3 - Shock Absorbers, Energy Absorbers, Rigid Struts

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    SHOCK ABSORBERS, ENERGY ABSORBERS,RIGID STRUTS

    PRODUCTGROUP

    3

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    SHOCK ABSORBERS, ENERGY ABSORBERS (E-BARS),RIGID STRUTS, DYNAMIC PIPE CLAMPS

    Field of application________________________________________________3.1

    Main products ____________________________________________________3.2

    Recommendations for use __________________________________________3.3

    Shock absorbers, type 30, type 31 __________________________________3.4

    Installation extensions, type 33 _____________________________________3.7

    Weld-on brackets, type 35__________________________________________3.8

    Operational performance, type 30, type 31____________________________3.9

    Permissible stress factors, type 30, type 31__________________________3.10

    Mode of operation, type 30, type 31________________________________3.11

    Shock absorbers, design characteristics _____________________________3.13

    Shock absorbers, function tests ____________________________________3.14

    Installation instructions, type 30, type 31____________________________3.15

    Maintenance recommendations type 30, type 31 _____________________3.17

    Dynamic pipe clamps, type 36, type 37 _____________________________3.19

    Dynamic pipe clamps overview, OD 33.7 - OD 914.4 __________________3.21

    Dynamic pipe clamps, installation instructions________________________3.31

    Energy absorbers (E-Bar), type 32 __________________________________3.33

    Rigid struts, type 39______________________________________________3.37Pipe whip restraints ______________________________________________3.41

    CONTENTS PAGE

    3

    PRODUCT GROUP 3

    http://lisega%20catalog%202010%20-%20product%20group%200.pdf/http://lisega%20catalog%202010%20-%20product%20group%201.pdf/http://lisega%20catalog%202010%20-%20product%20group%202.pdf/http://lisega%20catalog%202010%20-%20product%20group%204.pdf/http://lisega%20catalog%202010%20-%20product%20group%205.pdf/http://lisega%20catalog%202010%20-%20product%20group%206.pdf/http://lisega%20catalog%202010%20-%20product%20group%207.pdf/http://lisega%20catalog%202010%20-%20product%20group%208.pdf/http://lisega%20catalog%202010%20-%20product%20group%209.pdf/http://lisega%20catalog%202010%20-%20product%20group%200.pdf/http://lisega%20catalog%202010%20-%20product%20group%201.pdf/http://lisega%20catalog%202010%20-%20product%20group%202.pdf/http://lisega%20catalog%202010%20-%20product%20group%204.pdf/http://lisega%20catalog%202010%20-%20product%20group%205.pdf/http://lisega%20catalog%202010%20-%20product%20group%206.pdf/http://lisega%20catalog%202010%20-%20product%20group%207.pdf/http://lisega%20catalog%202010%20-%20product%20group%208.pdf/http://lisega%20catalog%202010%20-%20product%20group%209.pdf/http://lisega%20catalog%202010%20-%20product%20group%209.pdf/http://lisega%20catalog%202010%20-%20product%20group%208.pdf/http://lisega%20catalog%202010%20-%20product%20group%207.pdf/http://lisega%20catalog%202010%20-%20product%20group%206.pdf/http://lisega%20catalog%202010%20-%20product%20group%205.pdf/http://lisega%20catalog%202010%20-%20product%20group%204.pdf/http://lisega%20catalog%202010%20-%20product%20group%202.pdf/http://lisega%20catalog%202010%20-%20product%20group%201.pdf/http://lisega%20catalog%202010%20-%20product%20group%200.pdf/
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    Product group 3 componentsPipe supports specially designed for thepurpose are necessary to absorb and trans-fer loads from dynamic events. With ProductGroup 3, LISEGA provides a comprehensivesystem whereby all fields of application arecovered by the corresponding ideal compo-nent. This enables users to exploit optimumconcepts.

    The LISEGA Product Group 3 includes thefollowing main products:

    shock absorbers, types 30 and 31 energy absorbers (E-Bars), type 32 rigid struts, type 39

    A comprehensive selection of connection pos-sibilities is available for the correct installa-tion of the main products:

    installation extensions, type 33 weld-on brackets, type 35 dynamic pipe clamps, types 36 and 37

    In accordance with the LISEGA modular system, the connecting parts are designed

    to be compatible and are subject to uniformcalculation criteria. A generally applicabletable of permissible loads can be found onpage 0.5 of the Technical Specifications.

    The fundamental calculation procedurescomply with international regulations andstandards and are certified by practical typeand suitability tests.Design Report Summariesin accordancewith ASME III NFare available.

    Dynamic eventsWhenever unplanned dynamic events occur,LISEGA Product Group 3 supports have thejob of protecting the piping or other com-ponents affected from any damage.

    Undesirable abrupt movement of the com-ponents in the system can be caused by:

    A Internal excitation, such as:

    pressure shocks from valve operation water hammer boiler events pipe breakage

    B External excitation, such as:

    wind load seismic events aircraft impact explosions

    Components affected can be:

    piping pumps valve assemblies pressure vessels steam generators

    To avoid unacceptable ten-sion and moments in thepiping system, unplanneddisplacement in piping or other plant components must be eliminated. However, ther-mal movement must not behindered in any way!

    PRODUCT GROUP 3FIELD OF APPLICATION

    3.1

    Diagram of an operating basis earthquake (O.B.E.)

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    3Shock absorbers, type 30, 31The use of shock absorbers (snubbers) ispreferred in thermally operating pipingsystems. In a dynamic event, shock absor-bers instantaneously form a practically rigidrestraint between the protected componentand the structure. Resulting dynamic energycan at once be absorbed and harmlesslytransferred.

    Through the special function of the shockabsorbers, thermal displacements during nor-mal operation remain unhindered.

    Energy absorbers, type 32

    If only slight operational movement is to beexpected at the load application point, thenas a rule energy absorbers can be used.These components allow a small amount of movement, which is limited by an adjustablegap in the end positions. The componentsaffected are protected from overload because,due to the design, the dynamic energy intro-duced is transformed into deformation energy.

    Rigid struts, type 39If no operational movement is to be expec-ted, e.g. at so-called zero positions, thenrigid struts are used. They form rigidrestraints from attachment point to attach-ment point and do not allow axial move-ment. However, as they have angular bear-ings, limited angular movement is permitted.

    PRODUCT GROUP 3MAIN PRODUCTS

    stroke

    free stroke(adjustable)

    rigid

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    PRODUCT GROUP 3RECOMMENDATIONS FOR USE

    Product Group 3components are dynamically stressed. In their use, the following pointsmust be observed for effective functioning:

    1. Where the design of dynamically fixedpoints is concerned, the stiffness of thesupporting system as a whole , i.e. of allcomponents in the support chain, must beconsidered.

    2. In the selection of unit sizes, the total of all loadings avising must be taken intoaccount.

    3. For given loads it must be made clear,

    beyond any doubt, which level of design load(H, HZ, HS, and/or Level A,B,C,D) the datacorresponds to. The table of permissible loadson page 0.5 of the Technical Specificationsmust be observed.

    4. The stroke length of shock absorbersshould not be fully exploited. An overtravelsafety margin of 10mm at each end of thesnubber should be maintained.

    5. When arranging the components, sufficient lateral freedom should be allowed so thatthere is no jamming at connection lugs.

    6. When shock absorbers are arranged inparallel, it is recommended that load re-serves be considered. Instead of 50%, ineach case it is recommended that bothshock absorbers be designed to take 70%of the total calculation load.

    7. The installation drawings should clearlyindicate how much freedom of angulationmay be required by the components.

    8. Any necessary torque values for threadedconnections in the structural attachmentsshould be indicated.

    9. Before commissioning the plant, all sup-port points should again be visually inspec-ted.

    10. The LISEGA instructions for commissioning and inspection, as well as the maintenancerecommendations, are to be observed.

    Special design of dynamic restraint clamp

    Type 37

    Type 30

    Type 33

    Type 35

    Type 35

    Type 39

    Type 36

    Type 35

    Type 39

    Type 36 Type 30

    Type 35

    Type 39

    Type 37 Type 39

    Type 35

    Type 30

    Type 35

    Type 35

    Type 30

    Type 36

    Type 36

    Type 35

    Type 33

    Type 30Type 39

    Type 35

    Type 39

    Type 35

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    LISEGA shock absorbers have stood the test of time in practical applications for over three decades, and thereby proven their outstanding reliability. Extensive operationalexperience has, through constant further development, led to a matured product, uni-

    versally respected and leading worldwide.

    Access to shock absorbers after installation isgenerally difficult and, because of possibledanger from radiation when installed innuclear power plants, involves stringentsafety regulations for personnel. The highestdemands are therefore made on reliable andmaintenance-free continuous service.

    For the reliable operational safety of shockabsorbers, the quality of the following criticalcomponents, together with the functional prin-ciple and whole design, is a decisive factor:

    sealing systems piston and rod guides hydraulic fluid sliding surfaces corrosion-resistant interiors control valve system

    SHOCK ABSORBERSTYPE 30, 31

    The most frequent causes offailure in shock absor-bers are prematurewear and tear andcorrosion. For thisreason LISEGAshock absorbersare manufacuredfrom non-corrodingmaterials and any form of metal to metal contactis precluded by the use of special guide bands.

    At LISEGA, the sealing system, guidings andhydraulic fluid are certified through reliable

    qualification procedures to give at least 23years trouble free operation in nuclear power stations under normal operating conditions.

    The following qualities have led to the recog-nized superiority of LISEGA shock absorbers:

    non-corroding materials special sealing systems vibration proof guide systems pressurized self-contained hydraulic system

    dynamic function exchangeable control valves (Type 31) 23 years approved maintenance-free

    operation 40 year lifespan certified by ASME - NCA 3800

    certified by TV qualificationtesting

    3

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    SHOCK ABSORBERSTYPE 30

    3.5

    See Technical Specifications, table Permissibleloads on page 0.5 and Welding the weld-on bracketson page 3.16

    Usual design load for earthquakes and similar loadevents. See also Technical Specifications, page 0.5

    Emin = piston rod retractedEmax = piston rod extended

    To bridge greater installed lengths,extensions, type 33 (page 3.7) can be used.

    Order details:Shock absorbertype 30 .. ..With two weld-on bracketstype 35 .. ..,

    Marking:

    Type 30 18 16 to 30 03 12Series producedStandard design

    Available from stock or from running production.Only non-corroding materi-als are used. Connectionlugs (material = P250GH,C45E+QT) attached viathreaded connections aregalvanized.

    3.5

    When exchanging other products, the connectiondimensions such as pin diameters and lug lengths canbe made to fit the attachments already built into thestructure.

    Units with longer strokes can be provided onrequest.

    conn. lug

    ball bush

    name plate

    piston rod cover

    travel indicator

    sight glass

    Type

    30 18 1630 38 1630 39 1630 42 1630 43 1630 52 1330 53 1330 62 1630 63 1630 72 1630 73 1630 82 1630 83 1630 92 1330 93 1330 02 1230 03 12

    Nom. load(kN)

    Stroke D d3 Emin F R SGWeight

    (kg)Emax

    388

    18184646

    100100200200350350550550

    10001000

    EmergencyLevel C

    4.010.610.623.923.961.061.0141141267267472472735735

    13351335

    100100200150300150300150300150300150300150300150300

    5470708585

    135135170170200200270270300300390390

    101212151520203030505060607070

    100100

    220315410395545445595535685615765730880760910935

    1085

    320415610545845595895685985765

    1065880

    1180910

    121010851385

    18505058586565

    100100130130165165165165240240

    15202022.522.53030454560607575

    105105145145

    910101212161622223535444449497070

    1.94.35.78.3

    12.020.029.037.051.061.078.0

    122.0147.0175.0207.0390.0460.0

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    3Shock absorbersType 31 98 16 to 31 58 16

    Type 31 shock absorbers arespecially designed to deal withlarge loads.They are mainly used in nuc-lear power stations to protectsteam generators and largepumps. Due to the restrictedspace in such areas, their dimensions are generally de-signed to suit the given condi-tions.The table on this page there-

    fore serves as general orienta-tion during initial planning.Housing and connection lugsare high tensile stainless steelcastings.

    See Technical Specifications, table Permissibleloads on page 0.5 and Welding the weld-on bracketson page 3.16

    Usual design load for earthquakes and similar loadevents. See also Technical Specifications, page 0.5

    Order details:Shock absorber, type 31 .. ..With two weld-on bracketstype 35 .. ..Marking:

    SHOCK ABSORBERSTYPE 31

    Emin = piston rod retractedEmax = piston rod extended

    L max at 80C

    Design of travel indicator for travel range 8(100mm stroke) .

    LISEGA shock absorbers type 31are fitted with exchangeable valves

    for on site testing

    conn. lugball bush travel indicator

    name plateremovable valves fluid level indicator

    weld-on bracket

    Type31 98 1631 99 1631 08 1631 09 1631 28 1631 38 1631 48 1631 58 16

    Weight(kg)Stroke D d3Emin F G H R SG

    Emax Lmax.

    EmergencyLevel C

    Nom. load(kN)

    550550

    100010002000300040005000

    735735

    133513352660400053206650

    100200100200100100100100

    240240330330440540580630

    7070

    100100120140160180

    620735765880870

    102010501140

    720935865

    1080970

    112011501240

    9595

    120120160190205230

    9090

    110110155180200220

    310310385385450620585670

    115145145200150100255205

    105105140140160200245290

    494970708590

    105105

    152181285338648968

    13001750

    E

    L

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    INSTALLATION EXTENSIONSTYPE 33

    Installation extensionstype 33 18 18 to 33 03 12

    Type 33 extensions are usedto bridge larger installationlengths, thus avoiding struc-tural adjustments on site.

    Connection to the shockabsorber or energy absorber is made at the cylinder base. Standard threadedconnections allow thesimple substitution of exten-sions for standard connec-

    tion lugs. The same appliesfor special connections,helpful when exchangingunits made by other manu-facturers, because this wayexisting structural con-nec-tions can remain (see page3.8).

    Material:P355T1

    Order details:Installation extensiontype 33 .. ..L= mm

    for hydr. shock absorber

    Piston at midposition Installation dimensions greater than E max on loadreduction possible. Shorter L dimensions can be supplied,but then without adjustment possibility.

    min. thread engagement

    extension tube

    countering ring lug with ball bushing

    Type

    33 18 1833 38 1833 39 1833 42 1833 43 1833 52 1333 53 1333 62 1833 63 18

    33 72 1833 73 18

    33 82 18

    33 83 18

    33 92 1333 93 1333 02 1233 03 12

    + per100mm

    Nom. load(kN)

    388

    18184646

    100100

    200200

    350

    350

    550550

    10001000

    Shockabs.

    strokeA d3 D

    max Emax

    L minEmin

    L 37.5min

    L 37.5max

    205195195205205220220270270

    315315390

    1071390886440440555555

    520445230763395950600

    14401115

    1855135510701760

    88514552200190018801555

    100100200150300150300150300

    150300

    150

    300

    150300150300

    240315460412635455680510735

    560785

    640

    865

    670895770995

    101212151520203030

    5050

    60

    60

    7070

    100100

    253030353548486464

    838390

    10090

    100115115160160

    445510655617840675900780

    1005

    875110010301711125517511110133513251550

    760760690

    117510301405128019501850

    2415214017102400175023202870279526502550

    0.450.600.600.900.901.501.502.302.30

    5.005.00

    10.0045.0010.0036.0033.0033.0090.0090.00

    0.390.550.550.750.750.720.721.901.90

    3.603.603.404.703.404.705.505.509.509.50

    Weight (kg)

    L 37.5

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    3WELD-ON BRACKETSTYPE 35Weld-on bracketsType 35 19 13 to 35 20 19

    This unit is used as a con-nection for shock absorberstype 30 and 31, energy ab-sorbers type 32 and rigidstruts type 39 (also for types16, 20, 27), and formsthe structural attachment.

    The brackets are made fromeasily weldable carbon steelS355J2G3 and the precisionfit stainless steel connec-

    ting pins.Weld-on brackets type 35can be supplied with bolt-on base plates on request.

    See Technical Specificationstable Permissible loads on page0.5 and Welding of weld-onbrackets on page 3.16

    Fit: bore H7, pin f8.

    Order details: Weld-on bracket, type 35 .. ..

    Flange for connecting to existing extension

    Special lugs

    Special lugs with length adjustment

    Standard extension

    It is a well known fact that most earlier generation shock absorbers do not fulfillcurrent demands and specifications.The result is failure, and huge maintenancecosts. Considerable savings can be made byreplacing these units with LISEGA shock or energy absorbers (E-bars).

    So that connections already existing on sitecan still be used, a range of special connec-tions is available.

    SPECIAL CONNECTIONS

    Nom. load(kN) A B C d3 E F RL

    Weight(kg)

    348

    1846

    100

    200350550

    10002000

    Type

    35 19 1335 29 1335 39 1335 49 1335 59 1935 69 19

    35 79 1935 89 1935 99 1135 09 1335 20 19

    252530355490

    110150180390520

    323237435479

    100130230310320

    121212131523

    2534405865

    101012152030

    506070

    100120

    303034405075

    90115155212245

    9.59.5

    10.512.516.522.5

    35.545507287

    424246526595

    115160220305320

    131315182745

    557580

    100135

    0.20.20.30.51.03.7

    7.917.041.0

    132.0215.0

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    stroke200mm

    SHOCK ABSORBERS TYPE 30, 31OPERATIONAL PERFORMANCE

    3.9

    travel range 8 100 mm, travel range 2 150 mm,travel range 9 200 mm

    Rt = Room temperature. At ambient temperature of 150 C (shortduration, max. 1h) piston rod travel may be increased by up to 50% due toreduced fluid viscosity.

    Measured at a constant piston speed of appr. 0.3 mm/s. Breakawayforce is kept at less than 1.5 of given values.

    If required, Sa can be increased to 0.5 mm by conforming to other performance data (KTA 3205.3 ).

    travel range 8, travel range 3 travel range 8 travel range 92, 9 (stroke 300 ) (stroke 100 ) (stroke 200 )

    6mm 8mm 10mm 12mm

    Type30 Type31

    Piston rod travel Sb at F N, Rt and 1-35 HzPiston rod travel Sa (lost motion)Lockup velocity at Rt

    Frictional resistance

    0.5 mm2-6 mm/s

    Bypass velocity at F N and Rt 0.2-2 mm/s0.01F N or 200N 0.015F N or 300N

    at FN 20 kN at FN20 kN

    0.01F N

    Force travel diagram Force and travel amplitudes

    Operational performanceUnder dynamic load, LISEGA shock ab-sorbers, depending on the operationalload spectrum, offer a constant, predic-table, functional performance.

    Specified function valuesAs standard, LISEGA shock absorbersmaintain the function values listed be-low. The values are based on cyclic or dynamic load.

    The data conforms to international stan-dards and practical requirements.Adherence to the specifications isproven and recorded by acceptance testsat the factory. By means of designadaptations, special parameters can becomplied with on request.

    Actual performance in relation to normal load and travel range

    stroke= 300mm

    Force F

    rigidity

    piston travel S

    Ffaulted

    -Ffaulted

    Femergency

    -Femergency

    FN

    -FN

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    absorbers endure these loads whilemaintaining their functional integrity.

    The special guide systems of the shockabsorbers make them largely resistantto permanent cyclic operating loads.This is confirmed by proven practicalexperience.

    It has to be considered that the rangeof possible influential parameters suchas frequencies, amplitudes, oscillationshapes, impact directions, mono- andmultiaxial effects, as well as possibleoverlapping, permit no uniform definitionof continuous operational vibration.

    Operational Stress FactorsLISEGA hydraulic shock absorbers aredesigned as standard for the operationalloads listed below.

    The specified values have been con-firmed by German TV qualificationtests. Other values can be agreed uponin exceptional cases by design adap-tations.

    SHOCK ABSORBERS, TYPE 30, 31PERMISSIBLE STRESS FACTORS 3

    Resistance to fatigueProof of operational durability is basedon the following accumulated loadspectrum:

    Normal load FN . . . . . .Load cycles10 % . . . . . . . . . . . . .2,000,00050 % . . . . . . . . . . . . . .100,00080 % . . . . . . . . . . . . . . .20,000

    100 % (Level A/B) . . . . . . . . .10,000133 % (Level C) . . . . . . . . . . .100172 % (LeveI D) . . . . . . . . . . . .10

    short term max.1h/temp. cyclemax.40h per year

    at 10-150C

    max.150C

    accumulated

    continuous

    short term

    permanent max.80C

    max.150C

    100%

    X=1

    0.5-1 bar

    5 bar excess pressure

    105 J/ kg ( 107 rad)

    Loading due to environmentaltemperature

    Relative humidity

    Wet steam atmosphere

    Energy dose

    Ambient pressure

    The values cited above refer to a shockabsorber incl. seals and hydraulic fluid.Special values for the fluid only are:

    Pour point

    Flash point

    Ignition point

    300C

    500C

    -50C

    Hydraulic fluid(silicone oil)

    The number of cycles corresponds toestimated maximum dynamic stressesfrom diverse load events within a periodof forty years. It also complies with thetest program requirements of the suit-ability tests conducted by the GermanTV. The results prove that the shock

    Test area for shock absorbers at the Zeven factory, Germany

    Testing shock absorbers, type 31Test load 4500kN

    Optimum testing is achieved by using computer controlled test equipment

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    MODE OF FUNCTION

    Dynamic event In the event of a sudden shock, an instan-taneous, secure and almost rigid connectionis produced between the supported com-ponent and the fixed point on the structure.The resulting dynamic loads are at onceconducted into the structural connection anddissipated without any harmful consequences.

    Normal operational movements of piping andother components remain however unhindered.

    Moments of force can often change directionat random within the framework of complex oscillation spectra. The response frequencyrange for LISEGA shock absorbers is 0.5 -100 Hz.

    FUNCTION

    Control valvesThe function of LISEGA hydraulic shock ab-sorbers type 30 is controlled by the main con-trol valve (B), axially mounted within thehydraulic piston (A).During the piston movement ( 2mm/s) thevalve is kept open by spring pressure, and

    hydraulic fluid flows freely from one side of the piston to the other. During rapid pistonmovement (approx. 2mm/s) above thespeed limit, the resulting fluid flow pressureon the valve plate closes the main valve.The flow of the hydraulic fluid is stoppedand movement blocked. The compressibilityof the fluid cushion has a softening effecton the restriction of the piston. This pre-vents damaging load spikes.For movement in the compressive direction,the compensating valve (D) closes almostsynchronously with the main valve.

    If the pressure on the closed valve subsides,e.g. through reversal of the direction of move-ment, the main control valve opens automa-tically when the fluid force falls short of thespring force.

    BypassTo prevent the valves from jamming in theblocking position, they are fitted with abypass system.

    Function scheme of a shock absorber, type 30

    A B C D

    SHOCK ABSORBERSMODE OF OPERATION

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    This allows limited piston movement under continuing load and ensures safe opening of the valves by rapid equalization of pressurein both cylinder chambers. The compensa-ting valve works synchronously with themain valve in the same way.

    Reservoir For both variable piston rod positions as wellas for changes in hydraulic fluid volumecaused by temperature changes, volume com-pensation takes place through a coaxiallymounted reservoir (C). The link between thereservoir and main cylinder is regulated bythe compensating valve (D).

    Large bore shock absorbers type 31The function of the LISEGA shock absorber type 31 is fundamentally the same as for type

    30.The special dimensions, however, require adifferent design arrangement of the reservoir (C). The valve assembly also differs.

    The valves (B) themselves operate similarlyto those in type 30. The circulation of thefluid is also blocked by closure of the corres-ponding valve in each respective direction of movement. This happens whenever a flow-

    Function scheme of a shock absorber type 31

    A

    C

    B

    speed limit is exceeded. Because the valvesare directly linked to the reservoir, no specialcompensating valve is needed.

    Recurrent testing To facilitate routine maintenance, the controlvalve system is designed for removal with theshock absorber still in place. The valves canthen simply be replaced in the event of arecurrent test by a previously qualified set of valves. A special shut-off device is used toprevent loss of oil. The original valves canthen be remotely tested in a surrogate snub-ber and made ready for use again.

    3

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    SHOCK ABSORBERSDESIGN CHARACTERISTICS

    3.13

    Design characteristicsThe shock absorbers are closed systemswith no external threaded pressureconnections. Individual parts of the unitare assembled without welding bymeans of precision fits and threadedconnections and secured mechanically(see Fig. 3).

    For protection against corrosion,LISE-GA shock absorbers are made exclusi-vely from non-corroding materials. Theconnections are made of galvanizedcarbon steel.The guides on piston rods and pistons

    are made from a special wear-resistantnon-metallic material (see Fig. 2).

    The fluid reservoir is sealed from theatmosphere by a preset piston, so thatslight overpressure in the hydraulicsystem constantly maintains a slightpresetting of the seals.

    The control valves are decisive for thedynamic operation of the shock absorber.To achieve high operational accuracy,the valve parameters have been opti-mized by extensive testing and specialcalculation models.

    SealsThe sealing systems play a vital role inthe long term function of a hydraulicshock absorber. Together with the hyd-raulic fluid and guide bands, the sealsform part of the non-metallic compo-nents of the shock absorber and aretherefore subject to natural ageing andwear. The most important requisite for a lasting sealing effect is the selectionof the right sealing material. A goodmemory for shape retention (compres-sion set) or lowest possible relaxation of tension is thereby an absolute essential.

    For optimum exploitation of materialcharacteristics, the shape of the sealsand the design of their locations arealso important.

    The optimum combination of thefollowing factors is decisive forfunctional efficiency:

    temperature resistance radiation resistance abrasion resistance, especially

    at high frequency vibration good memory for shape retention good dry running qualities limited diffusion tendency into the

    metal surfaces minimal stick/slip drag effect

    The material which best meets these requ-irements is a special compound on thebasis of the fluor elastomer VITON.To exploit the special characteristics tothe fullest extent, the following criteriamust also be considered:

    special design shapes backing compound materials optimum mixture consistency optimally balanced hardness precision in gliding surfaces design of locations for defined

    presetting of seals

    Commercially available seals in shockabsorbers do not fulfill these require-ments, and as experience has shown,lead to premature failure. For LISEGAshock absorbers, a specific sealing sys-tem was developed as early as 1984 incooperation with a major seal manufact-urer. Since then, these seals havedemonstrated their worth in practicalapplication.

    Alongside other successful qualificationprocedures through artificial ageing andfatigue tests, a qualification test proced-ure was carried out on LISEGA shockabsorbers in 1992 by order of a major European nuclear utility. The tests cer-tified a maintenance free service life of at least 23 years in nuclear power plants under normal operating condi-tions.

    Control indicatorsThe piston position of the shock ab-sorbers can be read from all sides bychecking the scale rings on the body of the cylinder. The sturdy stainless steelshroud connected to the piston rod pro-tects it from mechanical damage, dirtand heat and also serves as an indicator.

    The fluid level of the reservoir is indi-cated by the position of the reservoir piston. A sight glass can be used for checking the minimum level in type 30.Type 31 has a marked indicator rodattached to the base of the externalreservoir.

    For details of design and materials,see Technical Specifications.

    (Fig. 1 )

    (Fig. 2 )

    (Fig. 3 )

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    3SHOCK ABSORBERSFUNCTION TESTSLISEGA applies a test procedure using the verylatest technology. The test benches operate asdynamic hydro pulse units, with either force-controlled or travel-controlled excitation asdesired.The frequency bands range from0.5 - 30Hz and the test loads from0.5 - 5000 kN. Altogether, seven test benchesof various sizes are available for LISEGA indifferent factories.At customers request, they are frequently usedon site as mobile units. Several test bencheshave been supplied to different countries to

    The particularly stringent requirements within thenuclear industry demandflawless proof concerning the functional parametersfor shock absorbers.This applies both to thefirst acceptance test as wellas to recurrent testing.

    Acceptance certificate with test diagrams

    Frictional resistance (kN)

    Quasistatic functional tests

    Drag velocity (mm/s)Lock up velocity (mm/s)Bypass velocity (mm/s)

    Load after valve activation (kN)Load at bypass velocity (kN)/bleed rate

    Dynamic functional tests(Load and travel amplitudes)

    displacement (mm)

    compression / tension loads (kN)

    Load/travel diagram

    be used on site by local plant personnel forrecurrent testing.Variable test programs permit shock absorber tests for all makes.

    All LISEGA test benches are regularly inspected,certified and calibrated by authorized bodies.

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    Shock absorbers are pre-cision-made, safety-relatedcomponents. Corresponding care must therefore be takenwhen handling them.For the flawless functioning of the shock absorbers it isessential that the following instructions are observed.

    Transport and storageShock absorbers and related componentsshould be stored in closed rooms and pro-tected from dirt and damage. Transportationmust therefore be carried out with great care.LISEGA recommends that the shock absorbersremain in their original packing until just bef-ore installation. Any damage during shipment,off loading, on site transportation or instal-lation must be reported to the manufacturer immediately.

    Delivery conditionShock absorbers are supplied as fully oper-ational units, complete with hydraulic fluid,

    ready for service. The connecting lugs for type 30 are connected at one end with thebase, at the other with the piston rod andsecured by locking bolts.For type 31 the bottom end lug and cylinder base form a unit.

    LISEGA shock absorbers are made entirelyfrom non-corroding materials, so they needno additional surface treatment. The threadedconnecting lugs are electrogalvanized andwhite chromatized.

    Type 35 weld-on brackets are supplied sepa-rately, including fitted pins. Their surface hasa protective coating of weldable primer.

    For transportation, type 30 shock absorbersare supplied packaged individually in pur-pose made boxes with pistons fully retrac-ted. Type 31 are fixed on special woodenskids.

    For these unit sizes, the actual installationdimensions are preset at the factory.

    InstallationShock absorbers must be inspected for da-mage before installation. Also, the connec-ting lugs must be checked for tight fits. Thestruc-tural attachments on site and weld-onbrackets must be completely welded. Thearrange-ment of the weld-on brackets mustbe such that the maximum angular displace-ment takes place in the direction of thegreatest thermal expansion in service.Lateral displacement is limited to a maxi-mum of 6. Any twisting of the weld-on

    brackets against each other should be pre-vented because of the limitation on move-ment resulting from this.

    All welding at the connections or in their vicinity should be completed before installingthe shock absorbers.

    For installation, type 30 shock absorbers mustbe set at the required installation length (theconnection pin to connection pin dimension)by extending the piston rods. This must bedone slowly, smoothly and below the lockupvelocity to avoid blocking the shock absor-ber. Smaller types can be extended by hand.The weight of the larger shock absorbers canbe exploited to help extend them by hangingthe unit to the connecting lug of the pistonrod.

    The shock absorbers can be installed in prac-tically any conceivable position. The pistonrod should be connected to the heat con-ducting component to dissipate, via the pro-tective shroud, any heat from radiation.

    The installation position of the absorbersshould be so selected as to offer easy accessto the sight glass for fluid inspection duringservice checks.

    Type 30

    weld-on bracket

    conn. lug

    name platepiston rod cover

    travel indicator

    sight glass

    SHOCK ABSORBERS TYPE 30, 31INSTALLATION INSTRUCTIONS

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    ~

    3.16

    3Welding the weld-on bracketsThe following procedure is recommended for the welding of weld-on brackets:

    The minimum weld seam thickness a for type 35 weld-on brackets is dependent onthe angular displacement and . A per-missible stress of 90N/mm 2 at load caseLevel A formed the basis of the calculation.

    If the angular displacement increases to90, the permissible loads are reduced byapproximately 15% at a constant weld seamthickness (a min at = 45 ).For permissible loads, see load table in

    Technical Specifications, page 0.5

    Welding procedure1. Remove pins from weld-on brackets2. Preheat weld-on brackets, from

    type 35 79 19 onwards, to 100C3. Use base electrodes4. Welding should be performed in layers

    to avoid welding distortion.(For sequence, see diagram)

    5. Allow bracket to cool to 100Cafter each welding layer

    Type 31

    =15 = 6

    =30 = 6

    =45 = 6

    The connections to the various attachmentstructures must be form-fit for load actu-ation. All threaded connections in the flux of force must be tightened with sufficienttorque.

    If, after installation, any welding on theattachment structure is performed near theinstalled shock absorber, care must be takenthat no welding current strays through thebody of the snubber.

    After installing the complete system, it isrecommended that each unit be inspectedfor the following:

    A. Correct fitting of form-fit connections for load actuation (locking screws on the connec-ting lugs, secure pins, threaded connec-tions).

    B. All installation points must be checkedfor adequate freedom of movement duringthermal expansion. Care must be taken toallow the connecting lugs to move freely inthe connection brackets and care also takento prevent the piston from reaching the endposition.

    For the piston position, a safety zone of10mm at each end of the cylinder stroke isrecommended. The position can be read fromthe travel scale.

    Before commissioning the plant, a full visualinspection of all shock absorbers and instal-lation situations is recommended.

    weld-on bracketconn. lugname plateball bushing

    travel indicator fluid level indicator

    removable valves

    a a aType

    35 19 1335 29 1335 39 1335 49 13

    35 59 1935 69 1935 79 1935 89 1935 99 1135 09 1335 20 19

    3.03.03.03.0

    5.57.5

    10.514.515.014.023.0

    3.03.03.04.0

    7.09.5

    13.518.020.017.0

    3.03.03.05.0

    8.011.015.521.023.019.0

    ~

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    For normal operating conditions shock absor-bers are designed to function for the entire40 year life of a plant. The seals and hyd-raulic fluid should be changed at least onceduring this period, at the latest after 20years.

    However, under certain conditions (extremestresses) shock absorbers can experience pre-mature ageing and increased mechanical wear.Preventive maintenance is recommended inorder to make sure the shock absorbers re-main fully operational and reliable. This main-tenance is the responsibility of the plant ope-rators.

    Measures

    1. Regular inspection -visual inspection, once per year

    2. Extended inspection -function tests, 12 years aftercommissioning at the latest.

    ImplementationInspection and maintenance work should becarried out by specially trained personnel.LISEGA servicing specialists can do this if required. For dynamic function tests, qualifiedtest benches which can also be brought tothe plant are available.

    1. Regular inspectionRegular inspection should involve a visualinspection carried out once a year on all unitsinstalled. The first inspection should takeplace immediately before commissioning.

    During the regular inspection, not only theshock absorbers must be inspected, but alsothe environmental conditions and installationsituation. The check list should include thefollowing points:

    all units to be inspected, notinginstallation position

    planned operational connectiondisplacements

    special environmental or operatingconditions.

    any maintenance work previouslycarried out.

    3.17

    Mobile computer controlled LISEGAtest bench in a Belgian nuclear

    power plant

    SHOCK ABSORBERSMAINTENANCE RECOMMENDATIONS

    Shock absorbers are com-ponents of great safety-related significance for aplant. They offer protec-tion to the piping systemand other componentsagainst dynamic over-loading due to unplannedload events. As these areunpredictable, the comp-lete functional safety of theshock absorbers must beguaranteed at all times.

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    The following should be checked at theinstalled position:

    Conformity of name plate data withcheck list.

    Correct form fitting of all connections forload actuation

    Correct freedom of movement of shockabsorber during operating displacements

    Position of main piston rod as regardssufficient stroke, including travel reserve(min. 10 mm).

    Exterior condition of shock absorber forany damage or leakage.

    Surrounding area for possible signs ofunusual operating conditions,e.g. increased temperature

    Fluid indicator level

    As long as the reservoir piston cannot beseen through the sight glass there is suffi-

    cient fluid in the reservoir. If the piston isvisible, it must be assumed that fluid hasbeen lost.

    Observations and findings are to be recordedon the check list and if required, recommen-dations for corrective action made.

    2. Extended inspectionAn extended inspection is carried out after 12 years of operation, whereby a number of installed shock absorbers (min. 2 units per type) are subjected to an additional functiontest. After successful testing, the shock ab-sorbers can be reinstalled for further service.In the event of deviations in performance,the shock absorber in question should bedismantled and the function-related parts in-spected. The plant operators are responsiblefor taking and documenting any correctivemeasures.

    The scope of testing and the selection of shock absorbers should be agreed on by therelevant plant department and the serviceengineer responsible. Special considerationis to be given to various stress factors(temperature, radiation, loads, operationalvibrations).

    The timing and scope of the next ExtendedInspection is to be decided on the basis of inspection results recorded.

    After approximately 20 years of operation atthe latest, it is recommended that the hydraulicfluid and seals are replaced in all shock

    absorbers. Following this work, carried outby trained personnel using original LISEGAspare parts, and after successful functiontesting, the shock absorbers can be usedagain for a further 20 years.

    3

    Examples of shock absorber installation in nuclear plants

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    DYNAMIC PIPE CLAMPSTYPE 36, 37

    3.19

    Instability caused by twisted clamps of thefrictional grip type (fig. 1) is especially dan-gerous. Because of the unavoidable creepcharacteristics of preset metals a lasting fric-tional grip cannot be maintained at hightemperatures by way of simple bolt preset-ting. Even oversize boltings do not solve theproblem, because on corresponding preset-ting they would cause impermissible contrac-tion of the pipe (pipe squeezer).

    A typical fault is too soft a clamp design(fig. 2), where the necessary stiffness isnot attained.

    Care should be taken that the connec-tions on the pipe clamps fit snugly.

    So that no constraints arise, sufficientroom for lateral movement ondisplacement in the piping systemmust be guaranteed.

    Prevention of twisting through shear lugsTo prevent twisting, LISEGA recommends onprinciple the use of shear lugs with dynamicpipe clamps (fig. 3, 5, 6). This way, definedand verifiable behavior is ensured.

    Fig. 1

    Fig. 2

    Fig. 3

    Fig. 4

    The lugs maintain the position of the pipeclamps in the expected direction of force andare not subjected to any significant load(fig. 5). Even in the load case, no significantlateral stresses are produced, as the frictionforces on the contact surface of the pipeunder load provide a secure grip.

    Because of the slight forces to be absorbed,welding stress can be kept to a minimum,despite the small dimensions of the shear lugs. Generally, they are kept below 35% of the yield strength, or creep stress limit for load condition H, according to the permis-sible values in ASME / DIN codes.

    Frictional grip with the help of disc springsIf the welding of lugs is not possible for anyfundamental reason, LISEGA offers dynamicpipe clamps fitted with disc springs (fig. 4).Via correspondingly dimensioned sets of springs, a lasting torque for permanent frictiongrip can be produced.

    Fig. 5

    Fig. 6

    Lug dimensions

    Force distribution in a dynamic pipe

    clamp with shear lug connection

    lug

    tube

    frictionlug

    friction

    frict ion t ube= 0.1...0.4 (friction value)

    N = Catalog dimension F less 1mm

    1.5 x N

    0 - 2

    m m

    Catalog dimension B1add. 2mm

    In the sphere of dynamicsupports, the design of pipe clamps is often not carried out with sufficient care. In spite of impeccablemain support units (shock absorbers, rigid struts andenergy absorbers), thefunctioning of the wholeconstruction can be adver-sely affected by faulty pipe clamps.

    O D

    OD

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    If no special arrangement is ordered, thebracket connection is so fitted that the mainangulation range runs along the axis of thepipe. For type 37, the weld-on bracket is tobe ordered separately.

    3LISEGA standard designTo provide the ideal solution for all areas of application and at the same time achievethe most favorable performance weightratios, LISEGA offers four standard designs.

    Dynamic pipe clamps as hanger clampsThe given permissible loads have been cal-culated for dynamic operation with shockabsorbers / rigid struts in accordance with thedynamic load spectra shown on page 3.10.

    In special cases the dynamic clamps are fittedas hanger clamps, under permanent staticload. In this case, the given permissible loadshave to be reduced as per the following table:

    Special designsIn some cases, special designs can be a use-ful alternative to pipe clamps types 36 and37. Especially in cases of parallel and angu-lated arrangements, standardized designand calculation methods have proven their worth.

    SelectionThe selection tables are divided according topipe diameters. Via the temperature rangesand the permissible loads, the type designa-tion for the appropriate clamp is found. After that, the installation dimensions are to bechecked using the drawing. Special attentionmust be given to the lug connections of shockabsorbers, energy absorbers or rigid struts.If the standard pin connection d1 does notfit, another appropriate weld-on bracket (seepage 3.8) can be provided.

    Type 36 .. .1/2/3

    Type 37. .. 1/2/3/4/5/6

    Type 36 .. .4/5

    Type 37 .. .7/8/9

    3.20

    pipe clamp permissibletemperature material permanent

    tensile stress

    until350 C S235JRG2 / S355J2G3100%450 C 16Mo3 90%500 C 16Mo3 55%510 C 13CrMo4-5 65%530 C 13CrMo4-5 55%560 C 13CrMo4-5 45%

    This calculation applies to creep strengths dep. on timein the range of 200,000h at temperatures 450C.

    Special clamp for angular arrangement

    Dynamic axial pipe clamp with shock absorbers

    Type 36 Type 37

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    Calculation of interimvalues: linear interpolation.

    The connecting load grouphas to be stated in the order.On selection of a lower loadgroup than stated in the table,the E dim. of the clamp is re-duced in accordance with theE dim. of the weld-on bracket(see page 3.8 ).

    Lug dimensions: F less 1mm;B1 plus 2mm (see page 3.19).

    Type 36 .. .1

    DYNAMIC PIPE CLAMPSELECTION TABLE OD 33.7 - OD 108.0

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100

    4.0 4.0 4.04.0 4.0

    4.0 3.9 2.9

    101010

    110155160

    757575

    505050

    202020

    999

    222

    Type36 03 1136 03 2136 03 31

    permissible laod (kN)

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100

    permissible load (kN)

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100Type

    36 05 1136 05 2136 05 31

    permissible load (kN)

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100Type

    36 06 1136 06 2136 06 31

    permissible load (kN)

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100Type

    36 07 1136 07 2136 07 31

    permissible load (kN)

    OD 33.7 (ND 25 )

    OD 42.4 (ND 32 )

    OD 48.3 (ND 40 )

    OD 60.3 (ND 50 )

    OD 73.0 (ND 65 )

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100Type

    36 08 1136 08 2136 08 31

    permissible load (kN)

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100Type

    36 09 1136 09 2136 09 31

    permissible load (kN)

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100Type

    36 10 1136 10 2136 10 31

    permissible load (kN)

    OD 76.1 (ND 65 )

    OD 88.9 (ND 80 )

    OD 108.0 (ND 100 )

    Type36 04 1136 04 2136 04 31

    8.0

    8.0

    16

    15

    15

    23

    32 29 2418 15

    13 11 8.1

    201515

    205265270

    165165165

    505050

    353530

    111111

    544

    4.96.55.5

    20 1918 15

    14 11 8.3

    201515

    185230235

    146146146

    505050

    303030

    111111

    544

    3.84.54.3

    14 138.0 7.7

    7.0 5.8 4.3

    151212

    160210215

    125125125

    505050

    252525

    999

    433

    2.22.72.7

    14 128.0 7.6

    6.9 5.8 4.2

    151212

    160210215

    120120120

    505050

    252525

    999

    433

    2.22.72.6

    14 118.0 8.0

    7.2 6.1 4.4

    151212

    150190195

    110110110

    505050

    252525

    999

    433

    1.92.22.2

    8.0 7.46.5 5.1

    4.0 4.0 2.9

    121210

    130175175

    909090

    505050

    202020

    999

    332

    1.21.51.4

    8.0 8.06.4 5.1

    4.0 3.9 2.9

    121210

    130175175

    858585

    505050

    202020

    999

    332

    1.21.41.3

    0.91.11.1

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    Calculation of interim values: linear interpolation.

    The connecting load group has to be stated in the order. On selection of a lower load group than stated inthe table. the E dim. of the clamp is reduced in accordance with the E dim. of the weld-on bracket (see page 3.8 ).

    Lug dimensions: F less 1mm; B1 plus 2mm (see page 3.19 ).

    Type 36 .. .1/2

    Type 36 .. .4

    DYNAMIC PIPE CLAMPSELECTION TABLE OD 114.3 - OD 168.3

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100Type

    36 11 1136 11 2136 11 2436 11 3136 11 34

    permissible load (kN)

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100Type

    36 13 1136 13 2136 13 2436 13 3136 13 34

    permissible load (kN)

    OD 114.3 (ND 100 )

    OD 133.0 (ND 125 )

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100Type

    36 14 1136 14 2136 14 2436 14 3136 14 34

    permissible load (kN)OD 139.7 (ND 125 )

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100Type

    36 16 1136 16 2136 16 2436 16 3136 16 34

    permissible load (kN)OD 159.0 (ND 150 )

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100Type

    36 17 1136 17 1236 17 2136 17 2236 17 24

    36 17 3136 17 3236 17 34

    permissible load (kN)OD 168.3 (ND 150 )

    31

    31

    31

    30

    2951

    2645

    2333

    172843

    132534

    121855

    101746

    7.71333

    2030152030151530

    270270315315340320320345

    230245225240225225240240

    50505050

    1005050

    100

    3545304060304080

    1111111113111116

    56456446

    7.611.58.3

    10.918.7

    7.710.526.0

    27 241843

    1434

    1232

    1027

    7.819

    2015301520

    245300335310320

    220215215215215

    5050

    10050

    100

    3530603060

    1111131113

    54645

    6.77.5

    17.97.2

    15.4

    28 231843

    1434

    1232

    1027

    7.919

    2015301520

    230285320295305

    200200200200200

    5050

    10050

    100

    3530603060

    1111131113

    54645

    6.06.7

    16.26.4

    14.3

    28 231840

    1437

    1333

    1127

    8.018

    2015201520

    225275285285295

    190190190190190

    5050

    10050

    100

    3530603060

    1111131113

    54545

    5.86.3

    12.86.1

    13.0

    28 241840

    1535

    1332

    1026

    8.016

    2015201520

    210270280280290

    175175175175175

    5050

    10050

    100

    3535603060

    1111131113

    54545

    5.16.5

    11.75.5

    11.8

    3

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    Type 36 .. .1/2

    Type 36 .. .4/5

    Calculation of interim values: linear interpolation.

    The connecting load group has to be stated in the order. On selection of a lower load group than stated inthe table, the E dim. of the clamp is reduced in accordance with the E dim. of the weld-on bracket (see page 3.8 ).

    Lug dimensions: F less 1mm; B1 plus 2mm (see page 3.19 ).

    DYNAMIC PIPE CLAMPSELECTION TABLE OD 193.7 - OD 267.0

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100Type

    36 19 11

    36 19 1236 19 2136 19 2236 19 2436 19 3136 19 3236 19 34

    permissible load (kN)OD 193.7 (ND 175 )

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100Type

    36 22 1136 22 12

    36 22 2136 22 2236 22 2436 22 3136 22 3236 22 34

    permissible load (kN)OD 219.1 (ND 200 )

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100Type

    36 24 1136 24 1236 24 21

    36 24 2236 24 2436 24 2536 24 3136 24 3236 24 3436 24 35

    permissible load (kN)OD 244.5 (ND 225 )

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100Type

    36 26 1136 26 1236 26 2136 26 2236 26 2436 26 2536 26 3136 26 3236 26 3436 26 35

    permissible load (kN)OD 267.0 (ND 250 )

    50

    65

    4965

    4965

    4965

    4457

    3848

    294374

    110

    23355887

    18325278

    17274366

    13193247

    30302030305015203030

    335335410410410425410410435435

    345350340350340350340350340350

    50505050

    100100

    5050

    100100

    45454045809040458090

    11131113131611131616

    6656674566

    16.018.516.022.036.050.014.519.037.045.0

    4557

    3647

    29

    4374109

    22

    355886

    18335279

    17274466

    13183244

    303020

    30305015203030

    320320400

    400400415395395420420

    320330320

    330320330320330320330

    505050

    50100100

    5050

    100100

    454540

    45809040458090

    111311

    13131611131616

    665

    6674566

    15.017.015.0

    21.535.048.013.518.035.043.0

    4457

    3849

    284371

    233558

    183353

    172844

    132032

    3030

    203030152030

    310310

    385385385370370395

    300300

    290300290290300290

    5050

    5050

    1005050

    100

    4545

    404580404580

    1113

    111313111316

    66

    566456

    14.016.0

    14.020.033.012.516.534.0

    46

    57

    37

    49274368

    233658

    183454

    172845

    131933

    30

    30203030152030

    285

    285355355355350350375

    270

    275265275265265275265

    50

    505050

    1005050

    100

    45

    45404580404580

    11

    13111313111316

    6

    6566456

    12.5

    14.013.417.729.012.515.530.0

  • 8/9/2019 3 - Shock Absorbers, Energy Absorbers, Rigid Struts

    27/443.24

    3

    Calculation of interim values: linear interpolation.

    The connecting load group has to be stated in the order. On selection of a lower load group than stated inthe table, the E dim. of the clamp is reduced in accordance with the E dim. of the weld-on bracket (see page 3.8 ).

    Lug dimensions: F less 1mm; B1 plus 2mm (see page 3.19 ).

    Type 36 .. .1/2/3

    Type 36 .. .4/5

    DYNAMIC PIPE CLAMPSELECTION TABLE OD 273.0 - OD 355.6

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100Type

    36 27 1136 27 1236 27 1436 27 1536 27 2136 27 2236 27 2436 27 2536 27 3136 27 3236 27 3436 27 35

    permissible load (kN)OD 273.0 (ND 250 )

    C Emax Ad1 B B1 kgF max.Load gr.250 350 450 500 510 530 560100Type36 32 1136 32 1236 32 1336 32 1436 32 1536 32 2136 32 2236 32 2336 32 2436 32 2536 32 3136 32 32

    36 32 3336 32 3436 32 35

    permissible load (kN)

    OD 323.9 (ND 300 )

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100Type

    36 36 1136 36 1236 36 1336 36 1436 36 1536 36 2136 36 2236 36 2336 36 2436 36 2536 36 3136 36 3236 36 3336 36 3436 36 35

    permissible load (kN)OD 355.6 (ND 350 )

    3765

    100164200

    3765

    100166200

    3557

    100150182

    325288

    138166

    274268

    106143

    21336184

    13718305577

    135

    17254664

    113

    1218334783

    203030505020303050501520303050

    395395395410410480480480495495475495495495510

    435445465445465435445465445465435445465445465

    606060

    120120

    606060

    120120

    606060

    120120

    40456090

    12040456090

    12040456090

    120

    111313161611131316211113131621

    566775667745667

    202536547622304264912127415989

    3557

    100149182

    344881

    134163

    284367

    108143

    22346385

    1371830

    5678

    136

    1725

    4765

    114

    1218

    314883

    203030505020303050501520

    303050

    380380380395395450450450465465450470

    470470485

    405415430415430405415430415430405415

    430415430

    606060

    120120

    606060

    120120

    6060

    60120120

    40456090

    12040456090

    1204045

    6090

    120

    111313161611131316211113

    131621

    566775667745

    667

    192434507120283858852025

    395484

    4457

    100150

    4865

    110166

    384781

    120284373

    109

    22345886

    18315076

    17264264

    12183145

    303050502030305015203030

    345345360360420420420435435435460460

    350355345355345355345355345355345355

    5050

    100100

    5050

    100100

    5050

    100100

    454580904045809040458090

    111313161113131611131616

    667756674566

    171934421623375215204048

  • 8/9/2019 3 - Shock Absorbers, Energy Absorbers, Rigid Struts

    28/443.25

    Calculation of interim values: linear interpolation.

    The connecting load group has to be stated in the order. On selection of a lower load group than stated inthe table, the E dim. of the clamp is reduced in accordance with the E dim. of the weld-on bracket (see page 3.8 ).

    Lug dimensions: F less 1mm; B1 plus 2mm (see page 3.19 ).

    Type 36 .. .1/2/3

    Type 36 .. .4/5

    Type 37 .. .7

    DYNAMIC PIPE CLAMPSELECTION TABLE OD 368.0 - OD 406.4

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100

    3765

    100166279

    3557

    100151230

    344890

    139160

    274269

    106143

    21336184

    13718305577

    135

    17254665

    113

    12173447

    83

    2030305060203030505015203030

    50

    400400400415440485485485500500480500500500

    515

    450455475455475450455475455475450455475455

    475

    606060

    120120

    606060

    120120

    606060

    120

    120

    40456090

    12040456090

    12040456090

    120

    1113131616111313162111131316

    21

    56678566774566

    7

    2126365587233142659321274260

    91

    Type36 37 1136 37 1236 37 1336 37 1436 37 1536 37 2136 37 2236 37 2336 37 2436 37 2536 37 3136 37 3236 37 3336 37 34

    36 37 35

    permissible load (kN)OD 368.0 (ND 350 )

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100Type

    36 41 1136 41 1236 41 1336 41 1436 41 1536 41 2136 41 2236 41 2336 41 2436 41 2537 41 2736 41 3136 41 3236 41 3336 41 3436 41 3537 41 37

    permissible load (kN)OD 406.4 (ND 400 )

    3765

    100164277

    3556

    100149251

    344483

    137216

    274273

    105143252

    21336183

    137244

    18295476

    133240

    16244664

    112210

    1218334682

    136

    2030305060203030505060152030305060

    430430430445470510510510525525580510530530530545600

    485495520495520485495520495520485485495520495520485

    606060

    120120

    606060

    120120310

    606060

    120120310

    40456090

    12040456090

    120230

    40456090

    120230

    1113131621111313162121111313162121

    56678566778456678

    232840619725344670

    102183

    2329456497

    188

  • 8/9/2019 3 - Shock Absorbers, Energy Absorbers, Rigid Struts

    29/443.26

    3

    Calculation of interim values: linear interpolation.

    The connecting load group has to be stated in the order. On selection of a lower load group than stated inthe table, the E dim. of the clamp is reduced in accordance with the E dim. of the weld-on bracket (see page 3.8 ).

    Lug dimensions: F less 1mm; B1 plus 2mm (see page 3.19 ).

    Type 36 .. .1/2/3

    Type 36 .. .4/5

    Type 37 .. .7/8

    DYNAMIC PIPE CLAMPSELECTION TABLE OD 419.0 - OD 457.2

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100

    3765

    100163276

    3557

    100148250

    344584

    136218

    264176

    103143257

    21326082

    137243

    182954

    75132240

    162445

    63111210

    121833

    4681136

    2030305060203030505060152030

    305060

    440440440455480530530530545545595520540540

    545560605

    500510525510525500510525510525500500510525

    510525500

    606060

    120120

    606060

    120120310

    606060

    120120310

    40456090

    12040456090

    120230

    404560

    90120230

    1113131621111313162121111313

    162121

    56678566778456

    678

    24304263

    10026354873

    106190

    243147

    66100190

    Type36 42 1136 42 1236 42 1336 42 1436 42 1536 42 2136 42 2236 42 2336 42 2436 42 2537 42 2736 42 3136 42 3236 42 33

    36 42 3436 42 3537 42 37

    permissible load (kN)OD 419.0 (ND 400 )

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100Type

    36 46 1136 46 1236 46 1336 46 1436 46 1536 46 2136 46 2236 46 2336 46 2436 46 2537 46 2736 46 3136 46 3236 46 3336 46 3436 46 3537 46 3737 46 38

    permissible load (kN)OD 457.2 (ND 450 )

    3765

    100161274

    3557

    100146248

    325295

    134228

    264176

    101143257

    21326079

    137243

    16285374

    131239347

    16244562

    110208309

    1117324580

    135207

    203030506020303050506015203030506070

    470470470485510550550550585585615550570570575590635675

    540545565545565540545565545565535540545565545565535550

    606060

    120120

    606060

    120120310

    606060

    120120310330

    40456090

    12040456090

    120230

    40456090

    120230250

    131313162113131316212113131316212126

    566785667784566789

    26334770

    11028385281

    116200

    26345271

    112205290

  • 8/9/2019 3 - Shock Absorbers, Energy Absorbers, Rigid Struts

    30/443.27

    Calculation of interim values: linear interpolation.

    The connecting load group has to be stated in the order. On selection of a lower load group than stated inthe table, the E dim. of the clamp is reduced in accordance with the E dim. of the weld-on bracket (see page 3.8 ).

    Lug dimensions: F less 1mm; B1 plus 2mm (see page 3.19 ).

    Type 37 .. .1/2/3/4/5/6

    Type 37 .. .7/8/9

    DYNAMIC PIPE CLAMPSELECTION TABLE OD 508.0 - OD 558.8

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100

    75126180270356

    57100137195269

    4173

    100153195

    5181

    116181211234380

    4976

    111172201222360

    4576

    108164198346

    3771

    94149183307

    2747

    68109132201

    3050607070305050606060703030

    50606070

    515530560600600595620620650650650650625625

    640665665710

    595620630655590575590605625635670605580600

    600640640605

    170170230330310140170180240240250330140170

    180230240330

    130136180260230104130136180190190250104130

    136180190250

    1313162121131316212121261313

    16212626

    67899677888966

    7889

    4363

    104183210

    406590

    148179198295

    4263

    91146180310

    Type37 51 1137 51 1237 51 1337 51 1437 51 1737 51 2137 51 2237 51 2337 51 2437 51 2537 51 2637 51 2837 51 3137 51 32

    37 51 3337 51 3437 51 3537 51 38

    permissible load (kN)OD 508.0 (ND 500 )

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100

    permissible load (kN)OD 558.8 (ND 550 )

    74126180270356

    56100136195269

    4172

    100153195

    5080

    116181211233370

    4876

    110171201221350

    4576

    108163198346415

    377194

    149182304385

    275168

    108132196265

    30506070703050506060607030305060607070

    550565595635635640655655680680680725650650665695695735735

    645670680705640630640655675685720655625650650690690655670

    170170230330310140170180240240250330140170180230240330390

    130136180260230104130136180190190250104130136180190250290

    13131621211313162121212613131621212626

    6789967788896678899

    4566

    110191226

    436995

    155187206330

    446695

    153188330405

    Type37 56 1137 56 1237 56 1337 56 1437 56 1737 56 2137 56 2237 56 2337 56 2437 56 2537 56 2637 56 2837 56 3137 56 3237 56 3337 56 3437 56 3537 56 3837 56 39

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    31/44

    3

    3.28

    Calculation of interim values: linear interpolation.

    The connecting load group has to be stated in the order. On selection of a lower load group than stated inthe table, the E dim. of the clamp is reduced in accordance with the E dim. of the weld-on bracket (see page 3.8 ).

    Lug dimensions: F less 1mm; B1 plus 2mm (see page 3.19 ).

    Type 37 .. .1/2/3/4/5/6

    Type 37 .. .7/8/9

    DYNAMIC PIPE CLAMPSELECTION TABLE OD 609.6 - OD 660.4

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100

    75126182270359540

    57100137197272412

    4173

    100155196300

    5080

    116180210233367

    4876

    110171200221347

    45

    76108162196344413

    37

    7193148182302380

    26

    5168107132195277

    3050607070703050506060607030

    305060607070

    575590620660660660670685685715715715760685

    685700730730770770

    695720730755690705680690705725735770705680

    700700740740705720

    170170230330310330140170180240240250330140

    170180230240330390

    130136180260230250104130136180190190250104

    130136180190250290

    1616161621211616162121212616

    161621212626

    67899967788896

    678899

    4768

    114197236295

    4671

    100164197218355

    47

    69100161198350430

    Type37 61 1137 61 1237 61 1337 61 1437 61 1737 61 1837 61 2137 61 2237 61 2337 61 2437 61 2537 61 2637 61 2837 61 31

    37 61 3237 61 3337 61 3437 61 3537 61 3837 61 39

    permissible load (kN)OD 609.6 (ND 600 )

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100

    75126182274360540

    57100138198273413

    4173

    100155197300

    5279

    116180210233366

    4976

    110170200221347

    4677

    108164

    198344413

    387294

    149

    183302380

    275368

    108

    133195277

    3050607070703050506060607030305060

    607070

    605620650690690690700715715750750750790715715730755

    755795795

    750770780805740755730740755775785820755730750750790

    790755770

    170170230330310330145175180240240250330145175180230

    240330390

    130136180260230250110136136180190190250110136136180

    190250290

    1616161621211616162121212616161621

    212626

    67899967788896678

    899

    5073

    120205250310

    5581

    104170207230375

    5580

    105168

    206370455

    Type37 66 1137 66 1237 66 1337 66 1437 66 1737 66 1837 66 2137 66 2237 66 2337 66 2437 66 2537 66 2637 66 2837 66 3137 66 3237 66 3337 66 34

    37 66 3537 66 3837 66 39

    permissible load (kN)OD 660.4 (ND 650 )

  • 8/9/2019 3 - Shock Absorbers, Energy Absorbers, Rigid Struts

    32/443.29

    Calculation of interim values: linear interpolation.

    The connecting load group has to be stated in the order. On selection of a lower load group than stated inthe table, the E dim. of the clamp is reduced in accordance with the E dim. of the weld-on bracket (see page 3.8 ).

    Lug dimensions: F less 1mm; B1 plus 2mm (see page 3.19 ).

    Type 37 .. .1/2/3/4/5/6

    Type 37 .. .8/9

    DYNAMIC PIPE CLAMPSELECTION TABLE OD 711.2 - OD 762.0

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100

    75

    126182

    275

    335

    540

    57

    96138

    200

    244

    414

    41

    68100

    156

    188

    300

    52

    79

    116

    182

    212

    235

    368

    49

    76

    110

    172

    202

    223

    350

    47

    78

    109

    165

    199

    345

    415

    38

    72

    94

    150

    184

    302

    383

    27

    54

    68

    109

    134

    195

    278

    30

    5060

    70

    70

    70

    30

    50

    50

    60

    60

    60

    70

    30

    30

    50

    60

    60

    70

    70

    635

    650680

    720

    720

    720

    725

    745

    745

    770

    770

    770

    815

    740

    740

    755

    780

    780

    825

    825

    800

    825835

    860

    880

    810

    780

    795

    810

    830

    840

    875

    810

    780

    805

    805

    845

    845

    810

    825

    170

    170230

    330

    330

    330

    145

    175

    180

    240

    240

    250

    330

    145

    175

    180

    230

    240

    330

    390

    130

    136180

    260

    260

    250

    110

    136

    136

    180

    190

    190

    250

    110

    136

    136

    180

    190

    250

    290

    16

    1616

    16

    21

    21

    16

    16

    16

    21

    21

    21

    26

    16

    16

    16

    21

    21

    26

    26

    6

    78

    9

    9

    9

    6

    7

    7

    8

    8

    8

    9

    6

    6

    7

    8

    8

    9

    9

    53

    75124

    211

    240

    325

    58

    85

    110

    177

    215

    240

    390

    59

    84

    109

    173

    215

    385

    475

    Type37 71 11

    37 71 1237 71 13

    37 71 14

    37 71 15

    37 71 18

    37 71 21

    37 71 22

    37 71 23

    37 71 24

    37 71 25

    37 71 26

    37 71 28

    37 71 31

    37 71 32

    37 71 33

    37 71 34

    37 71 35

    37 71 38

    37 71 39

    permissible load (kN)OD 711.2 (ND 700 )

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100

    75

    125

    182

    280

    335

    400

    540

    56

    100

    138

    216

    244

    300

    414

    41

    70

    100

    156

    188

    236

    300

    51

    79

    116

    182

    236

    370

    49

    76

    110

    173

    223

    350

    47

    78

    109

    166

    200347

    417

    38

    73

    95

    151

    185305

    385

    28

    53

    69

    110

    135197

    280

    30

    50

    60

    70

    70

    70

    70

    30

    50

    50

    60

    60

    70

    30

    30

    50

    60

    6070

    70

    665

    680

    710

    750

    750

    750

    750

    760

    775

    775

    800

    800

    845

    765

    765

    780

    805

    805850

    850

    850

    875

    885

    910

    930

    935

    860

    830

    845

    860

    880

    925

    860

    830

    855

    855

    895

    895860

    875

    170

    170

    230

    330

    330

    330

    330

    145

    175

    180

    240

    250

    330

    145

    175

    180

    230

    240330

    390

    130

    136

    180

    260

    260

    260

    250

    110

    136

    136

    180

    190

    250

    110

    136

    136

    180

    190250

    290

    16

    16

    16

    16

    21

    21

    21

    16

    16

    16

    21

    21

    26

    16

    16

    16

    21

    2126

    26

    6

    7

    8

    9

    9

    9

    9

    6

    7

    7

    8

    8

    9

    6

    6

    7

    8

    89

    9

    56

    80

    128

    222

    247

    270

    345

    62

    90

    113

    185

    245

    410

    62

    87

    113

    180

    222405

    500

    Type37 76 11

    37 76 12

    37 76 13

    37 76 14

    37 76 15

    37 76 16

    37 76 18

    37 76 21

    37 76 22

    37 76 23

    37 76 24

    37 76 26

    37 76 28

    37 76 31

    37 76 32

    37 76 33

    37 76 34

    37 76 3537 76 38

    37 76 39

    permissible load (kN)OD 762.0 (ND 750 )

  • 8/9/2019 3 - Shock Absorbers, Energy Absorbers, Rigid Struts

    33/443.30

    3

    Calculation of interim values: linear interpolation.

    The connecting load group has to be stated in the order. On selection of a lower load group than stated inthe table, the E dim. of the clamp is reduced in accordance with the E dim. of the weld-on bracket (see page 3.8 ).

    Lug dimensions: F less 1mm; B1 plus 2mm (see page 3.19 ).

    Type 37 .. .1/2/3/4/5/6

    Type 37 .. .8/9

    DYNAMIC PIPE CLAMPSELECTION TABLE OD 812.8 - OD 914.4

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100

    74125181280335400540

    56100137215244300413

    4071

    100156188235300

    5179

    116182236370

    4976

    110173224350

    47

    78110166201350420

    38

    7395153186306387

    28

    5469107135198280

    3050607070707030505060607030

    305060607070

    700715745785785785785790805805830830875790

    790805830830875875

    905925935960980985910880895910930975910880

    905910945945910925

    170170230330330330330145175180240250330145

    175180230240330390

    130136180260260260250110136136180190250110

    136136180190250290

    1616161621212116161621212616

    161621212626

    67899996778896

    678899

    5984

    134230255280360

    6595

    118190255430

    65

    92117185230420520

    Type37 81 1137 81 1237 81 1337 81 1437 81 1537 81 1637 81 1837 81 2137 81 2237 81 2337 81 2437 81 2637 81 2837 81 31

    37 81 3237 81 3337 81 3437 81 3537 81 3837 81 39

    permissible load (kN)OD 812.8 (ND 800 )

    C Emax Ad1 B B1 kgFmax.Load gr.250 350 450 500 510 530 560100

    74120181280335400540

    5694

    137216244300413

    4067

    100156188236300

    5280

    117184238374450

    4977

    111174226354425

    4778

    109

    168203350420

    387396

    149188307388

    285466

    97137200283

    3050607070707030505060607070303050

    60607070

    760775805845845845845840855855880880925925850850865

    880880935935

    1005103010401060108010901010

    985995

    10101030108010101020

    98510051010

    1045104510101025

    170170230330330330330145175180240250330390145175180

    230240330390

    130136180260260260250110136136180190250290110136136

    180190250290

    1616161621212116161621212626161616

    21212626

    67899996778899667

    8899

    6693

    144240270295390

    72103125200270460555

    73101126

    195240455570

    permissible load (kN)OD 914.4 (ND 900 )

    Type37 91 1137 91 1237 91 1337 91 1437 91 1537 91 1637 91 1837 91 2137 91 2237 91 2337 91 2437 91 2637 91 2837 91 2937 91 3137 91 3237 91 33

    37 91 3437 91 3537 91 3837 91 39

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    LISEGA dynamic pipe clamps are suppliedready for installation complete with all thenuts and bolts required.It is recommended that units be stored onlyin closed rooms. If storage in the open isunavoidable, they must be protected fromdirt and moisture.

    Prevention of twisting To prevent the clamp from twisting, it isrecommended that a shear lug be weldedto the pipe (see also page 3.19).The lug dimensions can be found in theselection tables for dynamic clamps onpages 3.21 3.30.

    Type 36This design has a solid upper yoke with inte-grated connection bracket and, depending onthe load range, one or two U-bolts with inlayplate are provided.

    For installation, remove the preassembledU-bolts. Then place the yoke over the shear lug. Reassemble the U-bolt and inlay from

    the opposite side, tightening the nuts onlylightly at first. Then check and position theclamp as required. Finally, the nuts can beproperly tightened and countered.

    DYNAMIC PIPE CLAMPSINSTALLATION INSTRUCTIONS

    Type 37This is the heavier type for larger pipe dia-meters and higher loads. Normally, thebracket type 35 is welded to the upper yoke.If the bracket is supplied loose on customer request, it must be welded on site followingthe welding instructions on page 3.16. Thecounterpart to the yoke consists of one or two flat steel straps depending on load. Thestraps are pinned to the yoke to make trans-port easier. For installation, the straps mustbe removed from the forked blocks by loo-sening the pin connection. The yoke isplaced on the shear lug. From the oppositeside the flat steel strap is fitted into the bolt-on clevises, fixed with the pins and securedby cotter pins. The clamp is then checked andpositioned as required.

    Finally the nuts are properly tightened. Thehex nuts must be locked in position by ben-ding the tab washers to prevent uninten-tional loosing.

    Type 36 .. .1/2/3

    Type 37 .. .1/2/3/4/5/6

    Type 36 .. .4/5

    Type 37 .. .7/8/9

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    3

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    Short lived but high magnitude fluid transientloads can be compensated by smaller, definedsupport loads. As a result, if energy absor-bers are installed, any reinforcement of exis-ting structures can be dispensed with.In new constructions, the load limitationpermits a more economical use of steel rightfrom the start.

    Replacement for box frame constructionsEnergy absorbers are ideally suited to theguidance and limitation of thermal move-ments. This way, not only are the usual andoften expensive box frame constructions notrequired, but frictional forces between the

    piping and the frame are also avoided.

    Pipe whip restraint An ideal application for energy absorbers isas protection from pipe whip. When used inangular arrangements, large forces can beabsorbed. The direction of defined lines of force can be determined by the arrangement.The advantage over U-bolt designs consistsin the far less restricted effective radius.

    ENERGY ABSORBERTYPE 32

    A fully deve-loped concept is

    needed for the best pos-sible protection of plant components

    against pressure shocks. In the specific useof the most appropriate components, safety and economic efficiency need not excludeeach other.

    Field of applicationThe field of application for LISEGA energyabsorbers lies roughly between the LISEGArigid struts and shock absorbers. Energy ab-

    sorbers are used just like these components,to suppress abrupt displacements in pipingor other components. In contrast to rigidstruts and shock absorbers, energy absorbersare equipped with an adjustable free stroke(0 30mm) allowing slight thermal move-ments without any resistance.

    Conversion into deformation energy After passing through the free stroke, possiblepressure shocks are absorbed by limitingstops, and up to a defined load maximum(nominal load) are transferred to the surroun-ding structure. Forces in excess of this or peaks of force are converted into deformationenergy by the energy absorbers, rather thanloading the other attached components.Piping displacements within the adjusted rangeof the free stroke are acceptable, providedthat the permissible stresses are not therebyexceeded. If necessary, corresponding proof must be supplied. Special software andadvice can be offered if required.

    Maintenance-free useLISEGA energy absorbers are ideal for dealingwith small or negligible thermal movementswhen connected components are to be pro-tected from dynamic overload in a controlledmanner. The energy absorbers contain nowear parts of any kind, and therefore re-quire no maintenance.

    Protection from water hammer Energy absorbers are ideal for protectingother connected components against pos-sible water hammer.

    3.33

    Energy absorber used instead of a dual guide.The box frame can be dispensed with.

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    Analysis of piping behavior Where energy absorbers are used, the GAPPprogram can be applied to perform seismicand fluid transient analysis. GAPP allowspiping to displace within the permissible tole-rance for the movements. For the load event,the specific load limiting property of energyabsorbers is taken into account.In response spectrum analyses, the programreproduces an equivalent linear spring charac-teristic to approximate to the non-linear situa-tion. When fluid transient analyses are per-formed, the program uses time historymethods.

    The unique capacity of the energy absor-ber to take up and convert kinetic energy brings the user valuable benefits:

    limitation of dynamic loads for attachedcomponents

    lighter steel constructions enabled

    no need to strengthen auxiliarystructures

    small installation dimensions minimizedanger of interference

    thermal piping movement not impeded

    no maintenance required due toabsence of wear parts

    no recurrent testing required

    simple installation via lengthadjustment

    Replacement of shock absorbersWhere thermal movements are relatively small,energy absorbers constitute an ideal replace-ment for earlier types of shock absorbers,often prone to failure. In this way, costlyrepairs and recurrent tests are avoided.

    Development cooperationThe development of type 32 energy absor-bers is the result of specific and successfulcooperation between SARGENT & LUNDY,aleading American engineering company, and

    LISEGA .

    SARGENT & LUNDY also created the calcula-tion software, or GAPP program. Both thisprog-ram and the energy absorbers themsel-ves have been rigorously tested by theAmericanNRC (Nuclear Reactor Commission),and approved for use in nuclear power stati-ons.

    3.34

    3flange

    special lug

    shortextension

    extension kittype 33

    To enable energy absorbers to be fitted to existingconnections, an assortment of special adaptors isavailable besides the standard extension (type 33)

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    ENERGY ABSORBERS TYPE 32INSTALLATION DIMENSIONS

    Individual useThe standard designs shown in the table donot show the full scope of supply possibilities.LISEGA can adapt the products to the specialrequirements of the user.

    When the nominal load is ex-ceeded, the increased force and movement is converted into de-

    formation energy.

    Maximum deformation travelin the direction of tension and compression.

    Dimensions at the midpoint of free strokes t1/t2, and a lengthadjustment of A dimension.When changing t2, E dimension

    is either reduced or increased.

    Order details:Energy absorbertype 32 .. 16t1= t2= mmwith two weld-on bracketstype 35 .. ..

    Marking:

    This especially relates to applications whereload and stroke exceed standard parameters.

    total length adjustment min. thread engagement

    indicator for absorbed energyfree stroke adjustment

    free stroke (tension)free stroke (compression)

    on demand

    Type

    32 18 1632 38 1632 42 1632 52 1632 62 1632 72 1632 82 1632 92 16

    Nom.load(kN) t1 t2 D d3

    38

    1846

    100200350550

    5.05.05.05.06.59.5

    12.5

    566080

    115130195250

    10121520305060

    300355440490575715945

    18505865

    100130165

    152022.530456075

    9101216223544

    85 5095 50

    125 75150 75165 75175 75225 75

    0-200-220-250-250-250-280-30

    0-200-220-250-250-250-280-30

    E A F R SG Weight(kg)0.81.83.6

    11.518.547.0

    105.0

    s

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    is required, using the adjustment device (H).Corresponding procedures are repeatable upto a maximum deformation travel (s).

    InstallationThe energy absorbers correspond to theload groups in Product Group 3 (dynamiccomponents) and are correspondingly loadand connection compatible with other connection components of this productgroup. Attention is drawn to the notices onpages 3.3 and 3.15 to 3.16.

    Functional qualificationThe LISEGA energy absorbers have undergonea stringent test program to prove their func-tional reliability. Adequate safety marginshave been proven by numerous dynamicand static loading tests.

    3.36

    3

    MODE OF OPERATIONAn energy absorber works via an adjustablefree stroke that absorbs thermal movements.The adjustment of this free stroke can bemade in the range of 25 mm (for a mediumsized design). Within this range the pipe isfree to move without resistance. Dynamicshocks, on the other hand, are limited intheir movement by stops. The resulting forcesare transferred to the surrounding structuresup to the given nominal load, and whenabove that, are transformed into deforma-tion energy by the energy absorber. Thishas the effect of providing a controlled pro-tection from overload for the attached com-ponents.

    The unit consists of an austenitic outer sleeve(A) with a defined undersize, into whichtapered bronze disks (B) have been forcefitted. The outer sleeve is closed off with abase plate (C), onto which the connectionlug (D) is attached. Forces are transferredthroughout the whole unit by the stops (E)and the shaft (F).

    In the event of a dynamic force exceedingthe insertion force of the tapered disks(nominal load), the disk affected is drivenforward and leads to an expansion of thesleeve. This way, the excess forces are keptclear of the attachment structures via con-version into deformation energy. If such aprocess has occurred, the advance of thetapered disk affected can be read off on theindicator rod (G). For further use of the ener-gy absorber, only a corresponding readjust-ment of the free stroke for the new position

    ENERGY ABSORBERMODE OF OPERATION

    wedge B

    free stroke (tension)free stroke (compression)

    total length adjustment

    free stroke adjustment H indicator for absorbed energy