423
12.3 International standards / comparison table
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Great Britain
marking marking marking
France Russia
~ S360 (S;ERW) – –– – –
En 40 B S235JRG2 ~ St 3 psE 295 A 50-2 ~ St 5 ps
En 50 D S355J2G3 ~ 17GS / 17 G1S
– – –
~ 320 / ~ 360 – –141 - 360 A 37 CP –151 - 400 A 42 C P ~ 16K / ~ 20K
224 - 460 B A 48 CP 14G216 Mo 3 / ~ 243 15 D 3 –
13 CrMo 4 - 5/ ~ 620 13 CrMo 4-5 ~ 12ChM / ~ 15ChM10 CrMo 9 -10/ ~ 622 10 CrMo 9-10 12Ch8
304 S 15 Z6 CN 18- 09 08Ch18N10304 S 11 Z2 CN 18-10 03Ch18N11316 S 11 Z2 CND 17-12 –316 S 13 Z3 CND 17-12-03 03Ch17N14M3
– – 02Ch25N22AM2-PT– – –
904 S 13 Z2 NCDU 25-20 –321 S 13 Z6 CNT 18-10 08Ch18N10T320 S 31 Z6 CNDT 17-12 08Ch16N11M3T
304 S 51 – –316 S 50 - 53 – –
NA 15 H Z8 NC 33-21 –
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1 kp 9,81 N
1 at 0,981 bar
1 kpm 9,81 Nm
1 kp / mm2 9,81 N / mm2
1 Mpa 1 . 106 Pa = 10 bar
1 bar 1 . 105 Pa = 100 kPa
12.4 Conversion tables
1 100 1000 0.75 750
1 . 10-2 1 10 7.5 . 10-3 7.5
1 . 10-3 0.1 1 7.5 . 10-4 0.75
1.33 1.33 . 102 1.33 . 103 1 1000
1.33 . 10-3 1.33 . 10-1 1.33 1 . 10-3 1
1 . 103 1 . 105 1 . 106 750 7.5 . 105
1013 1.01 . 105 1.06 . 106 760 7.6 . 105
981 9.81 . 104 9.81 . 105 735.6 7.36 . 105
9.81 . 10-2 9.81 98.1 7.36 . 10-2 73.6
68.9 6.89 . 103 6.89 . 104 51.71 5.17 . 104
Pressure units used in vacuum engineering
mbar
Pa (Nm-2)
dyn cm-2 (µb)
Torr (mm Hg)
micron (µ)
bar
atm
at (kp cm-2)
mm WS (kp m-2)
psi
mbar Pa (Nm -2) dyn cm -2 (µb) Torr (mm Hg) micron (µ)
0.1 N / mm2 14.5038 lb / inch2
1 kp / cm2 14.2233 lb / inch2
1 Pascal 14.5038 . 10-5 lb / inch2
1 kPascal 14.5038 . 10-2 lb / inch2
1 Millipascal 14.5038 . 10-8 lb / inch2
1 bar 14.5038 lb / inch2
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1 . 10-3 9.87 . 10-4 1.02 . 10-3 10.2 1.45 . 10-2
1 . 10-5 9.87 . 10-6 1.02 . 10-5 0.102 1.45 . 10-4
1 . 10-6 9.87 . 10-7 1.02 . 10-6 1.02 . 10-2 1.45 . 10-5
1.33 . 10-3 1.32 . 10-3 1.36 . 10-3 13.6 1.93 . 10-2
1.33 . 10-6 1.32 . 10-6 1.36 . 10-6 1.36 . 10-2 1.93 . 10-5
1 0.987 1.02 1.02 . 104 14.5
1.013 1 1.03 1.03 . 104 14.7
0.981 0.968 1 1 . 104 14.22
9.81 . 10-5 9.68 . 10-5 1 . 10-4 1 1.42 . 10-3
6.89 . 10-2 6.8 . 10-2 7.02 . 10-2 702 1
General pressure units
mbar
Pa (Nm-2)
dyn cm-2 (µb)
Torr (mm Hg)
micron (µ)
bar
atm
at (kp cm-2)
mm WS (kpm-2)
psi
bar atm at (kp cm-2) mm WS (kpm-2) psi
1 1 . 10-1 7.5 . 10-1 9.87 . 10-1 7.5 . 102
10 1 7.5 9.87 7.5 . 103
1.33 1.33 . 10-1 1 1.32 103
1.01 1.01 . 10-1 7.6 . 10-1 1 7.6 . 102
1.33 . 10-3 1.33 . 10-4 1 . 10-3 1.32 . 10-3 1
Conversion of throughput units
mbar l s-1
Pa m3 s-1
Torr l s-1
atm cm3 s-1
lusec
mbar l s-1 Pa m3 s-1 Torr l s-1 atm cm3 s-1 lusec
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392
1 2.20462
0.453592 1
Weight kg pound
kg
pound
1 0.001 1 . 10-9 6.1 . 10-5 3.531 . 10-8
1000 1 1 . 10-6 0.061 3.531 . 10-5
1 . 109 1 . 106 1 61023.7 35.3147
16387 16.387 1.6387 . 10-5 1 5.787 . 10-4
2.832 . 107 2.832 . 104 0.0283169 1728 1
Volume mm3 cm3 m3 inch3 feet3
mm3
cm3
m3
inch3
feet3
1 1 . 10-6 0.00155 1.0764 . 10-5
1 . 106 1 1550 10.7639
645.16 6.452 . 10-4 1 6.944 . 10-3
92903 0.092903 144 1
Area mm2 m2 inch2 feet2
mm2
m2
inch2
feet2
1 5/9(°F-32) K-273.159/5°C+32 1 9/5K-459.67
°C+273.15 5/9(°F+459.67) 1
Temperature ºC ºF ºK
° C
° F
° K
1 0.001 0.03937 0.00328
1000 1 39.3701 3.2808
25.4 0.0254 1 0.0833
304.8 0.3048 12 1
Length mm m inch feet
mm
m
inch
feet
Area
Volume
Weight
Temperature
Length
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1 0.101972 5.7101
10.1972 1 55.991
0.1751 0.01786 1
Spring characteristics N/mm kg/mm Ib/inch
N/mm
kg/mm
Ib/inch
1 3.28084 39.3701
0.3048 1 12
0.0254 0.083333 1
Acceleration m/s2 ft/s2 inch/s2
m/s2
ft/s2
inch/s2
1 9.80665 980665 2.20462
0.101972 1 1 . 105 0.224809
1.01972 . 10-6 1 . 10-5 1 2.24809 . 10-6
0.453592 4.44822 444822 1
Force kp N Dyn Ibf
kp
N
Dyn
Ibf
1 0.001 3.61273 . 10-8 6.2428 .10-5
1000 1 3.61273 . 10-5 0.062428
2.76799 . 107 27679.9 1 1728
16018.5 16.0185 578.704 . 10-6 1
Density g/m3 kg/m3 Ib/inch3 Ib/ft3
g/m3
kg/m3
Ib/inch3
Ib/ft3
1 0.101972 0.737561 8.85073
9.80665 1 7.233 86.796
1.35582 0.138255 1 12
0.112985 0.0115213 0.08333 1
Moments Nm kp . m Ibf . ft Ibf . inch
Nm
kp . m
Ibf . ft
Ibf . inch
Force
Density
Moments
Spring characteristics
Acceleration
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12.5 Corrosion table
Technical informationAll information, data and tables arebased on information and documenta-tion provided by the raw materialsmanufacturer or our many years'experience in the field. This informa -tion does not claim to be completeand is strictly for guidance only. Wecannot accept any liability in this respect. If the user of our products is uncertain in any way about theintended use of our products, werecommend that he carries out hisown tests.
It must also be remembered that allthe details concerning chemicals arebased on analytically pure substancesand never on media mixtures. All therelevant conditions must be observed.
The chemical behaviour of a hose orspring material often also depends onthe pipe material upstream. All sur -faces exposed to the medium must betaken into account, i.e. if there is atendency towards corrosion, but thesurface likely to corrode is very small,the corrosive attack can penetratevery quickly.
Surface films, deposits, ferritic chips,etc. can both prevent corrosion (e.g.thick films) and encourage corrosion(e.g. chloride-enriched deposits).Ferritic chips can even be referred toas true corrosion triggers.
Information on the following corrosion tableThe corrosion rate is expressed as aweight loss per unit of area and time,e.g. g/mm2h or as a reduction inthickness per unit of time, e.g.mm/year. The corrosion rate is usedfor laboratory tests, whereas thethickness reduction is more useful forpractical assessments.
In the tables on the following pages,the corrosion rate or corrosion beha-viour of the various materials is divided into resistance classes 0–3,based on the same corrosive attack.The meaning of the stages is given inthe following table:
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Resistance stage
0
1
2
3
Thicknessreduction mm/year
≤ 0.11
>0.11 ... ≤1.1
>1.1 ... ≤11.0
>11
Resistance
Resistant under normal operating conditions.
In many cases, resistant undernormal operating conditions, but should only be used if otherspecific material properties do not allow the use of a stage 0material.
Medium resistance. Can only be used in cases of exception.
Not resistant. Cannot be used at all.
Meaning of the abbreviations used in the tables
L = risk of pitting corrosionS = risk of stress crack corrosionSchm = molten, meltsKonz = concentrated substanceSP = boiling (boiling point)tr = dry (anhydrous)fe = moistwh = contains waterwL = aqueous solutionges = saturatedkg = cold saturatedhg = hot saturated> 50 = greater than 50≤ 50 = smaller than or equal to 50≤ 0.1 = smaller than or equal to 0.1( ) = different literature information or uncertain values
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Pitting corrosionPitting is a special type of corrosion inelectrolytes containing halogen. The risk of pitting depends on severalfactors.
The pitting tendency increases with- increasing concentration of chloride
ions- increasing temperature- increasing electro-chemical potential
of the steel in the electrolytes con -cerned
The pitting tendency is reduced by- adding molybdenum (increasing
contents of molybdenum in the steelreduces the risk of pitting, e.g. Mocontents between 2% and around 5%)
- higher chromium contents. The higher the chromium content (>20%),the more effective even a small quan-tity of Mo can be.
Preventing pitting- reduction of the electro-chemical
potential in the electrolyte concerned,e.g. by cathodic protection.
Stress crack corrosionStress crack corrosion is one of the typesof corrosion that needs several factors atthe same time to be triggered:- a specific corrosion agent, e.g. chlo -
rides or alkaline media- critical system parameters (temperature,
concentration, limit stress)- a material susceptible to stress crack
corrosion- static and/or dynamic mechanical ten -
sile load
Stress crack corrosion is one of the mostunpleasant forms of corrosion, because itusually leads suddenly and very quicklyto crack damage in components of anykind. The typical phenomenon is inter-crystalline or transcrystalline, undistortedand usually ramified cracks. Often thereis a forced rupture of the component at the end of the crack. Stress crack corro- sion starting from pitting corrosion, butalways from a local, active weak spot, isalso known. Stress crack corrosion canoccur in non-ferrous metals in the sameway as with austenitic mate rials.
Information on types of corrosion
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Acetanilide (Antifebrin) <114 0
Acetate 20 0 0 0 0
Acetate dehydrate 100 20 1 1 0 0 0 0 0 0 1 1 1 0100 SP 0 0 0 0 2 3 2 0
98 <54 0 0 0 099 <40 0 0 0 0
Acetic anhydride alle 20 1 0 0 0 1 1 0 0 0 3 0 0 0100 60 3 0 0 0 1 1 0 1100 100 3 0 0 0 2 2 0100 SP 3 0 0 1 3 1 0 0
Acetone 100 20 1 0 0 0 0 0 0 0 0 0 0 0 0100 SP 1 0L 0L 0 1 0 0 0 1 1 1 0 0
all <SP 1 0L 0L 0 1 0 0 0
Acetylene tr 20 0 0 0 0 0 3 3 3 0 0tr 200 2 2 0fe 20 1tr 100 <150 0 0 0
Acetylene dichloride wL 5 20 3tr 100 20 1L 0L 0 0 0 0 0 0tr 100 SP 2L 1L 0 0 0 0 0 0schm 100 700 0 0 3fe 100 20 0 0 0 0 3
Acetylenetetrachloride tr 100 20 0 0 0 0 0 0 0 0tr 100 SP 0 0 0 0 0 1 1 3fe SP 1 1 3 3
Acytelene cellulose <100 20 1 1 1 0 0
Acytelene chlorid 20 1L 0L 1 2 2 3 3 3 0SP 1L 0L 2 2 2 3 3 3 0
Adhesive, neutral 20 (0) 0 0 0 0 0 1 0 0 0sour 20 (1) 0 0 0 (2)
SP 0 0
Adipic acid all 100 0 0200 0 0
Aethan 20 0 0 0
Aktivine 0.5 20 3 1L 0L 0 10.5 SP 3 1L 0L 0 3
Alanine 20 0 0 0
Allylalkohol 100 25 0 0 0 0 1100 SP 1
Allylchloride 100 25 0 0 0 0
Medium
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
29.3_UK_Kap_13_Korrosionstab.qxp:03_Ratgeber_Metallbälge_UK 30.10.2009 14:47 Uhr
398
Alum 100 20 2 0 0 2 0 0 2 3 3 1wL 10 20 2 0 0 1 1wL 10 <80 3 0 0 1wL 10 SP 3 1 0 1
hg SP 3 2 1
Aluminuim Schm 100 750 3 3 3 3 3 3 3 3
Aluminuim acetate wL 3 20 3 0 0 0 0wL 100 100 3 0 0 1wL all 20 1wL kg 20 0 0 0 2 2 2 1 2wL kg SP 0 0 1
hg SP 0 0 1 2
Aluminuim chloride wL 5 20 3 2L 1L 1 1 1 1 0 2 3 2 05 50 3 2L 1L 1 1 1 1 0 3 3 3 05 100 3 0
10 20 3 3L 2L 1 1 1 1 0 3 3 3 0 310 100 3 010 150 3 020 20 3 1 1 1 1 1 3 3 320 150 3 3
wL 25 20 3 3L 2L 1 1 1 1 0 3 3 3 025 60 3 025 100 3 230 150 3 340 122 3 380 100 3 3
Aluminium fluorid wL 5 25 3 2 2 1 0 0 0wL 10 25 3 3 3 1 1 1 1 0 0
Aluminiumformiate 20 2 3 3 0 0
Aluminium hydroxide ges 20 1 0 0 1 0 0 0 0 0 0ges SP 2 0 0 0
wL 2 20 3 0 0 1 0 0 0 0 1wL 10 20 3 0 0 1 0 0 0 1
Aluminium na-sulphate wL 10 <SP 1
Aluminium nitrate 20 0 0wL 10 20 0 0 2wL 10 50 3
Aluminium oxyde 20 1 0 0 0 0 0 0 0 0 0 0 0 2
Aluminium sulphate wL 10 20 3 0 0 0 0 0 0 0 2 2 1 0 310 SP 3 1 0 1 2 1 1 1 3 3 3 3 350 SP 3 2 1 1 0 3 3 3 3 3
Amber acid 20 0
Medium
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
29.3_UK_Kap_13_Korrosionstab.qxp:03_Ratgeber_Metallbälge_UK 30.10.2009 14:47 Uhr
399
Ammonia tr 10 20 0 0 0 2 1 0 0 0 0 0 0 0 0fe 20 0 0 0 3 0 0 0 3 3 3 0wL 10 20 0 0 0 0 0 0 3 3 3 0wL 10 SP 0 0 3 1 1 0wL 30 20 0 0 0 0wL 30 SP 0 0 1 1wL 50 20 0 0 0 0wL 50 SP 0 0 1 1wL 100 20 0 0 0 0 0wL 100 SP 0 0 1 1
Ammonium alume wL 100 20 3 0 0wL 100 SP 3 3 2
Ammonia bicarbonate all 20 0 0 2 2 1 3 3 3 0 0wL all hot 0 0 2 2 0 3 3 3 0 0
Ammonia bifluoride wL 100 20 3 0 0 020 80 3 0 0 0
Ammonia bromide wL 5 25 3 0 0 2 0 3 3 3 2wL 10 SP 3 1LS 1LS 1wL 10 25 3 1LS 1LS 1 3
Ammonia carbonate wL 20 20 0 0 0 0 0 0 0 0 2 2 2wL 20 SP 0 0 1 0 0 0 1 3 3 3wL 50 20 0 0 0 0 0 0 0wL 50 SP 0 0 1 0 0 0 1
Ammonia chloride wL 25 20 3 1LS 0LS 0 0 0 0 3 3 3 0 2wL 25 SP 3 2LS 1LS 1 1 1 0 3wL 50 20 3 1LS 0LS 1 0 1 0 0 0wL 50 SP 3 2LS 1LS 1 1 1 0
Ammonia fluoride wL 20 80 3 2LS 2LS 0 3 3 3
Ammonia formate wL 10 20 0wL 10 70 0
Ammonia hydroxyde 100 20 0 0 0 3 0 0 0 3 3 3 1
Ammonia nitrate wL 100 20 3 0 0 3 0 3 3 3 0100 SP 3 0 0 3 0 3 3 3 0
10 25 3 0 0 3 0 3 3 3
Ammonia oxalate 10 20 1 0 0 010 SP 3 1 0 0
Ammonia perchlorade wL 10 20 0LS 0LS 1wL 10 SP 0LS 0LS 1wL all <70 0LS 0LS 1
Medium
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
29.3_UK_Kap_13_Korrosionstab.qxp:03_Ratgeber_Metallbälge_UK 30.10.2009 14:47 Uhr
Medium
400
Ammonia persulphate wL 5 20 3 0 0 3 3 1 0 0 2 210 25 3 1 1 3 3 0 2 3 310 30 3 1 1 3 3 0 2 3 320 20 320 100 3
Ammonia phosphate 5 25 0 1 0 1 1 0 0 2 2 2 010 20 0 1 0 3 3 3 110 60 1 1 0 3
Ammonia rhodanide 5 20 3 0 0 0 0 0 05 70 3 0 0 0 0 0 0
Ammonia sulphate wL 1 0 0 1 1 1 0 0 2 2 2 0 2LwL 5 0 0 1 1 1 0 0 2 3 2 0 2LwL 10 20 1 0 1 1 2 0 1 3 3 3 0 2LwL 10 SP 2 0 2 1 2 0 2 3 3 3 0 3LwL 100 20 0 0 0 1 1 0wL 100 SP 1 0 0 1 2 0
Ammonia sulphite wL 100 20 2 0 0 3 3 3 2 3 3 3wL 100 SP 3 0 0 3 3 2 2 3 3 3
Ammoniumfluorsilikat wL 20 40 3 1 0 0
Ammoniummolybdat 100 100 0
Amoniacal copper chloride wL 1 20 1wL 10 20 3wL 20 20 3
Amyl acetate 100 20 0 0 0 0 0 0 0 0 0 0 0100 SP 1 0 0 0 0 0 0 1 0
Amyl alcohol 100 20 0 0 0 0 0 0 0 0 0 0 0 0 0100 SP 1 0 0 0 0 0 0 0 1
Amyl chloride 100 20 1 0LS 0LS 1 1 1 0 0 0 2100 SP 1LS 0LS
Amylmercaptan 100 20 0 0 0 0100 160 0 0 0
Aniline 100 20 0 0 1 0 0 3 3 3 0100 180 1 1 2 3
Aniline cholours 2 2 2
Anilinhydrochloride wL 5 20 3 3 0wL 20 100 0
Aniline sulphite wL 10 20 1L100 20 0
Antimony Schm 100 650 3 3 3 0 3
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
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Medium
401
Antimony chloride tr 20 0 3 3 0 3wL 100 1 0 3
Apple acid wL 20 2 0 0 2 1 1 0 0 3 2 2 0 0wL <50 90 3 0 0 2 1 1 0 0 3 2 2 0 0wL <50 100 3 0 0 2 1 1 0 0 3 2 2 0 0
Arsenic acid wL 65 3 0 0Schm 110 3 2 1
Asphalt 20 0 0 0 0 0 0 0 0 0 0 0 0 0
Atmosphere Land -20 0 0 0 0 0 0 0 0 0 0 0 0 0Indust. bis 1 0 0 0 1 0 0 0 0 1 0 0 1Sea 30 2 0LS 0S 0 0 0 0 0 0 1 0 0 2
Azo benzene 20 0 0 0 0 0 0 0 0 0 0
Barium carbonate 20 3 0 0 1 0 0 0 1
Barium chloride Schm 100 1000 3L 3L 1wL 10 SP 1L 0L 1 1 1 1 0 2 3 3wL 25 SP 1L 0L 1 0 0
Barium hydroxyde fest 100 20 0 0 0 0 1 1 0 0 1 1 1 3wL all 20 0 0 1 1 1 0 0 1 1 1 3wL all SP 0 0 1
100 815 1 1 0wL kg 20 0 0 0 0 1 1 0wL hg SP 0 0 0 0 1 3
50 100 0 1 1 0
Barium nitrate wL all 40 0 0 1 0 2 0 0wL all SP 0 0 1 0 2 0 0Schm 600 0 0 0wL 20 0 0 0 1 1 2 0 0wL >100 3 0 0 1 0 2 0 0
Barium sulphate 25 1 0 0 1 1 0 0 0 0 0 0
Barium sulphite 25 2 0 0 2 3 3 3
Beer 100 20 0 0 0 0 0 0 0 0 1 0 0 0100 SP 0 0 0 0 0 0 0 0
Beer condiment 20 SP 3 1 3 1
Beet sugar syrup 20 (1) 0 0 0 0
Benzene acid wL all 20 0 0 0 0 0wL 10 20 1 0 0 0 0 0 0 0 1 1 1 0 0wL 10 SP 3 0 0 0 0 0 2 0 3wL ges 20 0 0 0 0 0
Benzene chloride tr 100 20 0fe 100 20 3
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
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Medium
402
Benzene, non-sulfureos 100 20 0 0 0 0 0 0 1 0 0100 SP 0 0 1 1 1 1 1 1 1 1
Benzene sulphonal acid 91,3 140 3 3 3 1 392 200 3 3 3 0 3
Blood (pure) 36 0S 0
Bonder solubilzing 98 0 0
Borax wL 1 20 0 0 0 0 0 0wL ges 20 1 0 0 0 0 0 0 0 0 0 0wL ges SP 3 0 0 0 0 0 0 1Schm 3 3 0
Boric acid wL 1 20 3 0 0 1 1 1 0 0 0 0wL 4 20 3 0 0 1 1 1 0 0 0 0wL 5 20 3 0 0 1 1 1 0 0 0 0wL 5 100 3 0 0 2 1 2 0 0 1 2 1 0 0wL ges 20 3 0 0 0 1 1 0 0 0wL all 20 3 0 0 0 0wL all <SP 3 0 0 0 0 0 0
10 20 3 0 0 1 1 1 0 0 0
Boron 20 0 0
Brandy 20 0 0 1SP 0 0 3
Bromide water 0,03 20 0L 0L0,3 20 1L 1L
1 20 3L 3L
Bromine tr 100 20 3L 3L 3L 0 0 0 1 0 0 0 0 2 3tr 100 <65 3L 3L 3L 0 0 1 0 3tr 100 <370 3L 3L 3L 2 3fe 100 20 3L 3L 3L 0 0 3 3 2 3 1 0 3fe 100 50 3L 3L 0 3 3
Butadiene 100 30 0 0 0 0 0 0 020 0 0 0 0 0 0 0 0
Butane 100 20 0 0 0 0 0 0100 120 0 0 1
Butter 20 0 0 0 0 0 0 0 1 2 1 0 0
Butter acid 25 20 3 1 2 1 2 1 0 1 025 60 3 1 2 0 050 20 3 2 0 0
Butter acid 50 60 3 2 0 1ges 20 3 0 0 2 0 0ges SP 3 2 0 2 0 1
Buttermilk 20 0 0 0 0 0 0 0 0
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
29.3_UK_Kap_13_Korrosionstab.qxp:03_Ratgeber_Metallbälge_UK 30.10.2009 14:47 Uhr
Medium
403
Butyl alcohol 100 20 0 0 0 1 1 1 0 0 0 0 0 0 0100 SP 0 0 0 2 2 0 0 0
Butyl acetate 20 0 0 1 0 0 0SP 1
Cadmium Schm 100 350 1 2 2Schm 100 400 2 2
Calcium Schm 100 800 3 3 3
Calciumbisulphite wL ges 20 3 0 0 0 3 1 0ges SP 3 2 0 020 20 0 0 020 SP 1 0 0
Calcium carbonate 20 0 0 0 0 0 0 0
Calium chlorate 100 20 0 0LS 0LS 1 1 1 0 1 1wL 10 20 0LS 0LS 1 1 1 0 1 1wL 10 100 2LS 1LS 1 1 1 0 1 1wL 100 100 2LS 1LS 1 1 1 0 1 1
Calcium Chloride wL 10 20 3 0S 0S 0 0 0 0 0 1 3 1 0 3wL 25 20 3 0L 0L 0 0 0 0 1 3 2 0 3wL 25 SP 3 0LS 0LS 0 0 0 3 0 3
ges 20 3 0L 0L 1 1 0 0 0 3 0 3ges SP 3 1L 0L 2 0 0 0 3 1L 3
Calcium hydroxyde <50 20 0 0 1 1 1 1 0 1 0 0 0 3<50 <SP 0 0 1 1 1 1 0 1 0 3ges 20 0 0 0 0 1 1 0 3ges SP 0 0 0 0 2 2 0 3
Calcium hypochloride wL 10 25 3 3LS 0LS 3 1 1 3 1 0 315 50 3 3LS 0LS 1 0 320 25 3 3LS 0LS 0 1 3 1 0 320 50 3 3LS 0LS 1 0 3
ges <40 3 2LS 1LS 0 0 3
Calcium nitrate 20 100 0 0 0 050 100 0 0 0 0
Schm 100 148 0 0 0 0
Calcium sulphate fe 20 1 0 0 0 0 0 0 0 0(Gypsum) SP 3 0 0 1 1
Calcium sulphite wL ges 20 0 0 0 1ges SP 0 0 0 1
Camphor 20 (0) 0 0 0 0 0 0 0 0 0
Carbon dioxide tr 100 20 0 0 0 0 0 0 0 0 0 0 0 0tr 100 <540 0 0 0 0 0 0 0 0 3 0tr 100 700 3 1tr 100 1000 3 3tr all <760fe 15 25 0 0 1 1 1 0 0 0 0 3
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
29.3_UK_Kap_13_Korrosionstab.qxp:03_Ratgeber_Metallbälge_UK 30.10.2009 14:47 Uhr
Medium
404
Carbon dioxide fe 20 25 1 0 0 0 1 2 1 3fe 100 25 2 0 0 1 1 1 0 0 0 0 3
Carbon oxide, 100 atü 100 20 0 0 0 0 0 0 0 0100 <540 3 (0) 3 (1) (3) 0 2 1
Carbon tetrachloride tr 100 20 0 0L 0L 0 0 0 0 0 0 0 0 0tr 100 75 0L 0L 0tr 100 SP 1 0L 0L 0 0 0 0 0 2fe 20 0 0L 0L 0 0 1 2 1 0 1fe SP 1 1L 1L 3 3 2 2 3 1 3
Carnallite wL kg 20 3 0L 0L 0 0kg SP 3 2LS 1LS 0 0
Castor oil 100 20 (0) 0 0 0 0 0 0 0 0 0 0 0 0100 100 (2) 0 0 0 0 0 0 0 0 0 0 0 0
Cement fe 20 3
Cheese 20 0 0
Chloramin 20 3 1L 0L 0 00,5 SP 3 1L 0L 0 0
Chlorine tr 100 20 0 0L 0L 0 0 0 0 0 0 0 3 0tr 100 100 0 0L 0L 0 0 0 0 0 0 3 0tr 100 <250 3 0L 0L 0 0 0 1 3 3 3tr 100 <400 3 2L 1L 0 0 0 1 3 3tr 100 500 3L 3L 2L 1 1 0 2 1 3 3fe 99 20 3L 3L 3L 0 2 1 0 3 3 2 0 3fe 99 100 3L 3LS 3LS 1 3 3 3 1 3
Chlorine benzene 100 20 0 0LS 0LS 1 1 1 1 0 1 1100 SP 0LS 0LS 1 1 1 1 0 2
Chlorine calcium fe 20 3 1LS 1LS 1 1 3 1 3wL 1 20 3 2LS 0LS 0 3wL 5 20 3 1LS 0LS 0 3 0 3wL 5 100 3 3LS 3LS 0 1 3
Chlorine dioxide tr 70 2 2 0 0 3 3wL 0,5 20 3 3 3 1 3 3wL 1 65 3 3 3 2 3 3
Chlorine sulphinated acid tr 100 20 1LS 0LS 0 0 0 0 0 0 3 0fe 99 20 3 2LS 0LS 3 1 1 3 3wL 10 20 3 3 3 3 0 0 3 3
Chlorine vinegar acid Mono- 50 20 3 3 3 1 1 2 3 3 3Konz 20 3 3 3 1 1<70 SP 3 2 1
Di- 100 100 3Tri- >10 20 3 0L 0L 0 0
SP 3 3 1
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
29.3_UK_Kap_13_Korrosionstab.qxp:03_Ratgeber_Metallbälge_UK 30.10.2009 14:47 Uhr
405
Medium
Chlorine water ges 20 3 1LS 1LS 0 0 3ges 90 3 2LS 2LS 1 3
Chloroform fe 99 20 3 0LS 0LS 0 0 0 0 0 0 0 3fe 99 SP 3 0LS 0LS 0 0 0 0 0 1 1 3
Chocolate 20 0 0 0 0 0 0 0 0 (0) (0) (0) 0 0120 0 0 0 0 0 0 0 0 (0) (0) (0) 0 0
Chromic alum wL ges 20 3 1 0 1 0 0 3 3wL ges SP 3 3 3 2 3 3wL 10 20 3 0 0 0 3 1
Chromium acid wL 5 20 3 0 0 3 3 3 1 0 3 3 3 0 15 90 3 3 3 3 3 1 3 3 3 0
10 20 3 0 0 2 2 2 1 0 3 3 3 0 110 SP 3 3 3 3 3 3 1 0 3 3 3 0 350 20 3 3 3 2 2 2 1 3 3 3 0 250 SP 3 3 3 3 3 3 1 3 3 3 0 3
Chromium sulphate ges 20 2 0 0 0 0 0 0 090 3 3 2 0 0 1 0 0
Cider 20 0 0 1
Cinammon acid 100 20 3
Cocoa SP 2 0 0 0 0 0 0 0 0 0 0 0 0
Coffee wL 20 0 0 0 0 0 0 0 0 0 0 0 0 0SP 2 0 0 0 0 0 0 0 0 0 0 0 0
Copper acetate wL 20 (3) 0 0 (1) (1) (1) 3 3SP (3) 0 0 3 3
Copper-II-chloride wL 1 20 3 1LS 0LS 0 1 0wL 1 SP 3 3LS 3LS 0wL 5 20 3 2LS 1LS 3 1 2 3 2 0 3wL 40 20 3 3 3 3 1wL 40 SP 3 3 3 3 3 3 0wL ges 20 3 3 3 3
Copper-II-cyanide wL 10 20 2 0 0 0wL 10 SP 3 0 0 1wL hg SP 3 0 0 3 3 3 1 3 3
Copper-II-nitrate wL 50 20 0 0 3 3 3 0 1 (2) (3) (2) 0 3wL 50 SP 0 0 3 3 1 0wL ges 20 0 0 3 3 3 0 1 3 0 3
Copper-II-sulphate all 20 3 0 0 2 2 2 0 (1) (3) (1) 0 3(copper vitriol) all <SP 3 0 0 3 3 3 0 0 3 0 3
Cotton seed oil 25 0 0 0 0 0 1 0
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
29.3_UK_Kap_13_Korrosionstab.qxp:03_Ratgeber_Metallbälge_UK 30.10.2009 14:47 Uhr
Medium
406
Creosote 20 0 0 0 0 1SP 3
Creosote 100 20 0 0 0 1 0100 SP 0 0
Crude oil 100 20 1 0 0 0 0 0 0 0100 100 1 0 0 1 0 0 1100 400 3 3 3 3
Cyanide baths 25 00
Developer (Photo) 20 0L 0L
Dichlorethene 100 <50 3 2L 1L 1 0100 SP 0
Dichlorethylene tr <100 <30 0 0L 0L 0 0 0 0 0 0tr 100 SP 0L 0L 0 1
<100 <700 3wh 105 3wh 1:1 <SP
Dichlorethylene 100 20 0 0L 0L 0 0100 SP 0L 0L 2 0 1
Diesel oil 20 0 0 0 0 0 0 0 0 0 0 0 0 0
Diesel oil, S <1% 100 20 0L 0L 0 0 0 0 0 0 1 0 0 0100 100 0 0L 0L 2 0 0 0 0 1 1 1 0 1
Diphenyl 100 20 0 0S 0S 0 0 0 0 0 0 0 0 0 0100 400 0 0S 0S 0 0
Dripping 20 0 0
Dye liquoralkaline or neutral 20 0 0 0 0
SP 0 0 0 0organic sour 20 0 0 0 1
SP 0 0 0 1heavily sulphuric 20 3 1 0 0 0
SP 3 3 1 0slightly sulphuric 20 0 0 0 0
SP 3 0 0
Ether 100 20 0 0 0 1 0 0 0100 SP 0 0 0 0 0
all SP 0 0 0 0 0
Etherial oilCitrus oil 20 0 0 0 0 0 0 0Eucalyptus oil SP 0 0 0 0 0 0 0Caraway seed oil 20 0 0 0 0 0 0 0
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
29.3_UK_Kap_13_Korrosionstab.qxp:03_Ratgeber_Metallbälge_UK 30.10.2009 14:47 Uhr
Medium
407
Ethyl acetate 20 1 0 0 2 1 1 0 0 0 1all <SP 1 0 0 2 1 1 2 2 235 120 1 0 0 1 0 2 2 2
100 20 1 0 0 2 1 1 0 1 0 1100 SP 1 0 0 2 1 1 2 2 2
Ethyl alcohol 100 20 0 0 0 0 0 0 0 0 0 0 0 0 0denaturalized 96 20 1 0 0 0 0 0 0 0 0 0 0 0 0
96 SP 2 0 0 0 0 0 0 0 0 0
Ethyl benzene 115 0 0 0 0 0 0
Ethyl chloride 20 0 0L 0L 0 0 0 0 1 2 2 2 0 1SP 0L 0L 1 3 3 3 0
tr 20 0 0L 0L 0 0 0 0 1 0 0tr SP 0L 0L 1 0 1fe SP 1 0 3wL 25 20 0 0 0 0 1 0wL 50 25 0 0 0 0 1 0wL 70 25 0 0 0 0 1 0wL 100 25 0L 0L 0 0 0 0 1 0wL 5 25 0L 0L 0 0 0 0 0 0 2
Ethylene 20 0 0 0
Ethylene bromide 20 0L 0L 0SP 0L 0L 3
Ehtylene diamide Hydrochloride 100 SP 3 2
Ethylene chloride tr 100 20 0 0L 0L 0 2 0 2 3 2 0 0wL 100 50 3 1L 1L 1 0 3tr 100 SP 0L 0L 0 0fe 100 20 3wL 100 SP 3
20 1 0 0
Ethylene glycol 100 20 0 0 0 1 1 1 0 1 2 2 0100 120 0
Ethylene oxyde 20 0 0 0
Exhaust gas
Exhaust gas (diesel) tr 600 3 0L 0L 0 0 0 0 0 1(Flue gas) tr 600 3 0L 0L 0 0 0 3
900 3 0 0 01100 3 0 0
Fatty acid, high technology 100 60 3 0 0 0 0 0 0 0 0 2 1 0 1100 150 3 0 0 0 1 0 0 0 0 0 3100 235 3 2 0 0 1 0 0 0 3 3 3 0 3100 300 3 3 0 0 1 0 0 0 3 3 3 0 3
Ferro-gallic-ink 20 0 0L 0L 1
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
29.3_UK_Kap_13_Korrosionstab.qxp:03_Ratgeber_Metallbälge_UK 30.10.2009 14:47 Uhr
Medium
408
Fluorbor ether 100 50 0
Fluorine tr 100 20 0 0 0 0 0 0 0 0 0 0 0 3tr 100 200 0 1LS 1LS 0 0 0 3 3tr 100 500 3 0 0 3 3fe 100 20 3 3 2 0 0 0 3 3 3 3
Formic acid 10 20 3 0 0 0 0 0 0 010 SP 3 1 0 2 0 0 0 350 20 3 0 0 0 050 SP 3 3 1 0 080 20 3 0 0 2 0 0 0 1 080 SP 3 3 2 2 1 0 0 0 2
100 20 3 0 0 3 0 1 1 1 0100 SP 3 1 1 3 0
Formic aldehyde 10 20 3 0 0 2 0 0 110 70 3 1 0 240 20 3 0 0 0 0 0 0 0 140 SP 3 0 0 1 0
Freon 100 -40 0 0 0 0 0 0 0 0 0 0 0100 0 0 0 0 0 0 0 0 0 0 0
Fruit acid 20 (1) 0 0 0 0 0 0 0 (0) 0SP (2) 0 0 (0) (0) 1 3 1
Fruit juce 20 1 0 0 0 1 3 1 0SP 1 0 0 0
Fuel, benzene tr 20 0 0 0 0 0 0 0 0 0 0 0 0 0tr SP 0 0 0 0 0 0 0 0 0 0 0 0 0wh 20 0 0 0 0 0 0 0 0 0 0 0 0 3wh SP 0 0 0 0 0 0 0 0 0 0 0 0 3
Fural 100 25 2 0 0 2 0100 SP 3 2
Furaldehyde 20 2 0 0 1 3 1 0SP 3 0 0 3
Gallic acid wL 1 20 0 0wL <50 100 2 0
100 20 2 0 0 0100 SP 3 0 0 3
Gelatine wL 80 1 0 0 0 0 0 0 0 0 1 0 0 0<40 50 1 1 0 0 0 0
Glass Schm 100 1200 1 1 1
Glucose 20 0 0 0 1 0
Glutamine acid 20 1 0 0 080 3 1 1 1
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
29.3_UK_Kap_13_Korrosionstab.qxp:03_Ratgeber_Metallbälge_UK 30.10.2009 14:47 Uhr
Medium
409
Glycerin 100 20 0 0 0 0 0 0 0 0 0 0 0 0 0100 SP 1 0 0 0 0 0 0 0 1 0 0 0 0
Glykol acid 20 3 1 1 0 0 1SP 3 3 3 0 0 1
Gum (raw) 20 1 0 0 0 0 0 0 0 0 0 0 0 0
Heavy fuel 100 20 0L 0L 2 0 0 0 0 0 0 0 0 0
Hexamethylenetetramine wL 20 60 1 0 0 0wL 80 60 2 0
Hydrobromic acid 20 3 3 3 3 3 2 3 2 3 2 3
Hydrocarbon, pure 20 0 0 0 0 0 0
Hydrochloric acid 0.2 20 3 1LS 1LS (1) 0 00.2 50 3 2LS 3LS 0 0
1 50 3 3 3 0 01 100 3 3 3 3 (1)
10 20 3 3 3 (2) 1 1
Hydrofluosilic acid 5 40 3 1L 1L 1 (1) 3100 20 3 1L 2L 1 1 3 1 3100 100 3 2L 2L 1 2 3
Hydrocyanic acid 20 20 3 0 0 2 1 1 0 0 3 3 3 0 0
Hydrogen 100 20 0 0 0 0 0 0 0100 300 1 0 0 0 0 0 0100 500 3 0 0 0 3 0
Hydrogen fluoride 5 20 1 3 3 0 0 0 0 0 3 3 3100 500 3 3 3 1 2 2 3 1 3 3 3 3
Hydrogen fluoride acid all 20 3 3L 3L 1 1 1 1 1 3 3 3 3 3HF-Alkylation 10 20 3 3L 3L 1 1 1 1 0 2 3 2 3 3
80 20 1 1 1 1 1 1 1 3 390 30 1 0 1 1 3 3
Hydrogen superoxide all 20 0 0 1 1 1 0 0 2 1 030 20 0 0 0 1 2 130 70 0 0 0 1 2 185 <70 0 0 0all SP 2 2 0 0 3 1
Hydroquinone 20 1 1 0 0 0
Hydroxylamine sulphate wL 10 20 0 0wL SP 0 0
Hypochlorous acid 20 0 3
Illuminating gas 20 (1) 0 0 0 0
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
29.3_UK_Kap_13_Korrosionstab.qxp:03_Ratgeber_Metallbälge_UK 30.10.2009 14:47 Uhr
410
Inert gas tr 20 0 0 0 0 0 0 0 0 0 0 0 0 0fe 20 0 0 0 0 0 0 0 0 0 0 0 0 0
Ink 100 20 1 0L 0L 0 3100 SP 1L 1L 3
Insulin 100 <40 0 0 0 0
Iod tr 100 20 0 0L 0L 0 0 0 3 3 3 3 0100 300 1 0L 0L 3 0 0 2 3
fe 100 20 3 3L 2L 3 3 1 3
Iod, alcohol 7% 20 3 1L 0L 3 3 3 3
Iod hydrogene acid wL 20 3 3 3 3
Iodoform, steam tr 60 0 0 0 0fe 20 3 0L 0L 0
Iod tincture 20 2L 0L 3
Iron-II-chloride tr 100 20 0 3 3 3 2 0 0wL 10 20 3 3 3 3 3 1 1 3 1 0 3
Iron-III-chloride tr 100 20 0 0L 0L 2 2 2 1 0 3 3 3 0 3wL 10 Sp 3 3L 3L 2 0wL 50 20 3 3L 3L 2 1 0wL 50 <SP 3 3L 3L 3 0
Iron-III-nitrate wL 10 20 3 0 0 0wL all 20 3 0 0wL all SP 3 0 0
Iron phosphate 98 0 0( Bonder )
Iron-II-sulphate wL all 20 0 0 0 1 1 1 3 1 1wL SP 0 0 3 1 1 3
Iron-III-sulphate wL <30 20 3 0 0 0 3 3 3 3<30 <65 3 0 0 0<30 80 3 1 0 3 3 3 3<30 SP 3 1 0
Isopropyl nitrate 20 0
Kerosene 100 20 (0) 0 0 0 0 0 0 0 (0) (0) (0)
Lactic acid wL 1 20 1 0 0 0 2 1 0 01 SP 0 0 0 3
10 20 0 0 (1) 0 0 1 2 1 0 010 SP 3 2 3 3 (2) 1 0 350 20 0 0 1 0 0 0 050 SP 2 1 (1) (0) 0 380 20 0 0 0 080 SP 2 1 0 3
100 SP 2 1 0 3
Medium
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
29.3_UK_Kap_13_Korrosionstab.qxp:03_Ratgeber_Metallbälge_UK 30.10.2009 14:47 Uhr
411
Laquer (also varnish) 20 (1) 0 0 0 0 0 0 0 0 0100 0 (1)
Lead 100 360 (0) (2) (1) (2) 2 0 0600 (0) (2) (1) (3) 0
Lead acetate wL 10 20 0 0 0wL all SP 0 0
Lead nitrate wL 20 0 0wL 100 0 0 0wL 50 20 0 0 3
Lead suggar all 20 0 0 1 1 2 0 2 0 3all SP 0 0 1 1 2 0 2 0 3
Lead vinegar, basic wL all 20 0 0 1 1 2 0 2 3 2 3wL all SP 0 0 1 1 2 0 2 3 2 3
Lime-milk 20 0 0 0 0 0 0 0 0 0 0SP (0) 0 0 0 0 0 0 0 0 0
Lemon acid wL 5 20 2 1 0 0 0 0 0 0 0 0konz. SP 3 2 2 2 2 1 0 2 0 3
Lemonade 20 (1) 0 0 0 0
Linseed oil 20 0 0 0 0 0 0 0 0 1 1 0 0200 (0) 0 0 0 0 0 0 (0) 0
+ 3% H2SO4 200 (3) 1 0 0 0 0 0
Lithium Schm 400 (0) 0 0 0 0 0
Lithium chloride wL kg 3 3 1LS 0 1 0 0 0 0
Lysoform 20 0 0 0 0 0SP 0 0 0 0 0
Lysol 5 20 (2) 0 0 0 0 0 0 05 SP (3) 0 0 0 0 0 0
Magnesium Schm 650 3 3 3 3 3 3 3 3 3 3 0 3
Magnesium carbonate 10 SP (0) 1 0 0 1ges 20 (0) 0 0 0 1
Magnesium chloride tr 100 20 0 0L 0L 0 0 3wL 5 20 3 0LS 0LS 0 0 0 2 0 2wL 5 SP 3 2LS 2LS 0 0 0 2 0 3wL 50 20 3 2LS 1LS 0 0 0 0 3wL 50 SP 3 2LS 2LS 0 0 0 0 3
Magnesium hydroxyde 20 0 0 0 0 0 0 0 0 0 (0) 0 0 3
Medium
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
29.3_UK_Kap_13_Korrosionstab.qxp:03_Ratgeber_Metallbälge_UK 30.10.2009 14:47 Uhr
Medium
412
Magnesium sulphate 0.10 20 (0) 0 0 35 20 2 0 0 1 1 1 0 0 0 3 0 0 0
10 SP 3 0 0 1 0 025 SP 3 0 0 1 150 SP 3 0 0 1 0 0
Malonate acid 20 1 1 1 1 1 1 1 1 150 1 1 1 1 1 1
100 3 3 3 3 3 3
Manganese dichloride 5 100 3 0LS 0LS 1 1 1 0 3 0 010 SP 3 0LS 0LS 1 1 1 0 3 050 20 3 0LS 0LS 0 3 050 SP 3 0LS 0LS 0 3 0
Meat 20 0 0
Methyl acetate 60 SP (0) 0
Methyl alcohol <100 20 (1) 0 0 0 0 0 0 0 0 0 0 0 0100 SP (1) 1 1 0 0 0 0 0 0 0 0 0 1
Methyl chloride tr 100 20 0 0 0 0 0 0 0 0 0 0 0 0 0fe 20 2 0LS 0LS 0 0 0 0 3
Milk fresh 20 (0) 0 0 0 1 0 0 0 (0) (2) 0 070 (1) 0 0 2 2 0 0 0 (0)
sour 20 (1) 0 0sour SP (3) 0 0
Mercury 100 20 0 0 0 0 (3) 0 0 0 3 3 3 (1)100 50 0 0 0 0 3 0 0 3100 370 (0) 3 0 0 3
Mercury chloride 0.1 20 3 0S 0S 0 3 0 0 0 3 3 3 30.1 SP 3 1S 0S 1 3 1 0 0 3 3 3 3
0.74 SP 3 2S 2S 1 0 310 <80 1 3
Mercury cyanide wL 20 (3) 0 0 3 (3) 3 2 0 3 3 3
Mercury nitrate 20 (3) 0 0 (3) 3 3 3 3
Molybdenum acid wL 10 25 1
Monochloracetic acid wL all 20 3 3 3 (1) 2 (1) 3 1 3 330 80 3 3 3 (1) (2) 3 3 3 3 3
Mustard 20 2 0L 0L
Natural gas 100 20 0 0 0 0 0 0 0 0
Naphtene 100 20 0 0 0 0 0 0 0 0 0
Nickel chloride 10 20 3 1LS 1LS 1 1 1 0 0 3 3 110 <60 3 1LS 1LS 0 0 080 <95 0
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
29.3_UK_Kap_13_Korrosionstab.qxp:03_Ratgeber_Metallbälge_UK 30.10.2009 14:47 Uhr
413
Nickel nitrate wL <10 20 3 0 0 3 3 0 0 0 3 0 310 25 3 0 0 3 3 0 0 1 3 0 3
<100 30 3 0 0 3 3 3 0 1 3 0 3
Nickel sulfate wL 20 3 0 0 (3) (1) (1) 0 (1) 0 2 1<60 SP 3 0 0 (3) (1) 0 1
10 25 3 0 0 2 2 2 0 0 0 3
Nitric acid 1 20 3 0 0 0 0 3 3 3 01 SP 3 0 0 2 2 3 3 3 0
10 20 3 0 0 2 1 2 1 0 3 3 3 0 210 65 3 0 0 3 2 0 3 3 3 010 SP 3 0 0 3 3 1 3 3 3 015 20 3 0 0 (1) 015 SP 3 0 0 3 025 20 3 0 0 0 025 65 3 0 0 0 025 SP 3 0 0 3 040 20 3 0 0 0 040 65 3 0 0 1 040 SP 3 0 0 3 050 20 3 0 0 0 050 65 3 1 050 SP 3 1 1 3 065 20 3 0 0 0 065 SP 3 (0) 2 3 090 20 3 0 0 1 090 SP 3 2 2 3 099 20 (1) 1 2 3 099 SP 3 3 3 0
Konz. 20 3 0 0 05 25 3 0 0 1 0 2 0 2
Nitro acid 5 20 0 05 75 1
Nitro benzene 100 100 1 1 1 1 1 0
Nitro gas tr alle 540 0 3 3
Nitrogen 100 20 0 0 0 0 0 0 0 0 0 0 0 0100 200 0 0 0 0 0 0 0100 500 0 1 1 3100 900 1 3
Nitrogen oxide NOx tr 100 20 0 0 3 3 3 0 0 0 0 0fe 100 20 3
Nitrohydrochlorid acid 20 3 3 3L 3L 3 3 3 3 3 3 3 2 3
Novocaine 20 0 0
Oil 20 0 0 0 0 0 0SP (0) 0 0 (0) (0) (1)
Medium
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
29.3_UK_Kap_13_Korrosionstab.qxp:03_Ratgeber_Metallbälge_UK 30.10.2009 14:47 Uhr
Medium
414
Oil acid, tech. 20 (1) 0 0 0 0 0 0 1 (0) 0150 (2) 0 0 0 0 (0) (2) 1 1 0180 3 1 0 1 0 (0) 3 (1) 3235 3 2 0 (0) (0) 3 3
Oxalic acid wL 2 20 3 0 0 2 1 1 1 0 0 2 1 0 02 80 3 0 0 1 1 1 0 3 15 20 3 0 0 2 1 1 1 0 0 15 80 3 1 0 0 3 2
10 20 3 1 0 2 1 1 1 0 (0) 2 1 2 310 SP 3 3 2 2 1 1 0 0 1 3 (3)30 20 3 3 3 2 1 1 1 030 SP 3 3 3 1 1 1 1 350 20 3 3 3 2 1 1 1 050 SP 3 3 3 2 1 1 1 1 3
Oxygen 100 -185 (0) 0 0 0 0 0 0100 20 0 0 0 0 0 0 0100 500 (1) 0 0 0 3 3
Palmitic acid 100 20 0 0 0 0 0 0 0 1 2 1 0 0
Paraffin Schm 120 (0) 0 0 0 0 0 0 0 0 0 0 0 0
Perchloroethylene wL 100 20 0 0L 0L 0 0 0 0 0 0 1 1 0 3100 SP (3) 0L 0L 0 0 0 0 0 (0) (0) (0) 0 3
Petrol tr 20 0 0 0 0 0 0 0 0 0 0 0 0 0tr SP 0 0 0 0 0 0 0 0 0 0 0 0 0
Petroleum (kerosine) 20 0 0 0 0 0 0 0 0 0 1 0 0 0100 0 0 0 (2) 0 0 0 0 (0) (1) (0) 0
Petroleum ether 100 20 0 0100 SP 0 0
Petrolium / fuel 100 20 0 0 0 0 0 0 0100 SP 0 0 0
Phenic acid rein 100 SP 3 1 0 0 0 1 1 0 3(Phenol) wL 90 SP 3 1 0 0 (0) 1 0 3
roh 90 20 (1) 0 0 0 0 0 1 1 1 090 SP 3 1 0 (0) 1 350 20 (1) (1) 0 0 0 050 70 3 1 (1) 0 1 1
Phenolsulphonic acid 30 20 (0) 0 0 0 030 120 0 0
Phosphor tr 20 0 0 0 0
Phosphor penta chloride tr 100 20 (0) (0) 1100 60 (0) (0) 1
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
29.3_UK_Kap_13_Korrosionstab.qxp:03_Ratgeber_Metallbälge_UK 30.10.2009 14:47 Uhr
Medium
415
Phosphorous acid wL 1 20 3 0 0 0 1 0 0 0 2 3 3 0 3chem. pure 5 20 3 0 0 0 1 1 0 0 2 3 3 0 3
10 20 3 0 0 2 1 1 0 0 2 3 3 0 310 80 3 0 0 0 130 20 3 0 0 0 1 0 1 1 1 030 SP 3 1 1 (2) (1) 1 2 2 (1) 350 20 3 0 0 0 0 0 0 (0) 150 SP 3 2 1 (2) 3 3 2 1 (0) 380 SP 3 3 3 3 (0) 1 2 1 3 1
Phosphorous acid <30 25 3 0 0 0 1technical <30 SP 3 0 0 1 3
50 25 3 0 0 0 150 SP 3 3 2 2 385 25 3 0 0 0 385 SP 3 3 3 1 3
Pineapple juice 25 0 0 0 0 0 0 085 1 1 0 0
Pit water (sour) 20 3 0 0 3 2 1 2
Potassium Schm 100 100 0 0 0 0 0600 (0) 0 0800 (0) 0 0
Potassium acetate Schm 100 292 3 0 0 3wL 20 (1) 0 0 0 0 0 1 1
Potassium bi-chromate wL 25 40 3 0 0 1 1 1 1 1 3 3 3 025 SP 3 0 0 1 3 3 3 (0)
Potassium bi-fluoride wL ges 20 0L 0L
Potassium bi-tartrate wL kg 3 0 0 0 0(Cream of tartar) wL hg 3 3 1 1 1
Potassium bromide wL 5 20 3 0L 0L 0 0 0 0 0 15 30 3 0L 0L 0 0 1 1 0 0 0 0 2
Potassium carbonate Schm 100 1000 3 3LS 3LS 0 3wL 50 20 2 0 0 0 0 0 0 0 1 3 1 0 3wL 50 SP 3 3 3 0 0 0 1 3
Potassium chlorate wL 5 20 (2) 0L 0 1 1 1 0 (1) (1) (1) 0 0ges SP 3 0L 0 3 3 3 0 0 1 0 1
Potassium chloride wL 5 85 (2) 0L 0L 1 1 2 0 1 1 2 1 0 330 20 (1) 0L 0L 0 0 0 0 1 1 2 1 0 330 SP 2 1L 0L 0 0 0 1 (2) (2) (1) 0 3
Potassium chromate wL 10 20 0 0 0 0 1 0 0 0 0 0 010 SP (1) 0 0 0 0
<30 30 0 0 0 1 0 0
Potassium chrom. sulph. wL ges 20 3 1 0 1 0 0 3 3ges SP 3 3 3 2 (1) 3 3
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
29.3_UK_Kap_13_Korrosionstab.qxp:03_Ratgeber_Metallbälge_UK 30.10.2009 14:47 Uhr
Medium
416
Potassium cyanate Schm 100 750 3 3wL 10 20 (0) 0 0 (1) 3 3 (0) 1
Potassium cyanide wL 10 SP 3 0 0 3 3 3 3
Potassium hydroxide wL 20 20 0 0 0 0 0 0 0 1 2 1 0 320 SP 0S 0S 0S 0 0 1 1 1 3 0 3
Potassium hydroxide 50 20 0S 0S 0S 0 0 1 1 0 350 SP 0S 3 3 0 0 3 1 1 3 3 3hg 0S 0S 0S 1 3
Schm 100 360 3 3 3 0 3 3 3 3
Potassium hypochloride wL all 20 3 2L 0L 3 3 3 3 0 0 3all SP 3L 3L 3 3 3 3 1 0 3
Potassium iodide wL 20 (0) 0L 0L 3 3 1 0 0 3SP (0) 0L 0L 3 3 1 0 0 3
Potassium nitrate wL 25 20 0 0 0 1 1 1 0 1 0 0 0 (0)(Saltpetre) 25 SP 0 0 1 1 0 1 0 (0) 0
ges 20 0 0 0 1 1 1 1ges SP 2 0 0 1
Potassium nitrite all SP 1 0 0 1 0 0 1 0 1 1 1
Potassium oxalate all 20 0 0 0 0 0 0all SP 0 0 0 0 0 0
Potassium perchlorade wL 25 20 175 50 1
Potassium permanganate wL 10 20 0 0 0 0 (1) 0all SP 3 1 1 0 1 1 0 1 0 0 0
Potassium persulphate wL 10 25 (3) 0 0 (3) (3) 0 0 (3) (3) (3)
Potassium sulphate 10 25 0 0 (1) 1 0 1 0 0 (1)all SP 0 0 0
wL 5 20 3 2 0 0wL 5 90 3 3 3 3
Propane 100 20 (0) 0 0 0 0 0 0 0 0 0 0 0 0
Pyrogallol all 20 (0) 0 0 0 (0) 0all 100 3 (0) 0 1 (0) 0
Quinine-bi-sulphate tr 20 3 3 1 1 0 0 0 0
Quinine sulphate tr 20 3 0 0 1 0 0 0 0
Resina (natural) 100 20 0 0 0 0 1 0100 300 3 0L 0L 1 1
Salycilic acid tr 100 20 1 0 0 0 0 0wL 1 80 (3) 0 0 0 0 (1) (1) 0
ges 20 (3) 0 0 0 0 1
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
29.3_UK_Kap_13_Korrosionstab.qxp:03_Ratgeber_Metallbälge_UK 30.10.2009 14:47 Uhr
Medium
417
Sea water 20 (1) 0LS 0LS 0 0 0 0 0 0 (0) 0 0 (0)50 (1) 1LS 0LS 0 0 0 0 0 (0) (1) 0 0 (0)SP (2) 2LS 1 0 0 0 0 0 (1) (1) (0) 0 (1)
Sewages ( w.o. H2SO4) <40 0 0 0 0 0 0 0 2 3 2 0 3( with H2SO4) <40 0 0 3 3 3 0 3
Silver bromide 100 20 3 2LS 2LS 1 0 0 3 3 3 0 3wL 10 25 3 0LS 0LS 0 0
Silver chloride wL 10 20 3 3LS 3LS 0 1 3 3 3 0 3
Silver nitrate wL 10 20 3 0 0 3 3 1 0 1 3 3 3 0 3wL 10 SP 3 0 0 3 0wL 20 20 3 0 0 1 0Schm 100 250 2 0 0
Sodium 100 20 0 0 0 0100 200 0 0 0 (1)100 600 (3) 0 0
Sodium acetate wL 10 20 0 0 0 0 0 0 0 0 0 0ges SP (2) 0 0 (1) 0
Sodium aluminate wL 20 0 0 0
Sodium bi-carbonate wL 10 20 0 0 0 1 1 1 0 0 1 2 1 0 010 SP (1) 0 0 120 SP 1
Sodium bi-sulphite 10 20 3 0 0 0 1 3 1 (0)10 SP 3 2 0 350 20 3 0 0 0 0 1 3 1 (0)50 SP 3 0 0 (0)
Sodium bromide wL all 20 3 3LS 2LS 0 3all SP 3 3LS 2LS 1 3
Sodium carbonate wL 1 20 0 0 01 75 1L 0 0 0 0 0 1 2 1 0
kg 20 0 0 3kg SP 3 0 0 3
Schm 900 3 3 3 (0)
Sodium chlorate 30 20 2 0LS 0LS 030 SP 3 0LS 0LS (0)
Sodium chloride wL 3 20 (1) 0LS 0LS 1 0 1 0 (0) 33 SP (2) 0LS 0LS 1 0 1 1 (0)
10 20 (2) 0LS 0LS 1 0 1 0 1 2 1 0 110 SP (3) 0LS 0LS 1 0 1 1 1kg 20 (2) 0LS 0LS 1 0 1 0 0 2kg SP (2) 2LS 0LS 1 0 1 1 (0) 2
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
29.3_UK_Kap_13_Korrosionstab.qxp:03_Ratgeber_Metallbälge_UK 30.10.2009 14:47 Uhr
Medium
418
Soap wL 1 20 0 0 0 0 1 0 0wL 1 75 0 0 0 1 0wL 10 20 0 0wL 100 0 0 0 0 3
Sodium citrate wL 3.5 20 0 0 1 1 0 0 0 0 3
Sodium cyanide Schm 100 600 (1) 3 3 3 3 3wL ges 20 3 0 0 3 3 3 3 0 3
Sodium dichromate wL ges 20 0 0 3 3 3 0
Sodium fluoride 10 20 (0) 0LS 0LS 0 0 0 0 (3)10 SP (0) 0LS 0LS 0 0kg 20 0LS 0LS 0 0
Sodium hydroxide fest 100 320 (3) 3 3 0 1 0 0 3wL 5 20 0 0 0 0 0 0 0 0 0 1 (0) 0 3
5 SP 0 0 0 0 0 1 2 1 0 325 20 0 0S 0S 0 0 0 0 0 0 325 SP 2 1S 1S 0 0 0 1 1 0 350 20 0 1S 1S 0 0 0 0 0 0 350 SP 2 2S 2S 0 0 0 1 1 0 3
Sodium hyposulfite all 20 2 0 0 1 1 1 0 0 2 0all SP 2 0 0 1 1 1 0 1 2 0
Sodium nitrate Schm 100 320 3 0 0 1 3 0wL 5 20 (2) 0 0 1 1 0 0 0 0wL 10 20 1 0 0 1 1 0 0 1 1 2 1 0 0wL 30 20 1 0 0 1 1 0 0 1 0wL 30 SP (1) 0 0 1 1 0 0
Sodium nitrite wL 100 20 0 0 2 2 2 1 0 0 0
Sodium perborate wL ges 20 (1) 0 0 1 1
Sodium perchlorate wL 10 20 (2) 0LS 0LS 010 SP (3) 0LS 0LS 0
Sodium peroxide wL 10 20 3 0 0 0 0 1 1 1 3 3 3wL 10 SP 3 0 0 1 0 1 1 1 3 3 3
Sodium phosphate wL 10 20 0 0 0 0 1 2 1 0 (0)10 50 0 0 (0) (0)10 SP 0 0 3 (1)
Sodium pochloride 10 25 (1) 1LS 0LS (0) (0) (0) 2 3 (1) 0 3(javel water) 10 50 (3) 1LS 0LS (0) 1 1 0 3
Sodium salicylate (Aspirin) wL ges 20 0 0
Sodium silicate ges 20 0 0 0 0 0 0 0 0 1 0 0 (2)
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
29.3_UK_Kap_13_Korrosionstab.qxp:03_Ratgeber_Metallbälge_UK 30.10.2009 14:47 Uhr
Medium
419
Sodium sulfate wL 10 20 3 0 0 0 0 0 0 0 0 0 0 0 010 SP 3 0 0 130 20 3 0 0 1 030 SP 3 0 0 1kg 3 0 0 1 1 0 0 0hg 3 0 0 0 0 0 0 0 1
Sodium sulfide wL 20 20 3 0 0 1 3 0 0 2 1 2 0 320 SP 3 0 0 (0) 1 0 350 SP 3 0 0 3 (0) 1 0
wL kg 20 3 (0) (0) 1 1 3 0hg 3 3 1 0 3
Sodium sulfite wL 10 20 (3) 0 0 0 (1) (3) (1) 050 20 (3) 0 0 050 SP 0 0
Sodium thiosulfate wL 1 20 1 0 0 0 0 025 20 3 0 0 0 0 025 SP 3 0L 0L 0 1
100 20 3 0 0 1 1 1 2
Sodium triphosphate wL 10 20 110 SP 125 50 1
Soft soap 20 0 0
Spinning bath <10 80 3 2 1 0 3<10 80 3 3 3 0 3
Steam fe 100 2 0 0 0 0 0 0 0 0 0 0 0 1fe 200 2 0 0 0 0 0 0 0 0 2 0 0 1tr 150 0 0 0 0 0 0 0 0 0 0 0 0 1tr 600 2 0 0 2 1
Stearic acid 100 20 1 0 0 0 0 0 0 0 1 2 1 0 0100 80 3 0 0 0 0 0 0 3100 130 3 0 0 1 0 0 0
Sugar wL 20 1 0 0 0 0 0 0 0 0 0 0wL SP 1 0 0 0 0 0 1 0 0 0
Sulphite lye 20 0 080 2 0
140 3 0
Sulphur tr 100 20 0 0 0 0 0 1 0 1 0 0Schm 100 130 (1) 0 0 3 3 (0) 0 0 3 3 3 0Schm 100 445 3 2 2 0 (0)fe 20 3 1 0 3 3 3 3 3 0
Sulphur chlorine tr 100 30 0 0LS 0LS 0 0 (0) (0) (0) 0 3tr 100 SP 0LS 0LS 0
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
29.3_UK_Kap_13_Korrosionstab.qxp:03_Ratgeber_Metallbälge_UK 30.10.2009 14:48 Uhr
Medium
420
Sulphur dioxide tr 100 20 0 0 0 1 0 0 0 0 0tr 100 400 1 2 0 3tr 100 800 3 3 2 3fe 20 2 0 0 1 3 1 0 1
400 3 1 1 3 0
Sulphur acid 1 20 3 1 0 0 1 1 0 0 1 0 11 70 3 1 0 2 1 0 (0)1 SP 3 1 1 1 3
10 20 3 2 1 1 1 0 2 1 110 20 3 2 1 1 1 0 2 1 110 70 3 2 2 2 2 0 (3)40 20 3 1 1 1 0 2 3 2 1 180 20 3 3 3 1 0 (1) 3 1 3 296 20 1 0 0 1 2 0 0 1 3 296 SP 3 3 3 3 3 3 3 3 3 3 3 3 3
Sulphur hydrogen tr 100 20 1 0 0 0 1 1 0 0 0 0 0 0 0H2S tr 100 100 3 0 0 0 0
tr 100 >200 3 0 0 0tr 100 500 0tr 20 3 0 0 1 0 0 0 3 2 3 0 0
Sulphur monoxyde 100 20 1 0 0 (0) (0) 1 0 1 1 0100 SP 2 0 0 (0) (0) 0
Sulphur trioxide S03 fe 100 20tr 100 20 3 3 3 2 0 0 0 0 3 0
Sulphurous acid S02 fe 200 3 2 0 3 3 0 0 0 3 3 3 0 2(Gas) fe 300 3 2 0
fe 500 3 2 0fe 900 3 3 2
Sulphurous acid wL 1 20 3 0 0 2 2 1 0 1H2S03 wL 5 20 3 0 0 1 0 1 1 1 0 1
wL 10 20 3 0 0 0 0wL ges 20 2 0 0 2 0 1 3
Tannic acid wL 5 20 2 0 0 0 0 0 0 1 0 0 05 SP 3 0 0
10 20 2 0 0 1 1 1 0 0 0 1 0 0 010 SP 3 0 050 20 3 0 0 0 0 0 1 050 SP 3 0 0
Tar 20 0 0 0 0 0 0 0 1 0 0 1SP 2 0 0 0 1 0 0 1
Tin Schm 100 300 2 0 0 3 3 3 0 3Schm 100 400 3 1 1Schm 100 500 3 3 3Schm 100 600 3 3 1
Tin chloride 20 3 1LS 1LS 3 3 0 3SP 3 3LS 3LS 1 3
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
29.3_UK_Kap_13_Korrosionstab.qxp:03_Ratgeber_Metallbälge_UK 30.10.2009 14:48 Uhr
Medium
421
Titaniuim sulphate 10 20 110 SP 1
Toluene 100 20 0 0 0 0 0 0 0 0100 SP 0 0 0 0 0 0 0 0
Tri-chloro acetic acid >10 20 3 3 050 20 3 3 0 0 050 100 3 3 1
Trilene tr 100 20 0 0L 0L 0 0 0 0 0 0tr 100 70 0L 0L 0 3tr 100 SP 0L 0L 0 0 1 1 1 3fe 20 2 0L 0L 0 0 1 2 1 3fe SP 3 1L 0L 0 0 1 2 1 3
Trinitrophenol 20 (0) 0 0 0 0 0 0 0 (0) (0) (0) 0 0200 3 0 0 0 0 0
Trinitrophenol Schm 100 150 3 3wL 3 20 3 0 0 1
25 20 3 0 0 3 (1) 3 3 3ges 20 3 0 0 3 3 3 2 0 3 3 3
Turpentine oil 100 20 0 0 0 0 1 0 0 0100 SP 1 0 0 0 1 0 0 0
Tyoglykolacid 20 1SP 1
Urea 100 20 0 0 0 0 0 0 0 0100 150 3 1 0 1 3 1 0 3
Uric acid wL konz 20 0 0 0 1 0 0 0 0 3wL konz 100 0 0 0 1 0 0 0 0 3
Urine 20 0L 0L 0 0 140 0L 0L 0
Vaseline 100 ≤SP 0 0 0 0
Vegetable soup SP 0 0
Vinegar 20 0 0 1 3 1 0SP 0 0 3 3 3 3
Vinegar acid 10 20 3 0 0 2 1 1 0 0 1 3 1 0 010 SP 3 2 0 1 1 0 0 0 220 20 3 0 0 2 1 1 0 0 0 020 SP 3 0 0 1 1 0 0 0 250 20 3 0 0 2 1 1 0 0 0 1 050 SP 3 3 0 2 1 1 0 0 3 0 280 20 3 0L 0L 1 1 0 0 1 080 SP 3 3L 0L 1 2 1 0 0 299 20 3 0L 0L 2 1 2 0 0 0 099 SP 3 1L 1L 2 1 1 0 0 0
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
29.3_UK_Kap_13_Korrosionstab.qxp:03_Ratgeber_Metallbälge_UK 30.10.2009 14:48 Uhr
Medium
422
Vinyl chloride 20 0 0 0 0 0400 1 1 1
WaterH20 dest. 20 0 0 0 0 0 0 0dest. SP 1 0 0 0 0 0 0 0 0 0 1River water 20 0 0 0 0 0 0 0River water SP 0 0 0 1Tap water hard ≤SP 1 0 0 0 1Tap water soft ≤SP 0 0 0 0 1 0 1Tap water alkaline ≤SP 2 0 0 0 3Pit water sour 20 1 0 0 1 1 2 2Pit water sour 20 1 0 0 2 2 3 3Mineral water 20 1 0 0 3Rainwater flowing 20 2 0 0 0 0 1Rainwater still 20 3Sweat 20 1 0 0 3Sea water 20 1 0LS 0LS 0 0 0 0 0 0 0 0 0 1
SP 2 2LS 1LS 0 0 0 0 0 1 1 0 0 3
Water condensate, pure <200 0 0 0 0 0 0 0 0 0 0 0 0plus CO2 <200 2 1 1 0 1 0plus O2 <200 2 1 0 1 0 0plus C1 <200 2 2LS 2LS 2plus NH3 <200 2 0 3 2 0
Wattle wL 20 2 0 0 0 0 0 0SP 3 0 0 0 0 0
Whiskey 20 3
Wine acidity wL 3 20 0 0 0 0 0wL 10 20 1 0 0 1 1 1 0 0 0 2 0 0 2wL 10 SP 3 0 0 2 2 2 0 1 3 3 0 2wL 25 20 0 0 0 0 0 0 2wL 25 SP 1 0 1 0 1 0 3wL 50 20 0 0 0 0 2wL 50 SP 1 0 1 0 3wL 75 20 0 0 0 0 2wL 75 SP 2 2 1 0 3wL all 1 0 3
Wine vinegar wL 5 20 0 0 0 0 0 0 1 1 1 0
Wine, white & red 20 2 0 0 2 0 0 0 3 3 3SP 3 0 0 3 0 0 0 3 3 3
Xylene 20 0 0 0 0SP 0 0 0 0
Yoghurt 0 3
Zinc Schm 100 500 3 3 3 3 3 3
Zinc chloride wL 5 20 3 3LS 2LS 1 1 1 0 0 2 3 2 0 3wL 5 SP 3 3LS 2LS 1 2 2 0 1 2 3 2 0 3
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
el 4
002.
4360
Inco
nel 6
002.
4816
Inco
loy
825
2.48
58
Hast
ello
y C
2.48
19
Copp
er
Tom
bak
Bron
ce
Tita
nium
Alum
iniu
m
29.3_UK_Kap_13_Korrosionstab.qxp:03_Ratgeber_Metallbälge_UK 30.10.2009 14:48 Uhr
Medium
423
Zinc silicone sulfide wL 30 20 0wL 30 65 2wL 40 20 0wL 50 65 3
Zinc sulphate wL 10 20 2 0 0 1 1 1 0 0 1 3 1 0 1wL 25 SP 3 0 0 1 1 1 0 1 2 0 3wL hg 20 0 0 1 1 1 0 1 1 0 1wL hg SP 0 0 1 3
Conc
entra
tion
%
Tem
pera
ture
(°C)
Unal
loye
d st
eel
18/8
-Ste
el
18/8
+M
o-St
eel
Nick
el
Mon
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Personal notes
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Personal notes
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12.6 Subsidiaries / Holding Companies / Agencies
BOA BKT GmbH Balg- und Kompensatoren-TechnologieLorenzstrasse 2–6D-76297 StutenseePhone +49 (0)7244 99-0Fax +49 (0)7244 99-372E-Mail [email protected] www.boa-bkt.com
BOA AGKompensatorenMetallschläuche und MetallbälgeStation-Ost 1CH-6023 Rothenburg, SwitzerlandPhone +41 (0)41 289 41 11Fax +41 (0)41 289 42 02E-Mail [email protected] www.boa.ch
Subsidiaries/Holding Companies:
Flexible Solutions Group France SASImmeuble OdysséeBâtiment D2–12 Chemin des FemmesF-91300 MASSYPhone +33 (0)1 69 10 88 29Fax +33 (0)1 69 34 48 56E-Mail [email protected] www.fsg-france.fr
BOA Nederland B.V.Postbus 214NL-5000 AE TilburgPhone +31 (0)13 535 06 25Fax +31 (0)13 536 40 85E-Mail [email protected] www.boanederland.nl
American BOA Inc.P.O. Box 1301US-Cumming, Georgia 30028Phone +1 800 856 4580Fax +1 770 889 0661E-Mail [email protected] www.americanboa.com
Agencies:in all important industrial countries
BOA Metallschlauch GmbHMagdeburger Strasse 2D-06484 DitfurtPhone +49 (0)3946 811 269Fax +49 (0)3946 811 270E-Mail [email protected] www.boa-metallschlauch.de
Famas S.A.ul. Kopernika 36PL-90 553 LódzPhone +48 42 6648 400Fax +48 42 6648 401E-Mail [email protected] www.famas.com.pl
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Exp
ansi
on
Join
ts G
uid
e
Expansion JointsGuide
www.boagroup.com
Additional sites in:Buenos Aires, ArgentinaWien, AustriaEmbu – São Paolo, BrazilShanghai, ChinaPlzen, CzechiaChassieu, FranceFère-en-Tardenois, FrancePort Elizabeth, South Africa
BOA Holding GmbHLorenzstrasse 2–6D-76297 StutenseeGermanyPhone +49 (0)72 44 99 0Fax +49 (0)72 44 99 [email protected]
www.boagroup.com
Expansion Joints, Metal HosesMetal Bellows, Plastics Components
Station-Ost 1CH-6023 Rothenburg, Switzerland
Phone +41 (0)41 289 41 11Fax +41 (0)41 289 42 02
www.boa.ch
29.3_UK_00_Umschlag.qxp:29.3_DE_00_Umschlag.qxp 05.11.2009 9:21 Uhr Seite 1