Pipe Suspension Standard Supports 2000 - TiscaliNews

Pipe Suspension Standard Supports 2000 Quality Innovation Reliability

The AcomAcomAcomAcom System

Acom Expansion Joint I 20037 Paderno Dugnan
o – Italy +39(02)99040445-6
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Standard Supports 99 2

In order to satisfy the varying duties placed on the pipework in a modern industrial power or process plant, a support concept is needed that performs with absolute reliability and at minimum cost. Individual supports should be simple to install and maintain. They must be designed within strict standards of safety and be capable of extended lifetime operation. For maximum cost effectiveness, the pipe support system should form part of the pipework design concept.

The Acom System has been conceived by management with many years of experience with pipe supports used in Conventional and Nuclear Power Plant, as well as CHP and District Heating Systems, Petrochemical, Offshore, Oil & Gas and a variety of Process Plant applications throughout the world. Our staff has extensive experience of ongoing maintenance of pipe support systems and a knowledge of the standards and codes of practice commonly adopted. This high level of experience offers our customers a guarantee of skill and practically orientated performance within the framework of a high standard of quality. Further and future products to be develloped, manufactured and tested will be done so in accordance with customers requirements and german learnt institutions.



With the application of this easy to handle program the user will be offered on the display a variety of load chain selections. Choices can be made in order to produce the applicable drawings complete with dimensions and parts list. All parts are selected with regard to load and connection combinations. The nomination of overhead and sizes, as well as permissable angulation automatically by the program after user input is applied.

Design Characteristics Acom standard supports are designed to be free of maintenance under normal operation. As a standard design all components withstand 80 °C as an environment temperature. Rigid struts are designed to be buckling resistant, with a slenderness ratio of < 150. Welding does not apply for standard components, even for constant and variable hangers. In the event of welding on additional steelwork or clamp bases, all welded seams shall be continuously filled welds on both sides.

The Acom System

service covers all of the applications,

specifications and requirements of

systems, individual supports points and structural steelwork whilst giving within

the framework of quality assurance all

the necessary documentation,

testing and guarantees for the

satisfaction of customers.

This service applies for all sales- and servicepartners

throughout Europe and overseas.

For planning and design we are going to offer our customers a PC-Program shortly which works in different operating systems.



For bolting connection stress only applies within range of thread in tension or compression. For rigid standard supports, such as connecting lugs, threaded parts and pipes clamps a minimum material thickness shall be verified such as: weld-on-lugs (connecting lugs) 8 mm, connecting thread and tie rods 12 mm (if required by customer also 10 mm up to pipe nominal size 50), pipe clamps and bases of c-steel 5 mm, connecting plates up to pipe size 40 5 mm, up to pipe size 80 6 mm, at pipe size 100 8 mm, always corresponding with the applicable load group. Cold formed ferritic pipe clamps are made of material grades, as well as carry the min. radius in acccordance with DIN EN 10025 , austenitic pipe clamps in accordance with DIN 17440 with a min. radius of 1,0 x material thickness. For all pipe surrounding products, such as clamps or bases the calculation temperature in accordance with German and International rules and regulations shall be considered at design stage. Special products shall just like all standard components, prior to start of production be controlled by the QA-department regarding design, the applicable specifications, use of materials, fabrication procedures as well as quality assurance and the required documentation for fabrication.



Quality Assurance Quality assurance within the Acom System governs from conception and interpretation stages. As basic rules and regulations the applicable sections of the American, British, French and German technical codes shall be used. This applies for standard supports, as well as special constructions. More, it is insured that the applicable material standards, as well as test, manufacturing and documentation procedures mentioned within these rules and regulations, shall be used. The authoritative rules and regulations are:

ANSI B 31.1 and B 31.3 ASME Boiler and Pressure Vessel Code, Sect. III, Subs. NF MSS Standard Practice 58,69,77,89,90 BS British Standard RCC-M French rules for materials within nuclear plants RPC-EV Performance and inspection of steam-water- circulations KTA 3205.3 “serial produced standard supports” VGB R 510 L “pipe supports” Independent of type approval all products out of serial production shall periodically be tested by an independent institute or academy. Design drawings, as well as applicable interpretation and material selection shall also be controlled by quality assurance department in independent execution. Material receiving control and adequate comparison with technical rules and regulations are a standard practise. EN ISO 9000 applies extensively for european quality requirements, which are adapted by the Acom Quality Assurance System. It maintains the quality of our products.



Procedural Assignments For the variety of operations, submitted in chain reactions, procedural guide lines shall apply to operation steps and its inspection. Interim check ups and tests, as well as the necessary documentation to trace production and – if necessary – the materials, shall also be subject to mandatory procedural guide lines. All standard supports and special constructions shall be controlled and released by Acom QA regarding design and materials prior to fabrication, which than can be executed accompanied by the relevant documentations. In the event of additional steel work to be welded, standard performance applies with certified welders, procedural welding guide lines, as well as under supervision of an certified welding engineer. All personal shall be continuously trained regarding their trades and the company quality system. The QA-system is not to be considered inflexible, it shall permanently adapt structural changes of the company regarding innovations, product development and improved fabrication procedures. Acom QA-System shall issue on special request each customer a total QA-documentation package for his order. The range of documents required is subject to customer needs. Our quality-conscious personal takes care of submitted enquiries up to delivery of the goods until service on site and verifies the quality of our products.



Type Designation The type designation contains of two letters followed by four figures. The two letters indicate the product code and its standard design. The following series of figures indicate with the first two figures the load group with its standardizied thread connections. The following two figures identify the travel range, product length or product design. Example: . CA Constant Hanger Acom Standard thread connection top and bottom CA 30 load group 30=M30 (FN=41kN) CA 3010 travel range 10=100 mm (SN) CB Top Mounted Constant Hanger CC Constant Support The exception of this regulation applies on pipe clamps and other pipe surrounding products in its variety of design. E.g. the first two figures shall indicate the inside pipe diameter the following two figures design and material. Example: PA Pipe Clamp DIN3567 design A PG Clamp Base PG 2213 Clamp Base DN 200, low insulation thickness

made of 13 CrMo 4 5 In order to complete the product designation a certain letter at the end of type designation shall indicate a certain specification with documentation requirements. E.g. the letter N as identification for nuclear use means a special material grade with corresponding documentation. Example: CA 3010 N Constant Hanger in standard design for nuclear use. To identify the material it is used for all pipe surrounding products the forth figure of type designation. E.g. pipe clamps or clamp bases made of c-steel the figure 1= 1.0038=S 235 JRG 2 (Rst37-2), made of alloy steel the figure 3= 1.7335 (13 Cr Mo 4.5), made of austenitic steel the figure 4= 1.4541 (X6 CrNiTi18 10 ). PG ...3 Clamp Base made of 13 Cr Mo 4 5. To indicate particular specifications use the letter C, this means application of particular customer specification the letter N for nuclear use (KTA1401, ASME-Code Section III NCA 3800, RCC-M/H).



.Load groups Within type designation after the first two letters for the product identification, figures will follow. The first two figures are identifying the load group, which is identical with the metric connection units as a standard procedure. Parts of the same load group can be connected to load chains with identical design safety. load group

nominal loadFN load factor H upset load 150°C kN

emergency load factor HZ emergency load 150°C kN

faulted load load factorHS faulted load 150°C kN

thread connection (DIN)

pin connection ∅ mm

max. required load FS constant hanger calculated operation load kN

10 4 5,3 7 M 10 10 3,5 12 7 9 12 M 12 12 6,1 16 12 16 21 M 16 16 10,4 20 20 27 35 M 20 20 17,4 24 30 41 55 M 24 24 26,1 30 50 66 87 M 30 33 43,5 36 70 93 122 M 36 40 60,9 42 100 130 175 M 42 45 87,0 48 135 176 230 M 48 50 117,4 56 180 240 309 M 56 60 156,5 64 240 320 412 M 64 70 208,7 72 300 400 515 M 72 80 260,9 80 400 533 686 M 80 90 347,8 90 500 667 856 M 90 100 434,8 design for

normal operation incl. hydro test(150°C)

emergency: after this event is recommended to controll all support components

faulted load design: the elastic limits may be reached; exchange is recommended

thread size M 10 in correspon-dance with operator up to nominal size 50!

calibration of hanger within range of 50% FN to Fs+15% is possible



The Delivery- and Performance Programme Includes all necessary standard support components. If required will also include the application, design, fabrication of special constructions and non-standard components, pipeline flexibility analysis and on-site services. Maintenance Free Constant Hanger in symmetrical design, operating on parallelogram of forces travel range 75 up to 450 mm, load range up to 450 kN as standard, design with metric threaded connection, product code: CA Top Mounted Constant Hanger: CB Constant Support: CC Maintenance Free Variable Hanger operating on coil-spring principle, travel ranges 10, 20 or 40 mm, load ranges up to 450 kN as standard, design with metric threaded connection, product code: VA Top Mounted Variable Hanger: VB Variable Support: VC Prior to dispatch constant-variable- and compensating hangers shall be functionally tested, calibrated on specified loads and blocked at assembly position. Variables Without Casing, operating travel 10, 20 or 40 mm, load ranges up to 27 kN. product code: VF Compensating Hanger specifically for use at low loads and large travels, equipped with lever arm mounted coil springs, for working travels up to 400 mm, load ranges up to 12 kN, Compensating hangers in standard design: VS in top mounted design, product code: VP Products for Dynamic Loadings DAHydraulic Shock Absorber



For load capacities up to 550 kN or 910 kN faulted, with min. brake-away force at slow movements, with standard stroke ranges 100 to 400 mm, made of non-corroding stainless steel. All shock absorbers are supplied with a test certificate of dynamic function. A full range of accessory parts for dynamic loading are available. DB Weld-On-Bracket made from weldable carbon steel with stainless load pins DC Bolted Bracket made from weldable carbon steel with stainless pins DD Connecting Lug with Articulated Bearing, which allows lateral angulation ± 5°, thread connections are metric fine. DE Shock Absorber Extension connected to the shock absorber via a bolted connection and to the structural attachment via DC. Connecting lug and DB or DC bracket. DS Rigid Strut (with paddle ends) length is adjustable via opposing left and right hand threaded paddle ends, the metric fine threads ensure safe lock up. Lateral articulation ± 5 °, favourable load – weight ratio. Wide range of standard sizes available. Pipe Clamp and Clamp Bases In order to connect shock absorber or rigid struts to pipework, high stiffness clamps are available. These clamps are

5 5



supplied in a variety of materials according to operation requirements. Shock Absorber Clamp in welded design DW standard designs up to DN 500 and 180 kN, special designs available on request. Shock Absorber Clamp in non-welding design DX standardized designs up to DN 400, special designs available on request. Clamps and Clamp Bases are available up to DN 15 to DN 1200, Clamps are supplied in a variety of materials according to operating requirements. Pipe Clamp DIN 3567 design A, product code: PA Pipe Clamp DIN 3567 design B product code: PB Heavy Duty Clamp, 2-bolt design PC Heavy Duty Clamp, 3-bolt design PD

Form Pressed Clamp Base up to DN 80 PF Clamp Base DN 80 to DN 900 PG for various insulations Clamp Base for Roller Bearing, T-foot design DN 50 to DN 350 PR Pipe Saddle for use with double roller bearing DN 50 toDN 350 PS Hot Formed Riser Clamp DN 25 to DN 125 PU Riser Clamp standardized DN 100 to DN 600 PV


Standard Supports 99

Structural Steelwork and Threaded Connections In addition to build to order designs, we offer a number of standardizied solutions: SA Standard Cantilever with adjustable load connection for bolted or welded base plate SB Bolt-on Cantilever with adjustable wall and adjust. load connection SC Cantilever with double profile for supported pipe lines from below SD Bolted Cantilever with double profile and supported pipe lines from below and adjustable wall connection SE Additional Structural Steel Components or Design according drawings SH Hole Plate for use with hardened hemispherical washer SJ Connecting Lug for welding to structure at upper connection SK Beam Clamp SL Bolt-on-Lug SM Weld-on–Lug SP PTFE-Sliding Support SR Roller Bearings various design types available ST Trapeze threaded components: standard M12 to M 64 TA U-Bolt, grip and non-grip types in CS or stainless TB Turn Buckle TC Clevis with pin TE Eye Nut TJ Rod Coupling TL Tie Rod L/H-R/H threaded TN Hex Head Nuts TR Tie Rod R/H-R/H TT Fully Threaded Rod

12



Additional Services: ME

Calculation of pipeline system and design of supports in accordance with piping and steelwork codes with the added requirements of customer specifications. Flexibility calculations are performed using the recognized codes: „Rohr2“. Support designs are performed on the in-house program ACOM , which is linked for the production of steelwork and non-standard component drawings to Autocad, „ideas“ or Intergraph „Microstation“. At the customers request all drawings will be submitted in the language of German, English, French or Russian.

MS Accompanied assembly, support inspection, including Acom System and competitors installations and the replacement of worn or damaged support configurations. MT Design and supply of dynamic or quasi-static test benches. QC Dynamic or quasi-static examinations and tests of various support elements. QD Preparation of material – fabrication – test documentation in german or in any requested language.


standard supports 99 C 15

Constant Hangers and –Supports Even though they appear to be immovable heat containing pipe line systems, along with other components are subjected to movement, resulting from temperature change. In order to prevent a pipe lines rotation against unacceptable restraint as a result of thermal exposure, they are supported elastically. For vertical movement the elastic support consists of springs. In accordance with the VGB rules it is recommended to use constant hangers exclusively at movements exceeding 50 mm in lieu of variables. It is the duty of constant hangers to transfere the supported load with range of operation travel as constant as possible towards the plant structure. The supporting load of the constant shall in accordance with rules and regulations deviate no more than 6% of the calibrated load. And shall be designed to allow for additional load adjustment of ±15 %, with a reserve travel of 10% of the required travel (min. 10 mm) in either direction. Acom Constant Hangers and Supports will be supplied and function with less than ± 5% of the calibrated load. Each unit shall be accompanied by a diagramme of function with required loads calibrated. Acom Constant Hangers and Supports shall be manufactured with total travel ranges of 100 and 200 mm. Travels larger than that can be accomplished if required. Acom Constant Hangers and Supports are free of maintenance and survive due to design and materials the life time of a plant. They are designed to be free of welding. The load transmitting parts, as well as the housing can be stainless steel. Acom Constant Hangers and Supports due to design and subsequent lay out dimensions are low on weight. Assembly and erection costs therefore remain distinctly at a lower level contrary to other support systems. .



Design The constant hanger design accomplished, verifies that all load transmitting parts represent a form-closed chain without welding. This applies for constant supports, as well as units standing on structural steel work. Due to this design, of bearings exclusively transmitting loads, travel friction is very low and no friction is generated by coil springs. The new designers preset system is connected with the casing at all times and release the unit for operation by turning each segment into neutral position at load/force equilibrium.

Description of Function The function becomes obvious by above picture. Connected load applies a forcedirectly to coil spring via threaded rod and spring plate.The force resulting from the auxiliary springs will reply a load via bearings onto to acam attached directly to the main spring. Loads resulting from the auxiliary springs will be transferred as a resulting forcevia roller bearings onto a cam attached to the main spring. The resulting forces willchange during entire travel at calibrated load in accordance with coil springcharacteristic properties and angulation position of the cam surface. Shape of cam surface and preengaged auxiliary springs are designed to cause atchange of the resulting force an equalization between the resulting force and themain spring. By doing so the force of the main spring will equalize towards a constant load inaccordance with connected load of the pipe line at any travel position. The camsurface has been calculated precisely and machined on CNC milling machines.


Constant hangers and –supports With the second letter of designation the design will be indicated: CA for constant hangers with threaded connection (metric) top and bottom CB for constant hangers to be placed on top of steel structure with brackets to be bolted. CC for constant supports.

.

Apart from standard production, constant hangers and supports can be designed and produced in accordance with special customer requirements. This applies for special high loads, as well as special long operation travel or even shape of design. Customer internal, as well as international specifications, e.g. for nuclear application, shall be considered regarding traceability of materials and design. Functional tests are a standard company requirement.


In the event of high loads, combinations of standard units are possible. Should two standard units type CA 6440 be combined, this will lead to type CA 9040 up to required load of 299 kN at 412 mm required travel up to 400 kN at 250 mm. Additional load adjustment of + 15 % reserve and 20 % travel reserve is provided.

Constant Hanger - Selection of size

size

2,3 3,5 5,2 7,8 10,4 16 24 36 54 75 97 150 200 299 400 kN

mm400

300

200

100

62

1040

1030

1020

1010

1240

1230

1220

1210

1440

1430

1420

1410

1640

1630

1620

1610

2040

2030

2020

2010

2440

2430

2420

2410

3040

3030

3020

3010

3640

3630

3620

3610

4240

4230

4220

4210

4840

4830

4820

4810

5640

5630

5620

5610

6440

6430

6420

6410

8040

8030

8020

8010

9040

9030

9020

9010


s

Cd

RSucdIi
tandard supports 99 C 18
A Constant Hanger imensions and weight

threaded connec-tion

dimensions of casings

built-in length

thread. engagement

ad-just-ment

width of flats

weight

M A B R X Y L Em ±E Sw (kg) 1010 1020

M 12 580 220 370 610

120 195

140 475 715

15 35 19 46 63

1210 1220

M 12 580 220 370 610

120 195

140 475 715

15 35 19 48 65

1410 1420

M 16 600 235 400 670

150 225

160 525 795

20 50 24 59 82

1610 1620

M 16 600 235 400 670

150 225

160 525 795

20 50 24 60 84

2010 2020

M 20 640 245 420 705

170 245

180 570 890

25 60 30 80 110

2410 2420

M 24 710 270 470 790

210 285

200 645 965

30 80 36 100 140

3010 3020

M 30 780 285 490 830

215 290

220 675 1015

35 70 46 120 180

3610 3620

M 36 850 325 540 920

280 355

240 745 1125

45 80 55 160 240

4210 4220

M 42 940 350 620 990

330 405

260 805 1215

50 90 65 210 320

4810 4820

M 48 1020 370 680 1055

370 445

280 825 1260

60 90 75 270 405

5610 5620

M 56 x 4 1320 470 760 1220

420 500

300 985 1445

65 90 85 380 570

6410 6420

M 64 x 4 1400 480 830 1340

470 560

320 1070 1580

75 110 95 520 800

emark: dimension L indicates the position of hanger on top.It increase by preset position. ample: constant hanger CA 2020 required load 13 kN, required travel 200 mm and pwards, identification RA11-U47. The load reserve as later possible adjustability omes in this case to ± 3 kN, blocking device 225, reserve of travel 25 mm in both irections. t is necessary to indicate required load, required travel, direction of travel and dentification!



CB Constant Hanger dimensions and weight

size

threaded connection

dimension of casing

built-in length

ad-just-ment

width of flats

dimensions

weight

A B R LB ± E SW AB DB FB RB SB TB WB

( kg )

1010 M12 580 220 370 270 35 19 710 14 420 760 480 10 180 84 1020 610 420 1200 119 1210 M12 580 220 370 270 35 19 710 14 420 760 480 10 180 86 1220 610 420 1200 121 1410 M16 600 235 400 270 50 24 740 14 440 815 500 10 195 80 1420 670 470 1285 117 1610 M16 600 235 400 300 50 24 740 14 440 815 500 10 195 100 1620 670 450 1285 144 2010 M20 640 245 420 310 60 30 790 22 440 865 520 12 200 136 2020 705 460 1385 195 2410 M24 710 270 470 340 80 36 870 22 510 945 590 12 230 160 2420 790 490 1465 230 3010 M30 780 285 490 350 70 46 960 22 580 990 660 12 245 183 3020 830 500 1530 274 3610 M36 850 325 540 370 80 55 1050 26 650 1090 750 12 275 245 3620 920 520 1670 370 4210 M42 940 350 620 390 90 65 1140 26 740 1165 840 12 300 298 4220 990 540 1775 456 4810 M48 1020 370 680 410 90 75 1220 26 820 1205 920 12 310 360 4820 1055 560 1840 544 5610 M56x4 1320 470 760 420 90 85 1540 33 1020 1470 1170 15 410 567 5620 1220 570 2080 833 6410 M64x4 1400 480 830 460 110 95 1620 33 1100 1605 1250 15 420 720 6420 1340 610 2265 1082

Remark: dimension LB indicates the position of hanger on top.It reduce by preset position. Sample: constant hanger CB 2020 required load 13 kN, required travel 200 mm and upwards, identification RA11-U47. The load reserve as later possible adjustability comes in this case to ± 3 kN, blocking device 225, reserve of travel 25 mm in both directions. It is necessary to indicate required load, required travel, direction of travel and identification!



size

dimensions of casing

built-in lengt

ad-just-ment

dimensions

weight

A B R LC ± E AC CC DC EC FC RC SC TC WC

( kg )

1010 580 220 370 720 20 710 80 14 8 420 470 480 10 180 69 1020 610 1110 710 96 1210 580 220 370 720 25 710 80 14 8 420 470 480 10 180 71 1220 610 1110 710 97 1410 600 235 400 750 25 740 100 14 10 440 500 500 10 195 83 1420 670 1170 770 116 1610 600 235 400 750 25 740 100 14 10 440 500 500 10 195 84 1620 670 1170 770 118 2010 640 245 420 770 30 790 120 22 12 440 520 520 12 200 113 2020 705 1205 805 157 2410 710 270 470 820 30 870 120 22 12 510 570 590 12 230 135 2420 790 1290 890 191 3010 780 285 490 840 40 960 150 22 15 580 590 660 12 245 156 3020 830 1380 930 234 3610 850 325 540 890 40 1050 150 26 15 650 640 750 12 275 205 3620 920 1420 1020 312 4210 940 350 620 970 50 1140 200 26 20 740 720 840 12 300 260 4220 990 1490 1090 395 4810 1020 370 680 1030 50 1220 200 26 20 820 780 920 12 310 320 4820 1055 1555 1155 480 5610 1320 470 760 1160 50 1540 250 33 25 1020 910 1170 15 410 486 5620 1220 1770 1370 730 6410 1400 480 830 1230 50 1620 250 33 25 1100 980 1250 15 420 630 6420 1340 1790 1390 956

Remark: dimension LC indicates the position of hanger on top.It reduce by preset position. Sample: constant support CC 2020, required load 13 kN, required travel 200 mm and upwards, identification RA11-U49. The load reserve as later possible adjustability comes in this case to ± 3 kN, blocking device 225, reserve of travel 25 mm in both directions. It is necessary to indicate required load, required travel, direction of travel and identification!

ConstantSupport CC

dimensions and weight



Anwendungen

Applications

2 x CB constant hanger standing on structural steelwork with brackets 2 x TR tie rods r/r, ST trapeze and PG clamp base

PG clamp base

CC constant support

CA constant hanger with special connection TR tie rod r/r TE eye nut PF form pressed clamp base

PG clamp base

CC constant support

with special connection

CA constant

hanger TR

tie rod r/r TE

eye nut PD

form pressed clamp base

PG clamp base

CC

constant support


standard supports 99

SM weld-on-lug

TC

clevis

TR tie rod r/r

TE eye nut

PD heavy duty clamp

CB constant hanger with support bracket TR tie rod r/r TC clevis SJ connecting lug 2 x PC heavy duty clamp

DW shock absorber

clamp

CC constant support in

special design

DC bolted bracket

Applications

2 x SM welding lugs , 2 x TC clevis 2 x CA constant hanger in special design 2 x TR tie rod r/r, ST trapeze and PG clamp base

C 22


Standard Supports 99 V 23

Main product and design will be identified by the first two letters of the product designation: VA for hangers with thread connection (metric) top and bottom VB for hangers standing on structural steelwork with brackets to be bolted VC for variable supports VF for variables without casing. Variable hangers and supports are recommended to apply for operation travels up to 40 mm. They are available in three travel ranges (3. figure of size terms): for operation travels up to 10 mm, up to 20 mm, up to 40 mm. For larger travels we recommend constant hangers/supports. Variable hangers and –supports for special application shall be designed and fabricated in accordance with customer requirements. This applies for special high loads, as well as special shape of design and spring rates. In accordance with VGB regulations the load variation may not exceed 25% for variables. selection of size up to calculated load or even higher cold load = calibrated load per hanger (kN) 0,27 0,54 1,08 2,16 3,6 5,4 8,1 10,8 16,2 24,3 37 56 78 100 155 207 kN for larger operation travels constant hangers become necessary nominal travel SN = 200 mm up to calculated travel SS of support = 40 mm

0840 1040 1240 1440 1640 2040 2440 3040 3640 4240 4840 5640 6440 size spring rate 8,0 13,3 20 30 40 60 90 136 206 286 374 573 767 N/mm nominal travel SN = 100 mm

up to calculated travel SS of support = 20 mm

0220 0420 0620 0820 1020 1220 1420 1620 2020 2420 3020 3620 4220 4820 5620 6440 size spring rate 2,0 4,0 8,0 16 26,7 40 60 80 120 180 273 412 572 748 1147 1533 N/mm nominal travel SN = 50 mm

up to calculated travel SS of support = 10 mm

0210 0410 0610 0810 1010 1210 1410 1610 2010 2410 3010 3610 4210 4810 5610 6410 size spring rate 4,0 8,0 16,0 32 53,3 80 120 160 240 360 546 824 1144 1496 2293 3067 N/mm 0,27 0,54 1,08 2,16 3,6 5,4 8,1 10,8 16,2 24,3 37 56 78 100 155 207 kN

Advice: In accordance with VGB regulations the load variation may not exceed 25% for variables of the calculated operation load for pipe lines (operation travel x spring rate/operation load < 25 %.Variable hangers without casing (VF) are not permitted wherever VGB rules apply.



Variables VA dimensions and weight

size

thread connec-tion

casing

dimen-sion

adjusta-bility

product height

built-in length upper position

weight

M ∅ A B ±E R L 1) kg 0210 12 89 34 35 105 213 2,6 0220 175 283 3,4 0410 12 89 34 35 110 218 2,6 0420 183 291 3,5 0610 12 102 34 35 119 229 2,7 0620 197 307 3,6 0810 12 127 34 35 137 247 4,1 0820 220 330 4,8 0840 401 511 6,7 1010 12 139 34 35 140 257 4,5 1020 230 347 6 1040 414 531 9 1210 12 139 34 35 144 261 5,6 1220 237 354 7,4 1240 427 544 11 1410 16 152 40 55 167 332 9 1420 271 436 11,5 1440 480 645 17 1610 16 152 40 55 172 337 9 1620 278 443 12 1640 493 658 18 2010 20 168 52 65 190 368 15 2020 305 483 20 2040 540 718 28 2410 24 219 58 85 226 467 23 2420 358 599 31 2440 626 867 48 3010 30 219 68 70 248 489 43 3020 390 631 58 3040 676 917 86 3610 36 245 72 90 290 561 49 3620 449 720 66 3640 774 1045 98 4210 42 273 92 95 319 634 81 4220 495 810 108 4240 852 1167 162 4810 48 273 106 105 343 681 115 4820 531 869 122 4840 1004 1342 185 5610 56 x 4 324 117 90 358 707 135 5620 601 950 195 5640 1041 1390 310 6410 64 x 4 324 122 110 415 770 160 6420 654 1016 245 6440 1138 1500 375

1) dimension L increases by spring travel

Variables shall be preset on calibrated load prior to dispatch. Variables can be supplied with UNC connecting thread if required.


Standard Supp

VB Mounted Variables

dimension and weight size

thread connection

casing

dimen-sion

adjust-ability

product height


dimen-sion

thick-ness

bore di-stance

height

weight

M ∅ A B ±E R L 1) EB S Y H kg 0210 12 89 70 40 102 242 12 8 90 80 2,5 0220 172 362 130 3,3 0410 12 89 70 40 107 247 12 8 90 80 2,6 0420 180 370 130 3,4 0610 12 102 70 40 114 254 12 8 90 80 2,6 0620 120 40 191 381 130 3,4 0810 12 129 70 40 130 273 12 8 115 83 3,9 0820 120 40 218 411 133 5,2 0840 220 40 395 688 233 7,9 1010 12 140 70 40 134 277 12 8 115 83 4,3 1020 120 40 224 417 133 5,8 1040 220 40 412 705 233 8,7 1210 12 140 70 40 138 281 12 8 115 83 5,4 1220 120 40 231 424 133 7 1240 220 40 420 713 233 10,5 1410 16 150 70 40 153 303 14 10 140 90 9 1420 120 40 256 456 140 11,5 1440 220 40 466 766 240 17 1610 16 152 75 50 157 323 14 10 140 90 8,1 1620 125 50 263 479 140 11 1640 225 50 479 795 240 17 2010 20 168 80 50 176 348 18 12 170 90 14 2020 130 50 291 513 140 18 2040 230 50 526 848 240 28 2410 24 219 85 70 205 417 23 15 200 104 21 2420 135 70 337 599 154 29 2440 235 70 605 967 254 45 3010 30 219 90 70 218 440 27 15 200 104 38 3020 140 70 359 631 154 53 3040 240 70 646 1018 254 80 3610 36 245 95 70 254 491 27 18 240 109 41 3620 145 70 414 701 159 56 3640 245 70 739 1126 259 88 4210 42 273 100 70 278 530 33 20 270 114 69 4220 150 70 454 756 164 95 4240 250 70 811 1213 264 148 4810 48 273 110 70 310 586 33 25 270 130 75 4820 160 70 499 825 180 110 4840 260 70 881 1307 280 160 5610 56 324 120 80 355 655 33 25 270 140 135 5620 170 80 572 922 190 195 5640 270 80 1011 1461 290 310 6410 64 324 130 80 393 718 33 25 270 151 160 6420 180 80 631 1006 201 245 6440 280 80 1115 1590 301 375

Varaibles shall be preset on calibrated load prior to dispatch. Mounted variables can be secured on steel structure by using bolted base plates.

1) dimension L will be reduced by spring

orts 99 V 25


Standard Supports 99

size

casing

base plate

adjusta-bility

product height


di-men-sion

thick-ness

bore di-stance

plate dia-meter

weight

∅ A B +E R L 1) EB S Y T kg 0210 89 120 20 102 191 12 8 90 80 4,2 0220 172 286 5,3 0410 89 120 20 107 196 12 8 90 80 4,4 0420 180 294 5,5 0610 102 130 20 114 203 12 8 90 80 4,5 0620 191 305 5,6 0810 129 160 20 130 230 12 8 115 80 5,9 0820 218 343 6,4 0840 395 570 10,7 1010 140 170 20 134 234 12 8 115 80 6,3 1020 224 349 8,0 1040 412 587 11,5 1210 140 170 25 138 238 12 8 115 80 7,4 1220 231 356 9,4 1240 420 595 13,5 1410 152 190 25 153 266 14 10 140 100 9 1420 256 394 11,5 1440 466 654 17 1610 152 190 25 157 270 14 10 140 100 11 1620 263 401 14,5 1640 479 667 21,3 2010 168 220 30 176 310 18 12 170 120 17,5 2020 291 450 23 2040 526 735 34 2410 219 250 30 205 356 23 15 200 150 26,5 2420 337 513 35 2440 605 831 53 3010 219 250 40 218 379 27 15 200 150 48 3020 359 545 64 3040 646 882 94 3610 245 300 40 254 425 27 18 240 150 62 3620 414 610 81 3640 739 985 116 4210 273 340 50 278 474 33 20 270 200 101 4220 454 675 128 4240 811 1082 184 4810 273 340 50 310 529 33 25 270 250 114 4820 499 743 146 4840 881 1175 210 5610 324 390 60 355 606 33 25 270 250 145 5620 572 848 169 5640 1011 1337 243 6410 324 390 60 393 657 33 25 270 250 189 6420 631 920 211 6440 1115 1454 251

VC VariableSupport

dimension and weight

.

Variable supports shall be preset on calibrated load prior to dispatch. For special application load-taking plates can be designed and fabricated in accordance with customer requirements e.g. with PTFE-plate.

1) dimension L will be reduced by spring travel

V 26



VF Variable without Casing

dimension and weight Variables without casing will be supplied as standard procedure without name plates and blocking. On request they can be supplied calibrated and blocked in cold position. size

thread connection

outside diameter

U-bolt diameter

adjusta-bility

product height unloaded


distance unloaded

hex head flats

weight

M ∅ A ∅ B ±E R L 1) EB SW kg 0210 12 76 10 38 113 290 65 19 3,6 0220 208 380 4,1 0410 12 81 10 38 118 295 65 19 3,7 0420 216 390 4,2 0610 12 87 10 38 125 300 65 19 4,3 0620 227 400 4,8 0810 12 113 10 38 142 335 80 19 6,7 0820 255 450 7,6 0840 482 675 9,2 1010 12 121 10 38 149 340 80 19 7,6 1020 264 455 8,5 1040 498 690 10,2 1210 12 121 10 38 157 350 80 19 8,5 1220 275 470 9,8 1240 515 710 13,2 1410 16 121 10 40 169 274 80 19 9 1420 270 380 11,5 1440 485 595 17 1610 16 138 12 55 179 420 100 24 13,5 1620 310 550 15,8 1640 576 815 20,1 2010 20 151 16 65 198 470 100 30 21,7 2020 339 610 24,1 2040 624 895 30,9 2410 24 178 20 70 227 590 120 36 38,6 2420 384 755 44,7 2440 702 1090 59,0 3010 30 183 24 70 244 600 120 46 49,7 3020 410 765 59,0 3040 746 1100 75,8 1) the dimension L increases by spring travel.

A

B

REB

LEM



SK Beam Clamp

TC

Clevis

TT Threaded Rod

VA

Variable Hanger

TR Tie Rod R/R

TE

Eye Nut

PD Heavy Duty

Clamp

PG Base Clamp VC Varianle Support

2 x SE structural additional steelwork 2 x VA Variable Hanger 2 x TT Threaded Rod 4 x TC Clevis 2 x TR Tie Rod R/R ST Trapeze PG Clamp Base

VB Top Mounted

Variable

TR Tie Rod R/R

TB

Turn Buckle

TL Tie Rod L/R

TE

Eye Nut

PB 3-Bolt Clamp



Blocking and Deblocking of Variables VA, Variables without casing VF and Constant Hanger CA and CB Constant and Variable Hangers will be calibrated on requested loads i.e. load in plant cold position, as per standard procedure. After that the hanger will be moved into theoretical cold position, i.e. assembly position. Subsequently the hanger will be blocked with the unique, new and effective Acom-Blocking System in that position. The cold position will be indicated on the travel scale with a white , the hot position with a red arrow. All technical parameters are recorded on the name plate. Should the load connected correspond with the calibrated load of the hanger the blocking device can be opened without force in order to be secured in its neutral position. Additional blocking at any travel position is available. Blocking will be performed with a devided clip with an inside thread gripping around the outside thread of the lower hanger load connection. This blocking device is bolted to the hanger bottom and cannot be lost.

Typ / type CA 2440 N Bauüberwacher Inspector TÜV Nord

Sollast Fs operation load KN 26,1 Sollweg SS - mm operation travel 360 Position Nr. identification no T 1 Serien Nr. serial no. 98911.001 Acom System I 20037 Paderno D Mi

A

Acom System

hangerbottom

Blocking clip cannot beopened since calibrated loadis larger than connected load

Blocking clip cannot be opened sincecalibrated load is smallerthan connected load

lower load connectionof hanger

blocking clip

blocking clip is free and can now be opened, sincecalibrated load correspondswith connected load



Blocking and Deblocking of Constant Supports CC Top Mounted Variables VB and Variable Supports VC

Constant and variable supports will be calibrated on requested loads, i.e. the plant cold load position. After that the support will be moved into theoretical cold position, i.e. assembly stage. The support will then be blocked with the unique, new and effective Acom-Blocking device. Cold position will be indicated with an white, hot position with a red arrow on the travel scale. In the event the calibrated load corresponds with supported load the blocking clip can be opened without force and moved and secured into neutral position. An additional blocking at any travel position of the support is possible. Blocking will be performed by a devided clip with inside thread gripping around the outside thread of the load tube. The blocking clip is fastened to the casing of the support and cannot be lost.Compensating Hanger

Compensating hangers apply for lower loads and long travels.

Blocking clip cannotbe opened, sincecalibrated load is largerthan supported load

Blocking clip cannotbe opened, sincecalibrated load is smallerthan supported load

support

load plateof support

Blocking clip is freeand can be opened,since calibrated loadcorresponds withsupported load

load tube



The patented principle of function is based upon a conversion of the spring force via levers into a nearly constant loading. The travel will be converted by a Pantograph arrangement into a large operational movement.

VS Compensating Hanger as a standard design, with top and bottom connection by clevis in metric thread.

VP Mounted Compensating Hanger.

Compensating hangers will be calibrated on requested loads, functionally tested and blocked at required assembly position. On request special hangers will be designed and manufactured besides the standard design. These hangers will be designed for total travels up to 500 mm within 7 travel intervals. Size selection of compensating hangers

0,06 0,12 0,20 0,32 0,42 0,70 0,95 1,25 1,50 2,00 2,50 3,00 4,00 6,00 kN at larger travel please send us your enquiry total operational travel SN of hanger = 500 mm

1050 0,06

1150 0,12

1250 0,20

1350 0,32

1450 0,42

1550 0,70

1650 0,95

1750 1,25

size up to kN

total operational travel SN of hanger = 400 mm

1040 0,08

1140 0,16

1240 0,24

1340 0,38

1440 0,50

1540 0,85

1640 1,10

1740 1,50

size up to kN


1030 0,11

1130 0,22

1230 0,32

1330 0,50

1430 0,65

1530 1,10

1630 1,45

1730 2,00

size up to kN


1025 0,13

1125 0,26

1225 0,38

1325 0,60

1425 0,82

1525 1,25

1625 1,65

1725 2,50

size up to kN


1020 0,16

1120 0,32

1220 0,48

1320 0,72

1420 1,05

1520 1,50

1620 2,30

1720 3,00

size up to kN


1015 0,20

1115 0,40

1215 0,60

1315 0,85

1415 1,35

1515 2,00

1615 2,70

1715 3,80

size up to kN


1010 0,30

1110 0,60

1210 0,90

1310 1,30

1410 2,00

1510 3,00

1610 4,00

1710 6,00

size up to kN



Compensating Hanger VS


size

thread

connec-tion

casing

diameter

lever arm

width top position

min. thread

engage-ment

product height

built-in

dimension top

position

width of top

connec-tion

connec-tion

dimen-sion

pin

diameter

weight

M ∅ A B E1 R L 1) E ∅ E2 ∅ Y kg 1010 285 595 1015 435 645 1020 12 105 520 15 255 665 12 24 12 8,1 1025 635 715 1030 755 760 1040 945 825 1050 1000 845 1110 285 620 1115 435 670 1120 12 105 520 15 280 690 12 24 12 9,3 1125 635 740 1130 755 785 1140 945 850 1150 1000 870 1210 285 660 1215 435 720 1220 12 105 520 15 270 735 12 24 12 9,8 1225 635 780 1230 755 825 1240 945 885 1250 1000 915 1310 280 625 1315 430 680 1320 16 160 515 20 255 715 17 32 16 18,2 1325 625 760 1330 745 810 1340 935 880 1350 985 945

sizes 1410 up to 1750 on following page. 1) dimension L changes in accordance with blocking position and travel.

RØ A

LE1

BM

E

Y E2


Standard Supports 99 D 36

VS Compensating Hanger dimension and weight

size

thread connec-tion

casing diameter

lever arm width top position

min. thread engage-ment

pro-duct height

built-in dimen-sion top position

width of top connection

connec-tion dimen-sion

pin diameter

weight

M ∅ A B E1 R L 1) E ∅ E2 ∅ Y kg 1410 280 695 1415 465 765 1420 16 160 580 20 320 805 17 32 16 21,2 1425 680 845 1430 805 895 1440 1005 975 1450 1005 1015 1510 275 760 1515 460 835 1520 16 160 570 20 340 885 17 32 16 23,2 1525 670 925 1530 790 980 1540 995 1065 1550 995 1020 1610 275 780 1615 460 855 1620 16 160 570 20 360 905 17 32 16 25,0 1625 670 945 1630 790 1000 1640 995 1085 1650 995 1040 1710 275 785 1715 460 860 1720 20 160 570 25 370 910 20 46 20 29,1 1725 670 950 1730 790 1005 1740 995 1090 1750 995 1055

sizes 1010 up to 1350 on page before.

1) dimension L changes in accordance with blocking position and travel..

RØ A

LE1

BM

E

Y E2



Compensating Hanger VP dimension

and weight

size

connec-tion thread

casing diameter



pro-duct height


base plate width

base plate thickness

bore di-stance

dimen-sion

weight

M ∅ A B E1 R L 1) E2 S1 Y S2 kg 1010 285 250 1015 435 305 1020 12 105 520 15 255 325 145 8 110 12 8,1 1025 635 370 1030 755 415 1040 945 480 1050 1000 500 1110 285 250 1115 435 305 1120 12 105 520 15 280 325 145 8 110 12 9,3 1125 635 370 1130 755 415 1140 945 480 1150 1000 500 1210 285 280 1215 435 340 1220 12 105 520 15 270 355 145 8 110 12 9,8 1225 635 400 1230 755 445 1240 945 515 1250 1000 535 1310 280 265 1315 430 320 1320 16 160 515 20 255 355 200 10 160 14 18,2 1325 625 395 1330 745 445 1340 935 515 1350 985 610

sizes 1410 up to1750 on following page. 1) dimension L changes in accordance with blocking position and travel.

Ø A

E1

BM

E 2

E 2

S 2

RL

E 1M

S 1

Y



VP Compensating Hanger dimension and weight

sizes 1010 up to 1350 on page before. 1) dimension L changes in accordance with blocking position and travel.

size

thread connec-tion

casing diameter



pro-duct height


base plate width

base plate thick-ness

bore di-stance

dimen-sion

weight

M ∅ A B E1 R L 1) E2 S1 Y S2 kg 1410 280 270 1415 465 340 1420 16 160 580 20 320 380 200 10 160 14 21,2 1425 680 420 1430 805 470 1440 1005 550 1450 1005 615 1510 275 300 1515 460 375 1520 16 160 570 20 340 425 200 10 160 14 23,2 1525 670 465 1530 790 520 1540 995 605 1550 995 590 1610 275 300 1615 460 375 1620 16 160 570 20 360 425 200 10 160 14 25,0 1625 670 465 1630 790 520 1640 995 605 1650 995 595 1710 275 295 1715 460 370 1720 20 160 570 25 370 420 200 10 160 14 29,1 1725 670 460 1730 790 515 1740 995 600 1750 995 580

Ø A

E1

BM

E 2

E 2

S 2

RL

E 1M

S 1

Y



Rigid Strut DS

Hydraulic Shock Absorber DA Hydraulic Shock Absorber are used to restrain undesired movements between moveable plant structures and the building. Slow movements are not to be restricted. Excursions may be subject to external, as well as to internal reactions. Internal reactions appear especially during operation of the plant by pressure shocks caused by emergency switch off, water hamer or engagement of safety valves. Boiler deflagration or pipe disturbance and it´s subsequent effect can be limited by application of shock absorbers. External effects may be caused by excessive winds, earthquakes or even plane-crash. All moveable major components are secured against these events. In the event the operational movement occurs in axial direction of the pipe the support can be rigid, or rigid in connection with shock absorbers. For higher operational movements the application shock absorbers become inevitable. In any case the rigidity of the total system should be taken into consideration. In order to determine the product size engineering has to evaluate the load case for the desired support load. At parallel application of shock absorbers a load reserve of 30% should be obtained. Determination of total travel should always consider an overtrane of 20 mm in either direction. The application of shock absorbers should ensure that cogging of the articulated bearing is excluded. The angulation of these bearings allows for ± 5°.

Should the operational movement be directed towards centre of pipe, the support can be a rigid strut, or in combination with hydraulic shock absorbers. At larger operational movements of the support position shock absorbers become necessary. In each case the total stiffness of the system has to be taken into consideration.


DA Hydraulic Shock Absorber

The principal drawing demonstrates the structure of the hydraulic shock absorber of the Acom System. They are of slim design. All metal parts are of stainless steel. The piston rod is protected against dirt and damage by a cover tube and as a special feature guided on both ends, i.e. piston rod pasage at front and at rear and towards reservoir, which subsequently reduces the buckling tendency and wear within the seal areas, which could lead to leackage, being excluded. The piston rod reaches into the reservoir and causes that the piston cross section is equal on either sides, compression and tension. This leads to uniform function parameters on both direction activities.


The control valve is centrally situated. Sudden excursions will cause the shock absorber to react with very little delay. The flow of the hydraulic medium will pass the valve and at slow speed it will by-pass the spring loaded valve cone. In the event of speed increase the spring cannot resist the medium flow and the valve will close. At closed valve a by-pass channel will subsequently cause that a blockage of the valve is excludecd, i.e. even at high stress the shock absorber slowly moves. By assistance of a spring a piston will seal the reservoir and cause a little pressure on the medium system of the shock absorber. Even at usual operational movements air will not be able to enter the unit at piston or seal. Steady function is maintained during operation stage.



DA

Hydraulic Shock Absorber

selection of size

Shock absorber shall be available in load groups as follows and in three travel ranges (100, 200 and 300 mm). The requirements of the well known technical regulations, e.g. the german VGB and the KTA, as well as ASME apply. On request shock absorbers can be designed for special application, or in accordance with special specifications as well as special long stroke. It is necessary for the client to specify load cases at load selection and operation travel at selection of max. stroke design. The angulation of the articulated connecting lugs is limited at ±5°. load group

nom.load FN 80 °C Level A (kN)

load case H 150 °C Level B (kN)

emergency load case HZ Level C (kN)

faulted load case HS Level D (kN)

connection thread DIN

connec-tion pin � (mm)

10 3 2,9 3,8 5 M12 x 1,0 10 12 8 7,5 9,7 12,6 M14 x 1,5 12 15 18 16,5 22 28,5 M16 x 1,5 15 20 46 44 58,5 74,5 M22 x 1,5 20 30 100 94,5 127 162 M35 x 1,5 30 50 200 175 239 301 M45 x 1,5 50 60 350 339 423 588 M58 x 1,5 60 70 550 535 715 910 M75 x 2,0 70 Design:

dynamic loading at operation, e.g.water hammer during switching process

Design: upset load, dynamic loading at higher operation stage (150°C).

Design: emergency load (150°C), recommen-dation to control parts subsequently

faulted load, 150°C, yield point of parts can be reached: change parts recommen-dation

Y

L

A

Sz

A

E1 R E2

angulation is limited to 5°



Acom shock absorbers are designed to function at an operation temperature of 80°C under normal conditions. The emergency temperature for a duration of one hour can be 150°C. The pour point for the hydraulic fluid is below – 40°C, the flash point above 300°C, the ignition point approximately at 500°C. The starting resistance for shock absorbers of sizes 10 and 12 is be < 0,3 kN, frictional resistance at steady movement of 0,5 mm/s < 0,2 kN. Shock absorbers size 15 and larger maintane a starting resistance, as well as a frictional resistance of max. 2 % of nominal load. The velocity at steady increasing speed is be 3—6 mm/s. The bleeding rate after shock absorber being activated is be 0,2 bis 2 mm/s. Shock absorber activation is equal in both operation direction. Lost motion until load increase is 0,2 to 0,6 mm. Lost motion at a frequency of 1 to 3 Hz is be ± 2,5% of the nominal stroke, max. 8 mm. At frequencies > 3 Hz 2 % of nominal stroke. All values apply at room temperature and would be at 150°C 4% of nominal stroke, max. 12 mm. Fabrication of shock absorbers is executed under strict application of our quality assurance system. All materials and semi-products will be checked prior to application. Each shock absorber will have a functional check up prior to dispatch. On request the client will receive a complete quality documentation with material certificates as well as test certificates of final test of function. During final test the brake-away force, load and travel amplitudes at the different frequencies as well as a load-travel diagramm with system stiffness shall be obtained. The functional tests shall be executed on our dynamic test bench. The test range shall correspond with customer requirements. The survey of functional tests can be executed by the client or an institution instructed by him. Quality documentation can be presented in three languages, english, chinese, french and german.

DA Shock Absorber Specification



size

nom. load FN

con-nec-tion Ø

width of bear

dist-ance

dimension of

built-in length

dist-ance

se

(kN) A B E1 R L 1) E2 S1010 153 305 11020 3 10 9 18 253 510 17 21030 353 715 31210 195 359 11220 8 12 10 50 295 564 20 21230 395 769 31510 219 400 11520 18 15 12 58 319 605 23 21530 419 810 32010 235 434 12020 46 20 16 65 335 639 32 22030 304 844 33010 304 551 13020 100 30 22 100 404 756 50 23030 504 961 35010 381 680 15020 200 50 35 130 481 880 60 25030 581 1085 36010 461 819 16020 350 60 44 165 561 1024 80 26030 661 1229 37010 504 911 17020 550 70 49 165 604 1116 85 27030 704 1321 3

1) dimension L indicates piston rod retracted; will be inc

Y

L

ASz

A

E1 R E2

the angulation of articulated bearing is limited at ± 5°

Shock Absorber DA


The required connecting lugs are

supplied with shock absorbers,

connecting brackets are supplied

in accordance with the client.

trok

cover Ø

cylindre Ø

rod Ø

weight

Y SZ T (kg) 00 12 2,0 00 38 30 12 3,5 00 12 5,1 00 16 3,4 00 45 35 16 5,8 00 16 8,3 00 22 6,4 00 60 50 22 10,6 00 22 14,7 00 26 13,0 00 70 60 26 20,9 00 26 28,8 00 40 28,0 00 105 95 40 42,3 00 40 56,6 00 60 55,2 00 150 140 60 78,3 00 60 101 00 80 112 00 200 190 80 151 00 80 191 00 100 190 00 250 240 100 248 00 100 307

C ti b k t t d d

reased by stroke.


Weld-on-brackets are supplied with pin of tolerance (H7/f8) out of SS-steel. Order sample for a weld-on-bracket of nominal load 100 kN in standard design: DB 3011.

DB Weld-On-Bracket dimension and weight

nom. load

connec-tion pin

di-men-sion

width

dist-ance

di-men-sion

pin length

dimen-sion

weight

(kN) Ø d A B E R L Eb (kg) 1011 3 10 25 32 30 13 42 9,5 0,2 1211 8 12 30 37 34 15 46 10,5 0,3 1511 18 15 35 43 40 18 52 12,5 0,5 2011 46 20 54 54 50 27 65 16,5 1,0 3011 100 30 90 79 75 45 95 22,5 3,7 5011 200 50 110 100 90 55 115 35,5 7,9 6011 350 60 150 130 115 75 160 45 17,0 7011 550 70 180 230 155 80 220 50 41,0 DC Bolted Bracket dimension and weight

ER

d

B Eb L

A

RB

Eb

YLS

SM

E

d

AA

Bolted brackets are equipped with SS pins for pressfitting (H 7/ f 8) however without bolting material. Order sample for a bolted bracket, nominal load 100 kN in standard design: DC 3011.


size

nom. load

connec-tion pin

dim. base plate

width

distance

dimen-sion

pin length

dimen-sion

thicknessbase plate

bore distance

bolt size

weight

(kN) Ø d A B E R L Eb S Y SM (kg) 1011 3 10 86 32 30 13 42 9,5 12 62 M12 0,8 1211 8 12 92 37 34 15 46 10,5 12 68 M12 1,0 1511 18 15 116 43 40 18 52 12,5 15 84 M16 1,9 2011 46 20 144 54 50 27 65 16,5 20 104 M20 3,8 3011 100 30 214 79 75 45 95 22,5 25 154 M30 11,5 5011 200 50 262 100 90 55 115 35,5 30 190 M36 21,7 6011 350 60 320 130 115 75 160 45 40 236 M42 44,0 7011 550 70 450 230 155 80 220 50 40 350 M48 88,0



Shock absorber extensions apply in order to achieve a certain pin to pin dimension. E.g. exchange of existing shock absorbers of old design. At design stage the max. length , as well as the buckling tendency have to be considered. Larger pin to pin are possible, if load can be reduced. The extensions are bolted to the bottom of the shock absorber. On the other end a thread engaged paddle allows for an additional adjustment of 100 mm in order to compensate for site tolerance. The first two figures indicate the load size, the next two figures the length in 100 mm intervals.

d

R E

5 5

B

A

ShockAbsorber

width of articulated bearing Bmax. angulation 5°

size nom.

load connec-tion pin

connection thread

width bearing

dis-tance dimen-sion

weight

(kN) Ø d A B E R (kg) 1011 3 10 M12 x 1,0 9 18 15 0,2 1211 8 12 M14 x 1,5 10 50 20 0,2 1511 18 15 M16 x 1,5 12 58 22,5 0,3 2011 46 20 M22 x 1,5 16 65 30 0,5 3011 100 30 M35 x 1,5 22 100 45 1,6 5011 200 50 M45 x 1,5 35 130 60 3,4 6011 350 60 M58 x 1,5 44 165 75 6,3 7011 550 70 M75 x 2,0 49 165 105 13,5

size at L min

nom. load

con-nection pin

thread connec-tion

width artic. bearing

di-men-sion

dia-meter

hex head flats connect. thread

min. length

weight at L min

max. length

weight at L max

(kN) Ø d A B E Ø R SWA L min (kg) L max (kg) 1004 3 10 M12 x 1,0 9 30 34 19 400 1,3 800 3,0 1204 8 12 M14 x 1,5 10 40 43 21 400 1,9 1000 4,5 1504 18 15 M16 x 1,5 12 45 57 24 400 2,8 1200 8,5 2005 46 20 M22 x 1,5 16 60 61 32 500 6,7 1300 11,0 3005 100 30 M35 x 1,5 22 90 83 55 500 9,9 1500 25 5006 200 50 M45 x 1,5 35 120 102 70 600 18,5 1800 45 6008 350 60 M58 x 1,5 44 150 115 90 800 40,8 1900 83 7009 550 70 M75 x 2,0 49 210 115 110 900 95,6 2000 165

Connecting Lug with articulated bearing DD

Connecting lugs are supplied with articulated bearings. Order sample for a connecting lug nominal load 100 kN of c-steel in standard design: DD 3011.

Shock Absorber Extensions DE


By application of rigid struts the support remains in rigid position to that extent that a limited movement across dimension “L” is possible. The articulated bearings allow for an angulation of max. 5 °. Rigid struts can be loaded in either direction, tension or compression. An adjustment of ±100 mm is possible due to left hand thread on the one and right hand thread on the other side.. Larger pin to pin dimensions are possible under consideration of a total load reduction.

d

E

A

B

left hand threaded connection

right hand threaded connection

SWA

5

5

R

L ± 100

DS Rigid Struts

The required swivel heads are supplied with struts, connecting brackets are supplied in accordance with the client. Connecting brackets as standard see product code DB and DC. The first two figures of designation indicate the load size, the two figures that follow the length in 100 mm-intervals. Order sample for a strut of nominal load 100 kN, 1500 long: DS 3015 out of c-steel as standard design.

S

saL 11123567

tandard Supports 99 D 53

ize t min

nom. load

con-nection pin

thread connection

width artic .bea-ring

di-men-sion

dia-meter

hex head flat connec-tion

hex head flat strut

min. length

weight at L min

max. length

weight at L max

(kN) Ø d A B E Ø R SWA SWL L min (kg) L max (kg) 004 3 10 M12 x 1,0 9 30 34 19 30 400 1,3 1800 5,9 204 8 12 M14 x 1,5 10 40 43 21 36 400 1,9 2100 8,9 504 18 15 M16 x 1,5 12 45 57 24 46 400 2,8 2300 16,3 005 46 20 M22 x 1,5 16 60 61 32 50 500 6,7 2400 20,2 005 100 30 M35 x 1,5 22 90 83 55 70 500 9,9 2800 45,3 006 200 50 M45 x 1,5 35 120 102 70 85 600 18,5 3200 81,0 008 350 60 M58 x 1,5 44 150 115 90 100 800 40,8 3400 138 009 550 70 M75 x 2,0 49 210 115 110 110 900 95,6 3600 278



Ma1,5 x NN

N 2 x

N

0 - 2

mm

Shock Absorber Clamps Shock absorber clamps can be loaded in two directions tension and compression. Due to the possible loading in compression, special care needs to be taken at installation of these clamps. At operation stage the loading direction should be the center of the tube. The articulated bearings allow for an angulation of max 5 ° The clamp fitting around the pipe is of importance and generally applies by friction fit. Acom System recommends for dynamic loaded clamps to be securely fitted with lugs to be welded to the tubes on site. The lugs are exposed to very low loads only, as they have to prevent is a turning on the pipe line. Frictional fit can be supported with Acom shock absorber clamps by using preset disc springs. The disc springs are located outside the insulation, i.e. they are outside of the high temperature range. Acom System offers shock absorber clamps with type designation DW for welded design and type designation DX for design completely without welding.

At standard design of shock absorber clamps, lugs apply as a regular method. The lugs are considered to be part of pipe supply. Besides standard design of shock absorbers clamps special fabricated clamps can be supplied in accordance with client and plant specification.

design of safety lugs

dimension R plus 2mm

ß R zuzüglich 2 mm



DW Shock Absorber Clamp Welded design

The first two figures of type designation indicate the inside diameter in cm, the 3. figure designates three designs for various insulation thickness with several load capacities,

allowable load for higher temperature

the 4. figure designates the material (1 for S 235 JRG 2( RST37-2)) ...1 ...3 ...4 Pipe Shock Absorber Clamp

S 235 13 CrMo 4 5 1.4541

nom. size DN clamp

connec-tion pin ∅∅∅∅

nom. load at 80°C

size

outside dimen-sion

width clamp

dimen-sion

base plate width

built-in height

groove for safety lugs

max. insula-tion thickn.

weight

Me-dium 325 °C

Me-dium 520 °C

Me-dium 560 °C

Me-dium 580°C

Me-dium 400 °C

Me- dium 600 °C

∅∅∅∅ d FN A B E R L E N Ft Ft 320 = FN Ft Ft (mm) (mm) (kN) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (kg) (kN) (kN) (kN) (kN) (kN) (kN) 15 18 111. 170 40 12,5 60 160 11 50 3,1 11,3 14,8 9,7 6,5 13,7 12,2 100 20 46 112. 170 90 16,5 100 160 13 50 5,6 29,0 37,7 24,8 16,6 35,0 31,3 15 18 113. 170 40 12,5 60 210 11 100 4,4 11,3 14,8 9,7 6,5 13,7 12,2 114,3 20 46 114. 170 90 16,5 100 210 13 100 7,6 29,0 37,7 24,8 16,6 35,0 31,3 15 18 115. 170 40 12,5 60 310 11 200 6,5 11,3 14,8 9,7 6,5 13,7 12,2 20 46 116. 170 90 16,5 100 310 13 200 10,8 29,0 37,7 24,8 16,6 35,0 31,3 15 18 141. 190 40 12,5 60 170 11 50 3,3 11,3 14,8 9,7 6,5 13,7 12,2 125 20 46 142. 190 90 16,5 100 170 13 50 6,0 29,0 37,7 24,8 16,6 35,0 31,3 15 18 143. 190 40 12,5 60 220 11 100 4,8 11,3 14,8 9,7 6,5 13,7 12,2 139,7 20 46 144. 190 90 16,5 100 220 13 100 8,3 29,0 37,7 24,8 16,6 35,0 31,3 15 18 145. 190 40 12,5 60 320 11 200 7,2 11,3 14,8 9,7 6,5 13,7 12,2 20 46 146. 190 90 16,5 100 320 13 200 11,9 29,0 37,7 24,8 16,6 35,0 31,3 20 46 171. 220 50 16,5 70 190 13 50 5,6 29,0 37,7 24,8 16,6 35,0 31,3 150 30 90 172. 230 110 22,5 110 190 16 50 10,5 56,7 73,8 48,6 32,4 68,4 61,2 20 46 173. 220 50 16,5 70 240 13 100 7,0 29,0 37,7 24,8 16,6 35,0 31,3 168,3 30 90 174. 230 110 22,5 110 240 16 100 12,7 56,7 73,8 48,6 32,4 68,4 61,2 20 46 175. 220 50 16,5 70 340 13 200 9,8 29,0 37,7 24,8 16,6 35,0 31,3 30 90 176. 230 110 22,5 110 340 16 200 17,1 56,7 73,8 48,6 32,4 68,4 61,2 20 46 221. 270 50 16,5 70 230 13 60 6,9 29,0 37,7 24,8 16,6 35,0 31,3 200 30 90 222. 280 110 22,5 110 230 16 60 12,7 56,7 73,8 48,6 32,4 68,4 61,2 20 46 223. 270 50 16,5 70 290 13 120 8,9 29,0 37,7 24,8 16,6 35,0 31,3 219,1 30 90 224. 280 110 22,5 110 290 16 120 15,8 56,7 73,8 48,6 32,4 68,4 61,2 20 46 225. 270 50 16,5 70 410 13 240 13,0 29,0 37,7 24,8 16,6 35,0 31,3 30 90 226. 280 110 22,5 110 410 16 240 22,2 56,7 73,8 48,6 32,4 68,4 61,2 20 46 271. 330 50 16,5 70 260 13 60 8,0 29,0 37,7 24,8 16,6 35,0 31,3 30 90 272. 340 110 22,5 110 260 16 60 14,5 56,7 73,8 48,6 32,4 68,4 61,2 250 20 46 273. 330 50 16,5 70 320 13 120 10,5 29,0 37,7 24,8 16,6 35,0 31,3 30 90 274. 340 110 22,5 110 320 16 120 18,4 56,7 73,8 48,6 32,4 68,4 61,2 273,0 50 180 275. 350 150 35,5 120 320 21 120 29,0 113,4 147,6 97,2 64,8 136,8 122,4 20 46 276. 330 50 16,5 70 440 13 240 15,5 29,0 37,7 24,8 16,6 35,0 31,3 30 90 277. 340 110 22,5 110 440 16 240 26,1 56,7 73,8 48,6 32,4 68,4 61,2 50 180 278. 350 150 35,5 120 440 21 240 39,0 113,4 147,6 97,2 64,8 136,8 122,4

Continuation of table with nom. size 300 to 500 on following page. On request shock absorber clamps can be optimized for special usage regarding. Order sample: DW 1753 for a shock absorber clamp DN 150 with 200 mm insulation thickness, applicable up to 24,8 kN at 560 °C made of 13 Cr Mo 4 5 (incl. bolts and pins).

DN 100 up to DN 500 B

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DW Shock Absorber Clamp

welded design

nominal load100 up to 250 on page before DN 300 to 500

allowable load for higher temp.

...1 ...3 ...4 The first two figures of type designation indicate the inside diameter in cm, the 3. figure designates three designs for various insulation thickness with several load capacities , the 4. figure designates the material (1 for S 235 JRG 2 ( RST37-2)) S 235 13 CrMo 4 5 1.4541 pipe shock absorber clamp nom. size

DN

connec-tion pin ∅

nom. load at 80°C

size.

outside dimen-sion

width clamp

dimen-sion

base plate width

built-in height



weight

Me-dium 325 °C

Me-dium 520 °C

Me-dium 560 °C

Me-dium 580°C

Me-dium 400 °C

Me- dium 600 °C

clamp ∅

d FN A B E R L E N Ft Ft 320 = FN Ft Ft

(mm) (mm) (kN) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (kg) (kN) (kN) (kN) (kN) (kN) (kN)

20 46 321. 380 50 16,5 70 290 13 60 9,1 29,0 37,7 24,8 16,6 35,0 31,3 30 90 322. 390 110 22,5 110 290 16 60 16,4 56,7 73,8 48,6 32,4 68,4 61,2 300 20 46 323. 380 50 16,5 70 360 13 130 12,4 29,0 37,7 24,8 16,6 35,0 31,3 30 90 324. 390 110 22,5 110 360 16 130 21,6 56,7 73,8 48,6 32,4 68,4 61,2 323,9 50 180 325. 400 150 35,5 120 360 21 130 33,5 113,4 147,6 97,2 64,8 136,8 122,4 20 46 326. 380 50 16,5 70 490 13 260 18,7 29,0 37,7 24,8 16,6 35,0 31,3 30 90 327. 390 110 22,5 110 490 16 260 31,2 56,7 73,8 48,6 32,4 68,4 61,2 50 180 328. 400 150 35,5 120 490 21 260 45,8 113,4 147,6 97,2 64,8 136,8 122,4 20 46 361. 410 50 16,5 70 310 13 60 9,8 29,0 37,7 24,8 16,6 35,0 31,3 30 90 362. 420 110 22,5 110 310 16 60 17,7 56,7 73,8 48,6 32,4 68,4 61,2 350 20 46 363. 410 50 16,5 70 380 13 130 13,5 29,0 37,7 24,8 16,6 35,0 31,3 30 90 364. 420 110 22,5 110 380 16 130 23,3 56,7 73,8 48,6 32,4 68,4 61,2 355,6 50 180 365. 430 150 35,5 120 380 21 130 35,8 113,4 147,6 97,2 64,8 136,8 122,4 20 46 366. 410 50 16,5 70 510 13 260 20,2 29,0 37,7 24,8 16,6 35,0 31,3 30 90 367. 420 110 22,5 110 510 16 260 33,6 56,7 73,8 48,6 32,4 68,4 61,2 50 180 368. 430 150 35,5 120 510 21 260 49,1 113,4 147,6 97,2 64,8 136,8 122,4 20 46 411. 460 50 16,5 70 330 13 60 10,4 29,0 37,7 24,8 16,6 35,0 31,3 30 90 412. 470 110 22,5 110 330 16 60 18,8 56,7 73,8 48,6 32,4 68,4 61,2 400 20 46 413. 460 50 16,5 70 410 13 140 15,1 29,0 37,7 24,8 16,6 35,0 31,3 30 90 414. 470 110 22,5 110 410 16 140 25,9 56,7 73,8 48,6 32,4 68,4 61,2 406,4 50 180 415. 480 150 35,5 120 410 21 140 39,6 113,4 147,6 97,2 64,8 136,8 122,4 20 46 416. 460 50 16,5 70 550 13 280 23,2 29,0 37,7 24,8 16,6 35,0 31,3 30 90 417. 470 110 22,5 110 550 16 280 38,4 56,7 73,8 48,6 32,4 68,4 61,2 50 180 418. 480 150 35,5 120 550 21 280 55,5 113,4 147,6 97,2 64,8 136,8 122,4 20 46 461. 510 50 16,5 70 360 13 60 11,6 29,0 37,7 24,8 16,6 35,0 31,3 30 90 462. 520 110 22,5 110 360 16 60 20,8 56,7 73,8 48,6 32,4 68,4 61,2 450 20 46 463. 510 50 16,5 70 440 13 140 16,8 29,0 37,7 24,8 16,6 35,0 31,3 30 90 464. 520 110 22,5 110 440 16 140 28,7 56,7 73,8 48,6 32,4 68,4 61,2 457,2 50 180 465. 530 150 35,5 120 440 21 140 43,5 113,4 147,6 97,2 64,8 136,8 122,4 20 46 466. 510 50 16,5 70 580 13 280 25,8 29,0 37,7 24,8 16,6 35,0 31,3 30 90 467. 520 110 22,5 110 580 16 280 42,5 56,7 73,8 48,6 32,4 68,4 61,2 50 180 468. 530 150 35,5 120 580 21 280 61,1 113,4 147,6 97,2 64,8 136,8 122,4 20 46 511. 560 50 16,5 70 360 13 60 10,8 29,0 37,7 24,8 16,6 35,0 31,3 30 90 512. 570 110 22,5 110 360 16 60 19,7 56,7 73,8 48,6 32,4 68,4 61,2 500 20 46 513. 560 50 16,5 70 450 13 150 17,1 29,0 37,7 24,8 16,6 35,0 31,3 30 90 514. 570 110 22,5 110 450 16 150 29,4 56,7 73,8 48,6 32,4 68,4 61,2 508,0 50 180 515. 580 150 35,5 120 450 21 150 44,7 113,4 147,6 97,2 64,8 136,8 122,4 20 46 516. 560 50 16,5 70 600 13 300 27,8 29,0 37,7 24,8 16,6 35,0 31,3 30 90 517. 570 110 22,5 110 600 16 300 45,6 56,7 73,8 48,6 32,4 68,4 61,2 50 180 518. 580 150 35,5 120 600 21 300 65,3 113,4 147,6 97,2 64,8 136,8 122,4

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DX Shock Absorber Clamp in non-welding design

DN 25 up to 400

allowable load for higher temperature The first two figures of type designation indicate the inside diameter in cm, the 3. figure designates three designs for various insulation thickness with several load capacities,

the 4. figure designates the material (1 for S235 JRG 2( RSt37-2)) ...1 ...3 ...4

pipe shock absorber clamp S 235 13 CrMo 4 5 1.4541 nom. size DN clamp

con-nec-tion pin∅

nom. load at 80°C

size

outside dimen-sion

width clamp

dimen-sion

base plate width

built-in height



weight

Me- dium 325 °C

Me-dium 520 °C

Me-dium 560 °C

Me- dium 580°C

Me-dium 400 °C

Me- dium 600 °C

∅∅∅∅ d FN A B E R L E N Ft Ft 320 = FN Ft Ft


25 10 3 021. 70 40 9,5 20 120 9 50 1,3 1,9 2,5 1,6 1,1 2,3 2,0 33,7 12 8 022. 70 40 10,5 25 170 9 100 2,2 5,0 6,6 4,3 2,9 6,1 5,4 32 10 3 031. 70 40 9,5 20 130 9 50 1,4 1,9 2,5 1,6 1,1 2,3 2,0 42,4 12 8 032. 80 40 10,5 25 180 9 100 2,5 5,0 6,6 4,3 2,9 6,1 5,4 40 10 3 041. 80 40 9,5 20 130 9 50 1,5 1,9 2,5 1,6 1,1 2,3 2,0 48,3 12 8 042. 80 40 10,5 25 180 9 100 2,5 5,0 6,6 4,3 2,9 6,1 5,4 50 10 3 061. 90 40 9,5 20 150 9 50 1,8 1,9 2,5 1,6 1,1 2,3 2,0 60,3 12 8 062. 100 40 10,5 25 200 9 100 3,3 5,0 6,6 4,3 2,9 6,1 5,4 15 18 063. 100 40 12,5 30 300 11 200 6,8 11,3 14,8 9,7 6,5 13,7 12,2 65 12 8 071. 110 40 10,5 25 160 9 50 2,6 5,0 6,6 4,3 2,9 6,1 5,4 73 12 8 072. 110 40 10,5 25 210 9 100 3,7 5,0 6,6 4,3 2,9 6,1 5,4 15 18 073. 120 40 12,5 30 310 11 200 8,1 11,3 14,8 9,7 6,5 13,7 12,2 80 12 8 091. 120 40 10,5 25 170 9 50 2,9 5,0 6,6 4,3 2,9 6,1 5,4 88,9 15 18 092. 130 40 12,5 30 220 11 100 5,1 11,3 14,8 9,7 6,5 13,7 12,2 20 46 093. 130 84 16,5 70 320 13 200 17,8 29,0 37,7 24,8 16,6 35,0 31,3 12 8 111. 150 40 10,5 25 200 9 50 4,1 5,0 6,6 4,3 2,9 6,1 5,4 100 15 18 112. 160 40 12,5 30 200 11 50 5,0 11,3 14,8 9,7 6,5 13,7 12,2 15 18 113. 160 40 12,5 30 250 11 100 6,9 11,3 14,8 9,7 6,5 13,7 12,2 114,3 20 46 114. 160 84 16,5 70 250 13 100 16,2 29,0 37,7 24,8 16,6 35,0 31,3 15 18 115. 160 40 12,5 30 350 11 200 10,7 11,3 14,8 9,7 6,5 13,7 12,2 20 46 116. 160 84 16,5 70 350 13 200 23,3 29,0 37,7 24,8 16,6 35,0 31,3 12 8 141. 180 40 10,5 25 220 9 50 5,1 5,0 6,6 4,3 2,9 6,1 5,4 125 15 18 142. 180 40 10,5 30 220 11 50 6,0 11,3 14,8 9,7 6,5 13,7 12,2 15 18 143. 180 40 12,5 30 270 11 100 8,1 11,3 14,8 9,7 6,5 13,7 12,2 139,7 20 46 144. 180 84 16,5 70 270 13 100 17,0 29,0 37,7 24,8 16,6 35,0 31,3 15 18 145. 180 40 12,5 30 370 11 200 12,4 11,3 14,8 9,7 6,5 13,7 12,2 20 46 146. 180 84 16,5 70 370 13 200 26,9 29,0 37,7 24,8 16,6 35,0 31,3 12 8 171. 200 40 10,5 25 250 9 50 6,3 5,0 6,6 4,3 2,9 6,1 5,4 150 15 18 172. 210 40 12,5 30 250 11 50 7,7 11,3 14,8 9,7 6,5 13,7 12,2 15 18 173. 210 40 12,5 30 300 11 100 10,2 11,3 14,8 9,7 6,5 13,7 12,2 168,3 20 46 174. 210 84 16,5 70 300 13 100 21,5 29,0 37,7 24,8 16,6 35,0 31,3 15 18 175. 210 40 12,5 30 400 11 200 15,2 11,3 14,8 9,7 6,5 13,7 12,2 20 46 176. 210 84 16,5 70 400 13 200 33,1 29,0 37,7 24,8 16,6 35,0 31,3 Continuation of table with nominal size 200 to 400 on following page. On request shock absorber clamp can be optimized for special usage regarding. Order sample: DX 1753 for a shock absorber clamp DN 150 with 200 mm insulation thickness, applicable upt to 9,7 kN at 560 °C made of 13 Cr Mo 4 5 (incl. bolts and pins).

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Nominal load 25 up to 150 on page before. DN 200 to 400 The first two figures of type designation indicate the inside diameter in cm, the 3. figure designates three designs for various insulation thickness with several load capacities,

allowable load for higher temperature

the 4. figure designates the material (1 for S 235 JRG 2( RST37-2)) ...1 ...3 ...4 pipe shock absorber clamp S 235 13 CrMo 4 5 1.4541 nom. size DN clamp

con-nec-tion pin ∅

nom. load at 80°C

size

outside dimen-sion

clamp width

dimen-sion

base plate width

built-in height



weight

Me- dium 325 °C

Me-dium 520 °C

Me-dium 560 °C

Me -dium 580°C

Me-dium 400 °C

Me- dium 600 °C

∅∅∅∅ d FN A B E R L E N Ft Ft 320 = FN Ft Ft


20 46 221. 290 40 16,5 40 230 13 60 9,6 29,0 37,7 24,8 16,6 35,0 31,3 200 30 90 222. 290 84 22,5 80 230 16 60 16,5 56,7 73,8 48,6 32,4 68,4 61,2 20 46 223. 290 40 16,5 40 290 13 120 15,1 29,0 37,7 24,8 16,6 35,0 31,3 219,1 30 90 224. 290 84 22,5 80 290 16 120 27,5 56,7 73,8 48,6 32,4 68,4 61,2 50 180 225. 310 104 36,5 90 290 21 120 34,3 113,4 147,6 97,2 64,8 136,8 122,4 20 46 226. 290 40 16,5 40 410 13 240 26,1 29,0 37,7 24,8 16,6 35,0 31,3 30 90 227. 290 84 22,5 80 410 16 240 49,5 56,7 73,8 48,6 32,4 68,4 61,2 50 180 228. 310 104 36,5 90 410 21 240 60,7 113,4 147,6 97,2 64,8 136,8 122,4 20 46 271. 350 40 16,5 40 260 13 60 11,7 29,0 37,7 24,8 16,6 35,0 31,3 250 30 90 272. 350 84 22,5 80 260 16 60 19,7 56,7 73,8 48,6 32,4 68,4 61,2 20 46 273. 350 40 16,5 40 320 13 120 18,3 29,0 37,7 24,8 16,6 35,0 31,3 273,0 30 90 274. 350 84 22,5 80 320 16 120 33,0 56,7 73,8 48,6 32,4 68,4 61,2 50 180 275. 360 104 36,5 90 320 21 120 39,3 113,4 147,6 97,2 64,8 136,8 122,4 20 46 276. 350 40 16,5 40 440 13 240 31,6 29,0 37,7 24,8 16,6 35,0 31,3 30 90 277. 350 84 22,5 80 440 16 240 59,5 56,7 73,8 48,6 32,4 68,4 61,2 50 180 278. 360 104 36,5 90 440 21 240 70,0 113,4 147,6 97,2 64,8 136,8 122,4 20 46 321. 400 40 16,5 40 290 13 60 13,8 29,0 37,7 24,8 16,6 35,0 31,3 300 30 90 322. 400 84 22,5 80 290 16 60 23,2 56,7 73,8 48,6 32,4 68,4 61,2 20 46 323. 400 40 16,5 40 360 13 130 22,6 29,0 37,7 24,8 16,6 35,0 31,3 323,9 30 90 324. 400 84 22,5 80 360 16 130 40,9 56,7 73,8 48,6 32,4 68,4 61,2 50 180 325. 420 104 36,5 90 360 21 130 48,6 113,4 147,6 97,2 64,8 136,8 122,4 20 46 326. 400 40 16,5 40 490 13 260 39,0 29,0 37,7 24,8 16,6 35,0 31,3 30 90 327. 400 84 22,5 80 490 16 260 73,7 56,7 73,8 48,6 32,4 68,4 61,2 50 180 328. 420 104 36,5 90 490 21 260 87,5 113,4 147,6 97,2 64,8 136,8 122,4 20 46 361. 430 40 16,5 40 310 13 60 15,3 29,0 37,7 24,8 16,6 35,0 31,3 350 30 90 362. 430 84 22,5 80 310 16 60 25,8 56,7 73,8 48,6 32,4 68,4 61,2 20 46 363. 430 40 16,5 40 380 13 130 24,8 29,0 37,7 24,8 16,6 35,0 31,3 355,6 30 90 364. 430 84 22,5 80 380 16 130 44,8 56,7 73,8 48,6 32,4 68,4 61,2 50 180 365. 450 104 36,5 90 380 21 130 52,9 113,4 147,6 97,2 64,8 136,8 122,4 20 46 366. 430 40 16,5 40 510 13 260 42,5 29,0 37,7 24,8 16,6 35,0 31,3 30 90 367. 430 84 22,5 80 510 16 260 80,1 56,7 73,8 48,6 32,4 68,4 61,2 50 180 368. 450 104 36,5 90 510 21 260 94,5 113,4 147,6 97,2 64,8 136,8 122,4 20 46 411. 480 40 16,5 40 340 13 60 17,7 29,0 37,7 24,8 16,6 35,0 31,3 400 30 90 412. 480 84 22,5 80 340 16 60 29,7 56,7 73,8 48,6 32,4 68,4 61,2 20 46 413. 480 40 16,5 40 420 13 140 29,8 29,0 37,7 24,8 16,6 35,0 31,3 406,4 30 90 414. 480 84 22,5 80 420 16 140 54,0 56,7 73,8 48,6 32,4 68,4 61,2 50 180 415. 500 104 36,5 90 420 21 140 63,0 113,4 147,6 97,2 64,8 136,8 122,4 20 46 416. 480 40 16,5 40 560 13 280 51,0 29,0 37,7 24,8 16,6 35,0 31,3 30 90 417. 480 84 22,5 80 560 16 280 96,5 56,7 73,8 48,6 32,4 68,4 61,2 50 180 418. 500 104 36,5 90 560 21 280 112,8 113,4 147,6 97,2 64,8 136,8 122,4

DX Shock Absorber

Clamp in non-welding design

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Standard Suppo

Applications Shock Absorbers and Rigid Struts

2 x DW Shock Absorber Clamp DA Shock Absorber DS Rigid Strut 2 x DC Bolted Bracket

Bolted

Shock A

Shock A

DWShock Absorber Clamp

DSRigid Strut

DBWeld-On-Bracket

2 x DC Bracket 2 x DA bsorber

2 x DW bsorber Clamp

rts 99 D 59



Pipe Clamps and Clamp Bases P

Products such as pipe clamps and clamp bases are standardized within product group P.

The most conservative design is based upon DIN 3567 design A and design B. Pipe clamps will be manufactured for high loads out of heavy flat materials. Clamp bases and saddles are also available in various product groups as well as loads and insulation thickness.

Riser clamps, hot formed, in its purpose to be directly attached to the tube are also available in several load groups for nominal sizes 25 to 125 as a standard design.

Above nominal size 100, riser clamps in a much more economical design are available, i.e. the box type of riser clamp. This design allows for just the load plates to be within the insulation, which are located on pipe attached trunnions or lugs. The side plates are located outside of the insulation.

On customer request pipe clamps, clamp bases and saddles, as well as riser clamps and pipe surrounding guides can be designed and manufactured in accordance with plant requirements. Design can be weldless, with slot and bolt fittings, or of welded design. We also produce in accordance with customer drawings.

Prior to any deliveries we will check the supply with customer requirements and the applicable technical rules and regulations. Especially tensile aspects under high temperature operation conditions will be taken into consideration. Alternatively the customer will be introduced to solutions regarding design and material selection.

Product designation will identify the type of product with the first two letters, to be followed with two figures which indicate the inside diameter, the third figure the product group and the forth figure the material grade.



PA Pipe Clamp 2-bolt PB Pipe Clamp 3-bolt

Supply contains the applicable bolting. Pipe clamps can be supplied of c-steel or alloy steel. Order sample for a 2-bolt clamp (according DIN 3567) DN 200, material 13 Cr Mo 4 5: PA 2233. Pipe Clamps The first two figures indicate the inside diameter of clamp in cm, the 3. figure indicates grade of bolting,

allowable loads

the 4. figure indicates the material 1 = S 235 JRG 2 (RST37-2) ...1 ...3 ...4 3 = 13 Cr Mo 4 5, 4 = 1.4571 S 235 13 Cr Mo 4 5 1.4571 pipe pipe clamp DN15 to 500 acc. DIN3567 PA PB

Mediumtemperature °C nom. size

inside ∅

bolt ∅

nom. load

clamp section

width

dis-tance to end

thick-ness

di-men-sion

built-in length

weight built-in length

max. insula-tion

weight 120

220

320

370

510

560

120

320

580

DN D M FN A B E R L LA LB Ft Ft Ft (mm) (mm) (mm) (kN) (mm) (mm) (mm) (mm) (mm) (mm) (kg) (mm) (mm) (kg) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN)

15 22 10 7 45 30 15 5 7 30 0,3 120 70 0,8 20 27 10 7 48 30 15 5 7 33 0,3 125 70 0,8 6,2 5,5 4,1 6,0 5,3 2,3 6,4 5,2 4,6 25 34 10 7 51 30 15 5 7 36 0,3 125 70 0,8 32 43 10 6 56 30 15 5 7 41 0,4 130 70 0,9 5,3 4,7 3,5 5,1 4,5 2,0 5,5 4,4 4,0 40 49 10 5 59 30 15 5 7 44 0,4 135 70 0,9 4,4 4,0 2,9 4,3 3,8 1,6 4,6 3,7 3,3 50 61 12 7 72 40 18 6 9 54 0,7 165 95 1,7 65 77 12 7 79 40 18 6 9 61 0,8 170 95 1,7 6,2 5,5 4,1 6,0 5,3 2,3 6,4 5,2 4,6 80 90 12 7 86 40 18 6 9 68 0,9 180 95 1,8 100 115 16 11 113 50 24 8 11 89 2,0 230 130 3,7 9,7 8,7 6,4 9,4 8,3 3,6 10,1 8,1 7,3 125 140 16 9 126 50 24 8 11 102 2,2 240 130 4,0 7,9 7,1 5,2 7,7 6,8 2,9 8,3 6,7 5,9 150 169 16 9 140 50 24 8 11 116 2,5 255 130 4,3 200 220 16 7 166 50 24 8 11 142 3,0 280 130 4,8 6,2 5,5 4,1 6,0 5,3 2,3 6,4 5,2 4,6 250 273 20 7 204 60 30 8 14 174 4,6 345 160 7,0 300 324 20 6 229 60 30 8 14 199 5,2 370 160 7,6 5,3 4,7 3,5 5,1 4,5 2,0 5,5 4,4 4,0 350 356 20 6 246 60 30 8 14 216 5,6 385 160 8,0 400 407 24 9 285 70 36 10 18 249 9,4 440 185 13,0 7,9 7,1 5,2 7,7 6,8 2,9 8,3 6,7 5,9 450 457 24 8 310 70 36 10 18 274 10,0 465 185 14,0 7,0 6,3 4,6 6,8 6,0 2,6 7,4 5,9 5,3 500 508 24 8 336 70 36 10 18 300 11,0 490 185 15,0 550 559 30 18 390 90 45 15 25 345 24,0 15,8 14,2 10,4 15,3 13,5 5,9 16,6 13,3 11,9 600 610 30 17 415 90 45 15 25 370 26,0 15,0 13,4 9,9 14,5 12,8 5,5 15,6 12,6 11,2 700 711 30 15 470 90 45 15 25 425 29,0 13,2 11,9 8,7 12,8 11,3 4,9 13,8 11,1 9,9 800 813 30 14 520 90 45 15 25 475 33,0 12,3 11,1 8,1 11,9 10,5 4,6 12,9 10,4 9,2 850 864 30 23 560 100 4

520 30 515 51,0 20,2 18,2 13,3 19,6 17,3 7,5 21,2 17,0 15,2

900 914 30 22 585 100 4520 30 540 53,0 19,4 17,4 12,8 18,7 16,5 7,2 20,2 16,3 14,5

1000 1016 30 21 635 100 4520 30 590 58,0 18,5 16,6 12,2 17,9 15,8 6,8 19,3 15,5 13,9

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Form BM

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Form A



PC Heavy Duty Clamp, 2-bolt PD Heavy Duty Clamp, 3-bolt Supply contains the applicable bolting. Heavy Duty Clamps can be supplied of c-steel or alloy steel. Order sample for a heavy duty clamp 2-bolt, DN 200, material 13 Cr Mo 4 5: PC 2233.

allowable loads ...1 ...4 S 235

...3 13 Cr Mo 4 5 1.4571

Pipe clamps The first two figures of size indicate the inside diameter of clamp in cm, the 3. figure indicates grade of bolting, the 4. figure indicate the material 1 = S 235 JRG 2 (RST37-2), 3 = 13 Cr Mo 4 5, 4 = 1.4571 Mediumtemperature °C

pipe nom. size

inside ∅

bolt ∅

nom. load 80 °C

clamp sec-tion

width

dis-tance to end

thick-ness

dimen-sion

built-in length

weight

built-in length

max. insu-lation

weight 320 370 510 560 320 580

DN D M FN A B E R L LC LD Ft Ft (mm) (mm) (mm) (kN) (mm) (mm) (mm) (mm) (mm) (mm) (kg) (mm) (mm) (kg) (kN) (kN) (kN) (kN) (kN) (kN)

100 115 24 19 140 70 35 10 20 105 4,5 230 130 6,6 11,0 16,2 14,3 6,2 14,1 12,5 125 140 24 18 150 70 35 10 20 115 4,8 240 130 6,9 10,4 15,3 13,5 5,9 13,3 11,9 150 169 24 16 165 70 35 10 20 130 5,3 255 130 7,4 9,3 13,6 12,0 5,2 11,8 10,6 200 220 24 17 200 70 35 12 20 165 7,4 280 130 9,6 9,9 14,5 12,8 5,5 12,6 11,2 250 273 24 15 225 70 35 12 20 190 8,4 345 160 11,2 8,7 12,8 11,3 4,9 11,1 9,9 300 324 24 14 250 70 35 12 20 215 9,5 370 160 12,3 8,1 11,9 10,5 4,6 10,4 9,2 350 356 24 13 265 70 35 12 20 230 10,0 385 160 12,8 7,5 11,1 9,8 4,2 9,6 8,6 400 407 24 21 305 90 35 15 25 270 18,0 440 185 22,4 12,2 17,9 15,8 6,8 15,5 13,9 450 457 24 19 330 90 35 15 25 295 19,0 465 185 23,4 11,0 16,2 14,3 6,2 14,1 12,5 500 508 30 32 380 100 45 20 25 335 33,0 490 185 38,7 18,6 27,2 24,0 10,4 23,7 21,1 550 559 30 31 405 100 45 20 25 360 35 18,0 26,4 23,3 10,1 22,9 20,5 600 610 36 45 460 110 55 25 30 405 55 26,1 38,3 33,8 14,6 33,3 29,7 700 711 36 45 510 120 55 25 30 455 67 26,1 38,3 33,8 14,6 33,3 29,7 800 813 36 47 565 140 55 25 30 510 87 27,3 40,0 35,3 15,3 34,8 31,0 850 864 36 48 590 150 55 25 30 535 97 27,8 40,8 36,0 15,6 35,5 31,7 900 914 36 50 615 160 55 25 30 560 109 29,0 42,5 37,5 16,3 37,0 33,0 1000 1016 36 47 665 160 55 25 30 610 118 27,3 40,0 35,3 15,3 34,8 31,0

M

LC

B

A

D

RL

E B

LD

M

D

A

RL E



PF Form Pressed Clamp Base

allowable loads ...1 ...3 ...4

Size indicates with the first two figures the inside diameter of the clamp in cm, the 3. figure indicates the height, the 4. figure indicate the material 1 = S 235 JRG 2(RST37-2), 3 = 13 Cr Mo 4 5, 4 = 1.4571 S 235 13 CrMo4 5 1.4571 pipe Mediumtemperature °C nom. size

inside ∅

nom. load

size base length

base width

di-men-sion

thick-ness

built-in height

bolt size ∅

amount of bolts

pro-duct height

max. insu-lation

weight 120 220 320 370 510 560 120 320 580

DN D FN A B E R L EM SM Y Ft Ft Ft (mm) (mm) (kN) (mm) (mm) (mm) (mm) (mm) M (mm) (mm) (mm) (kg) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN)

15 22 221. 100 45 7 4 61 10 2 104 50 0,6 15 22 222. 100 45 7 4 111 10 2 154 100 1,3 20 27 271. 100 45 7 4 64 10 2 111 50 0,6 20 27 272. 100 45 7 4 114 10 2 161 100 1,4 25 34 4 341. 100 45 7 4 67 10 2 118 50 0,7 3,5 3,2 2,3 3,4 3,0 1,3 3,7 3,0 2,6 25 34 342. 100 45 7 4 117 10 2 168 100 1,5 32 43 431. 100 45 7 4 72 10 2 127 50 0,7 32 43 432. 100 45 7 4 122 10 2 177 100 1,6 40 49 491. 100 45 7 4 75 10 2 135 50 0,8 40 49 492. 100 45 7 4 125 10 2 185 100 1,7 50 61 611. 150 50 9 5 81 12 3 154 50 1,3 50 61 612. 150 50 9 5 181 12 3 254 150 3,5 65 77 5 771. 150 50 9 5 89 12 3 167 50 1,5 4,4 4,0 2,9 4,3 3,8 1,6 4,6 3,7 3,3 65 77 772. 150 50 9 5 189 12 3 267 150 3,7 80 90 901. 150 50 9 5 95 12 3 183 50 2,3 80 90 902. 150 50 9 5 195 12 3 283 150 4,2

Order sample: PF 0611 for a form pressed clamp base DN 50 with small insulation made of St37-2 (incl. boltings). For design of 13 Cr Mo 4 5 the designation PF 0613 is used. For design of 1.4571 the designation PF 0614 is used.

B

L

A

Y

D

ER


Size indicates with the first two figures the inside diameter of the clamp in cm, the 3. figure of size designation indicate the product height,

allowable loads

...1 ...3 ...4 the 4. figure indicate the material 1 = S235 JRG 2(RST37-2), 3= 13 Cr Mo 4 5; 4= 1.4571

S 235

13 CrMo 4 5

1.4571

pipe clamp DN100 to 500 acc.. DIN3567 Mediumtemperature °C nom. size

inside ∅

nom. load 80°C

size base length

base width

di-men-sion

thick-ness

built-in height

bolt size ∅

amount of bolts

product height

max. insula-tion thickness

weight 120

220

320

370

510

560

120

320

580

DN D FN A B E R L EM SM Y Ft Ft Ft (mm) (mm) (kN) (mm) (mm) (mm) (mm) (mm) M (mm) (mm) (mm) (kg) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN)

50 61 4 061. 150 50 9 6 80 12 4 116 50 1,2 2,6 2,4 1,7 2,6 2,3 1,0 2,8 2,2 2,0 50 61 062. 250 50 9 6 180 12 4 216 150 3,2 65 77 4 081. 150 50 9 6 88 12 4 132 50 1,4 65 77 082. 250 50 9 6 188 12 4 232 150 3,3 80 90 5 091. 150 60 9 6 94 12 4 145 50 2,3 4,4 4,0 2,9 4,3 3,8 1,6 4,6 3,7 3,3 80 90 092. 250 60 9 6 244 12 4 295 200 4,9 100 115 6 111. 200 60 11 8 158 16 4 223 100 5,6 5,3 4,7 3,5 5,1 6,0 2,0 5,5 4,4 4,0 100 115 112. 300 60 11 8 258 16 4 323 200 7,6 125 140 8 141. 200 70 11 8 170 16 4 248 100 6,9 7,0 6,3 4,6 6,8 6,0 2,6 7,4 5,9 5,3 125 140 142. 300 70 11 8 270 16 4 348 200 9,2 150 169 8 171. 200 70 11 8 185 16 4 278 100 8,7 150 169 172. 300 70 11 8 285 16 4 377 200 10,5 200 220 10 221. 200 80 11 8 210 16 4 328 100 10,0 8,8 7,9 5,8 8,5 7,5 3,3 9,2 7,4 6,6 200 220 222. 300 80 11 8 360 16 4 478 250 15 250 273 12 271. 220 90 14 8 237 20 4 381 100 14 10,6 9,5 7,0 10,2 9,0 3,9 11,0 8,9 7,9 250 273 272. 400 90 14 8 387 20 4 531 250 19 300 324 15 321. 270 100 14 8 262 20 4 432 100 18 13 12 9 13 11 5 14 11 10 300 324 322. 400 100 14 8 412 20 4 582 250 23 350 356 24 361. 300 115 14 8 278 20 4 464 100 25 21 19 14 20 18 8 22 18 16 350 356 362. 400 115 14 8 478 20 4 664 300 32 400 407 30 401. 360 130 18 10 304 24 4 517 100 41 26 24 17 26 23 10 28 22 20 400 407 402. 400 130 18 10 504 24 4 717 300 50 450 457 40 461. 400 145 18 10 329 24 4 567 100 44 35 32 23 34 30 13 37 30 26 450 457 462. 500 145 18 10 529 24 4 767 300 53 500 508 50 501. 400 160 18 10 354 24 4 618 100 47 44 40 29 43 38 16 46 37 33 500 508 502. 500 160 18 10 554 24 4 818 300 56 550 559 60 561. 400 180 25 15 25 30 4 320 100 70 53 47 35 51 45 20 55 44 40 550 559 562. 500 180 25 15 25 30 4 320 300 85 600 610 70 611. 400 200 25 15 25 30 4 345 100 79 62 55 41 60 53 23 64 52 46 600 610 612. 500 200 25 15 25 30 4 345 300 94 700 711 90 711. 400 240 25 15 25 30 4 396 100 90 79 71 52 77 68 29 83 67 59 700 711 712. 500 240 25 15 25 30 4 396 300 105 800 813 110 811. 400 280 25 15 25 30 4 447 100 109 97 87 64 94 83 36 101 81 73 800 813 812. 500 280 25 15 25 30 4 447 300 124 850 864 120 871. 400 300 30 20 30 30 4 482 100 145 106 95 70 102 90 39 110 89 79 850 864 872. 500 300 30 20 30 30 4 482 300 160 900 914 135 911. 450 320 30 20 30 30 4 507 100 154 119 107 78 115 101 44 124 100 89 900 914 912. 600 320 30 20 30 30 4 507 300 171

Clamp Base PG Y

B

L

A

E

D

R


Order Sample: PG 2213 for a clamp base DN 200 with small insulation made of 13 CrMo 4 5 (incl. heat resistent bolting). For design of carbon steel the designation PG 2211 will be used.


PR T-Foot Clamp Base for Roller Bearings


Clamp base works in accordance with Acom roller bearings. Roller bearings are available in width from 70 to 170 mm. The size designation indicate with the first two figures the inside diameter the 3. figure indicates the height,

allowable loads

the 4. figure indicate the material 1 = S 235 JRG 2(RST37-2) , ...1 ...3 ...4 3= 13 Cr Mo 4 5, 4 = 1.4571 S 235 13CrMo45 1.4571 pipe clamps DN50 to 500 acc. DIN3567 Mediumtemperature °C nom. size

inside ∅

nom. load

size base length

base width

di-men-sion

thick-ness

built-in height

bolt size ∅

amount of bolts

max. insu-lation

weight 120

220

320

370

510

560

120

320

580

DN D FN A B E R L EM SM Ft Ft Ft(mm) (mm) (kN) (mm) (mm) (mm) (mm) (mm) M (mm) (mm) (kg) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN)

50 61 061. 250 60 9 5 95,5 12 4 55 3,2 50 61 062. 400 70 9 5 196 12 4 155 5,2 65 77 5 081. 250 60 9 5 104 12 4 55 3,4 4,4 4,0 2,9 4,3 3,8 1,6 4,6 3,7 3,3 65 77 082. 400 70 9 5 204 12 4 155 5,4 80 90 091. 250 60 9 5 110 12 4 55 3,6 80 90 092. 400 70 9 5 210 12 4 155 5,6 100 115 111. 250 80 11 8 146 16 4 70 6,9 100 115 112. 400 100 11 8 224 16 4 150 10,5 125 140 141. 250 80 11 8 158 16 4 70 7,5 125 140 8 142. 400 100 11 8 236 16 4 150 11,1 7,0 6,3 4,6 6,8 6,0 2,6 7,4 5,9 5,3 150 169 171. 250 80 11 8 173 16 4 70 7,9 150 169 172. 400 100 11 8 251 16 4 150 11,5 200 220 221. 250 80 11 8 198 16 4 70 8,9 200 220 222. 400 100 11 8 276 16 4 150 12,5 250 273 271. 250 100 14 8 245 20 4 90 13,5 250 273 272. 400 100 14 8 353 20 4 200 17,0 300 324 15 321. 300 100 14 8 270 20 4 90 15,5 13,2 11,9 8,7 12,8 11,3 4,9 13,8 11,1 9,9 300 324 322. 400 100 14 8 378 20 4 200 18,2 350 356 361. 300 100 14 8 286 20 4 90 16,3 350 356 362. 400 100 14 8 394 20 4 200 19,0

Order sample: PR 2211 for a T-foot clamp base DN200 with small insulation made of St37-2 (incl. boltings). For design of 13CrMo4 5 the designation PR 2213 will be used. For design of 1.4571 the designation PR 2214 will be used.

L

D

R

EB A



allowable loads ...1 ...3 ...4

The first two figures indicate the diameter in cm, the 3. figure indicates the height , the 4. figure the material 1 = S 235 JRG 2(RST37-2), 3 = 13 Cr Mo 4 5, 4 = 1.4571

S 235 13CrMo4 5 1.4571

pipe clamps DN50 to 500 acc. DIN3567 Mediumtemperature °C nom. size

inside- ∅

nom .load

size base length

base width

metal thick-ness

clamp thick-ness

built-in height

bolt size ∅

amount bolts

max. insu-lation

weight 120

220

320

370

510

560

120

320

580

DN D FN A B E R L EM SM Ft Ft Ft (mm) (mm) (kN) (mm) (mm) (mm) (mm) (mm) M (mm) (mm) (kg) (kN) (kN) (kN) (kN) (kN) (kN)

(kN) (kN) (kN)

50 61 061. 250 90,5 4 5 90,5 12 4 55 3,2 50 61 062. 400 191 4 5 191 12 4 155 7,9 65 77 3 081. 250 98,5 4 5 98,5 12 4 55 3,4 2,6 2,4 1,7 2,6 2,3 1,0 2,8 2,2 2,0 65 77 082. 400 199 4 5 199 12 4 155 8,2 80 90 091. 250 105 4 5 105 12 4 55 3,7 80 90 092. 400 205 4 5 205 12 4 155 8,5 100 115 111. 250 118 5 5 118 12 4 55 6,4 100 115 111. 400 218 5 5 218 12 4 155 12,5 125 140 5 141. 250 130 5 5 130 12 4 55 7,2 4,4 4,0 2,9 4,3 3,8 1,6 4,6 3,7 3,3 125 140 142. 400 230 5 5 230 12 4 155 13,3 150 169 171. 250 145 6 5 145 12 4 55 8,2 150 169 172. 400 245 6 5 245 12 4 155 15,7 200 220 10 221. 250 170 6 5 170 12 4 55 9,5 8,8 7,9 5,8 8,5 7,5 3,3 9,2 7,4 6,6 200 220 222. 400 270 6 5 270 12 4 155 17,2 250 273 271. 250 100 8 8 245 20 4 55 12,7 250 273 272. 400 100 8 8 308 20 4 155 19,8 300 324 12 321. 300 100 8 8 270 20 4 55 14,6 10,6 9,5 7,0 10,2 9,0 3,9 11,0 8,9 7,9 300 324 322. 400 100 8 8 333 20 4 155 21,0 350 356 361. 300 100 8 8 286 20 4 55 15,4 350 356 362. 400 100 8 8 349 20 4 155 21,8 Order sample: PS 2211 for a pipe saddle DN200 with small insulation made of St37-2 (incl. boltings). For design of 13 Cr Mo 4 5 the designation PS 2213 will be used. For design of 1.4571 the designation PS 2214 will be used.

PS Pipe Saddle

for Roller Bearings

L

B

D

R

AE


standard

DN25 to

Size indicate

the 3. fithe 4. figure the rod to ropipe Clanom. size

inside∅

DN D (mm) (mm)

25 34 32 43 40 49 50 61 65 77

ContinuOn requOrder samm highdesign o

E

R

EM

LA
PU Formed Riser
supports 99 T 76

DN65

s with the first two figures the diameter in cm, allowable loads for higher temperatures gure the sectional steel used and subsequently the load indicates the material.1 = S 235 JRG 2(RST37-2), 3 = 13 Cr Mo 4 5

...1

...3

...4

d dimension has to be specified! S 235 13 CrMo 4 5 1.4541

mp Mediumtemperatur °C nom.

load size rod to

rod dimen-sion

pro-duct height

di-men-sion

thick-ness

built-in height

con-nec-tion pin ∅

max. insu-lation

weight 325 520 580 580 400 600

FN A B E R L EM Ft Ft 420 = FN Ft Ft (kN) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (kg) (kN) (kN) (kN) (kN) (kN) (kN)

4,3 031. 400 80 8 12 30 12 166 7,8 3,0 3,9 2,6 1,7 3,6 3,2 2,1 032. 800 80 8 12 30 12 366 13,9 1,5 1,9 1,3 0,9 1,8 1,6 11,5 033. 400 120 10 15 30 16 166 14,9 8,0 10,3 6,9 4,6 9,6 8,6 5,7 034. 800 120 10 15 30 16 366 26,2 4,0 5,2 3,4 2,3 4,8 4,3 22,9 035. 400 150 12 20 40 20 166 26,3 16,0 20,6 13,7 9,2 19,2 17,2 11,4 036. 800 150 12 20 40 20 366 45,2 8,0 10,3 6,9 4,6 9,6 8,6 4,3 041. 400 80 8 12 30 12 157 7,9 3,0 3,9 2,6 1,7 3,6 3,2 2,1 042. 800 80 8 12 30 12 357 13,9 1,5 1,9 1,3 0,9 1,8 1,6 11,5 043. 400 120 10 15 30 16 157 15,0 8,0 10,3 6,9 4,6 9,6 8,6 5,7 044. 800 120 10 15 30 16 357 26,4 4,0 5,2 3,4 2,3 4,8 4,3 22,9 045. 400 150 12 20 40 20 157 26,5 16,0 20,6 13,7 9,2 19,2 17,2 11,4 046. 800 150 12 20 40 20 357 45,5 8,0 10,3 6,9 4,6 9,6 8,6 4,3 051. 400 80 8 12 30 12 151 7,9 3,0 3,9 2,6 1,7 3,6 3,2 2,1 052. 800 80 8 12 30 12 351 14,0 1,5 1,9 1,3 0,9 1,8 1,6 11,5 053. 400 120 10 15 30 16 151 15,1 8,0 10,3 6,9 4,6 9,6 8,6 5,7 054. 800 120 10 15 30 16 351 26,5 4,0 5,2 3,4 2,3 4,8 4,3 22,9 055. 400 150 12 20 40 20 151 26,7 16,0 20,6 13,7 9,2 19,2 17,2 11,4 056. 800 150 12 20 40 20 351 45,6 8,0 10,3 6,9 4,6 9,6 8,6 4,3 061. 400 80 8 12 30 12 139 8,0 3,0 3,9 2,6 1,7 3,6 3,2 2,1 062. 800 80 8 12 30 12 339 14,1 1,5 1,9 1,3 0,9 1,8 1,6 11,5 063. 400 120 10 15 30 16 139 15,3 8,0 10,3 6,9 4,6 9,6 8,6 5,7 064. 800 120 10 15 30 16 339 26,7 4,0 5,2 3,4 2,3 4,8 4,3 22,9 065. 400 150 12 20 40 20 139 27,0 16,0 20,6 13,7 9,2 19,2 17,2 11,4 066. 800 150 12 20 40 20 339 46,0 8,0 10,3 6,9 4,6 9,6 8,6 4,3 081. 400 80 8 12 30 12 123 8,2 3,0 3,9 2,6 1,7 3,6 3,2 2,1 082. 800 80 8 12 30 12 323 14,2 1,5 1,9 1,3 0,9 1,8 1,6 11,5 083. 400 120 10 15 30 16 123 15,6 8,0 10,3 6,9 4,6 9,6 8,6 5,7 084. 800 120 10 15 30 16 323 26,9 4,0 5,2 3,4 2,3 4,8 4,3 22,9 085. 400 150 12 20 40 20 123 27,4 16,0 20,6 13,7 9,2 19,2 17,2 11,4 086. 800 150 12 20 40 20 323 46,4 8,0 10,3 6,9 4,6 9,6 8,6

ation of table with nominal sizes 80 to 125 on next page. est formed riser clamps will be optimized according its purpose. mple: PU 0663 rod to rod dimension 800 mm for a formed riser clamp DN50, 1500 , applicable for 6,9 kN at 560°C material 13 Cr Mo 4 5 (incl. bolting and pins). For f carbon steel the designation PU 0661 will be used.

B


standard supports 99 T 77

Nominal sizes 25 to 65 on page before. DN 80 to DN 125 The size indicates with the first two figures the diameter in cm, 3. figure the sectional steel used and subsequently the load,

allowable loads for higher temperatures the 4. figure indicates the material 1 = S 235 JRG 2 (RST37-2), 3= 13 Cr Mo 4 5 ...1 ...3 ...4 the rod to rod dimension has to be specified.. S 235 13 CrMo 4 5 1.4541

pipe Clamp Mediumtemperature °C

nom. size

nside ∅

nom. load

size rod to rod dimen-sion

pro-duct height

dimension

thick-ness

built-in height

con-nection pin ∅

max. insula-tion

weight 325

520

560

580

400

600

DN D FN A B E R L EM Ft Ft 420 = FN Ft Ft (mm) (mm) (kN) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (kg) (kN) (kN) (kN) (kN) (kN) (kN)

6,7 091. 400 100 8 12 30 12 110 10,3 4,7 6,0 4,0 2,7 5,6 5,0 3,3 092. 800 100 8 12 30 12 310 17,8 2,3 3,0 2,0 1,3 2,8 2,5 80 90 11,5 093. 400 120 10 15 30 16 110 15,8 8,0 10,3 6,9 4,6 9,6 8,6 5,7 094. 800 120 10 15 30 16 310 27,1 4,0 5,2 3,4 2,3 4,8 4,3 22,9 095. 400 150 12 20 40 20 110 27,8 16,0 20,6 13,7 9,2 19,2 17,2 11,4 096. 800 150 12 20 40 20 310 46,7 8,0 10,3 6,9 4,6 9,6 8,6 50,9 097. 400 200 15 25 50 24 110 48,4 35,6 45,8 30,5 20,4 42,7 38,2 20,4 098. 1000 200 15 25 50 24 510 95,8 14,2 18,3 12,2 8,1 17,1 15,3 6,7 111. 400 100 8 12 30 12 85 10,5 4,7 6,0 4,0 2,7 5,6 5,0 3,3 112. 800 100 8 12 30 12 285 18,1 2,3 3,0 2,0 1,3 2,8 2,5 100 115 11,5 113. 400 120 10 15 30 16 85 16,2 8,0 10,3 6,9 4,6 9,6 8,6 5,7 114. 800 120 10 15 30 16 285 27,5 4,0 5,2 3,4 2,3 4,8 4,3 22,9 115. 400 150 12 20 40 20 85 28,5 16,0 20,6 13,7 9,2 19,2 17,2 11,4 116. 800 150 12 20 40 20 285 47,4 8,0 10,3 6,9 4,6 9,6 8,6 50,9 117. 400 200 15 25 50 24 85 49,5 35,6 45,8 30,5 20,4 42,7 38,2 20,4 118. 1000 200 15 25 50 24 485 96,9 14,2 18,3 12,2 8,1 17,1 15,3 6,7 141. 400 100 8 12 30 12 60 10,8 4,7 6,0 4,0 2,7 5,6 5,0 3,3 142. 800 100 8 12 30 12 260 18,4 2,3 3,0 2,0 1,3 2,8 2,5 125 140 11,5 143. 400 120 10 15 30 16 60 16,6 8,0 10,3 6,9 4,6 9,6 8,6 5,7 144. 800 120 10 15 30 16 260 28,0 4,0 5,2 3,4 2,3 4,8 4,3 22,9 145. 400 150 12 20 40 20 60 29,1 16,0 20,6 13,7 9,2 19,2 17,2 11,4 146. 800 150 12 20 40 20 260 48,1 8,0 10,3 6,9 4,6 9,6 8,6 50,9 147. 400 200 15 25 50 24 60 50,7 35,6 45,8 30,5 20,4 42,7 38,2 20,4 148. 1000 200 15 25 50 24 460 98,1 14,2 18,3 12,2 8,1 17,1 15,3

On request formed riser clamps will be optimized according its purpose. Order sample: PU 1483 rod to rod dimension 1000 mm for a formed riser clamp DN125, 220 mm high, applicable for 12,2 kN at 560°C material 13 CrMo 4 5 (incl. bolting and pins). For design of carbon steel the designation PU 1481 will be used.

BE

R

EM

LA



PV DN 100 to DN 250

The size indicates with the firthe 3. figure of the type designation indicathe 4. figure indicates the material 1 =S 2the rod to rod dimension has to be specifpipe Riser Clamp nom. size outside-∅

trun-nion size. ∅

nom. load

size rod to rod dimension min.

rod torod dimension max.

DN d FN A (mm) (mm) (kN) (mm) (mm)

30 111. 500 800 100 60 112. 500 1000 30 113. 600 1200 114,3 29 70 114. 600 1200 30 115. 800 1200 70 116. 800 1200 30 141. 500 800 125 70 142. 500 1000 30 143. 600 1000 139,7 36 168 144. 600 1200 45 145. 800 1200 70 146. 800 1200 30 171. 500 1000 150 70 172. 500 1000 30 173. 600 1200 168,3 45 70 174. 600 1200 40 175. 800 1200 70 176. 800 1200 50 221. 600 1200 200 80 222. 600 1200 50 223. 700 1200 219,1 64 70 224. 700 1200 60 225. 1000 1500 90 226. 1000 1500 80 271. 600 1200 250 120 272. 600 1200 80 273. 800 1200 273,0 80 120 274. 800 1200 90 275. 1000 1500 140 276. 1000 1500 Continuation of table wAt material indication 3 (heaplates are made of c-steel. Order sample: PV 1753 rod to32,0 kN at 560°C material 13

A

st tes35 Jied.

pro-ductheig

B (mm)

130170160200160200130180150200160200140180160200180200200200200200200250250250250250250300

itht re

O ro

Cr

T 78

two figures the diameter in cm, various insulation thickness,

allowable loads for higher temperature

RG2(RST37-2), 3 =13 Cr Mo 4 5,4 = 1.4571 ...1 ...3 ...4 S 235 13 CrMo 4 5 1.4541 Mediumtemperature ° C

ht

dimension

thick-ness

built-in height

con-nec-tion bore ∅

max. insulation

weight at A min.

weight at A max.

325

520

560

580

400

600

E R L EV Ft Ft 420 = FN Ft Ft (mm) (mm) (mm) (mm) (mm) (kg) (kg) (kN) (kN) (kN) (kN) (kN) (kN)

220 10 115 22 50 16,8 22,9 30,0 30,0 30,0 28,0 30,0 30,0 220 15 135 26 50 34,0 54,1 60,0 60,0 60,0 60,0 60,0 60,0 320 10 130 22 100 25,9 41,1 30,0 30,0 30,0 30,0 30,0 30,0 320 15 150 22 100 49,8 78,2 70,0 70,0 70,0 70,0 70,0 70,0 520 10 130 22 200 36,6 46,7 30,0 30,0 30,0 30,0 30,0 30,0 520 15 150 26 200 69,4 88,3 70,0 70,0 70,0 70,0 70,0 70,0 240 10 115 26 50 17,2 23,4 30,0 30,0 30,0 30,0 30,0 30,0 240 15 140 35 50 36,9 58,2 70,0 70,0 70,0 70,0 70,0 70,0 340 10 125 22 100 24,8 34,3 30,0 30,0 30,0 24,0 30,0 30,0 340 15 150 26 100 50,8 79,2 70,0 70,0 70,0 66,0 70,0 70,0 540 10 130 22 200 37,1 47,2 30,0 30,0 27,0 18,0 30,0 30,0 540 15 150 26 200 70,4 89,3 70,0 70,0 60,0 40,0 70,0 70,0 270 10 120 26 50 19,3 30,3 30,0 30,0 30,0 27,0 30,0 30,0 270 15 140 35 50 38,3 59,6 70,0 70,0 70,0 65,0 70,0 70,0 370 10 130 26 100 27,3 42,5 30,0 30,0 30,0 25,0 30,0 30,0 370 15 150 35 100 52,3 80,8 70,0 70,0 70,0 60,0 70,0 70,0 570 10 140 26 200 42,7 54,1 37,0 40,0 32,0 21,0 45,0 40,0 570 15 150 26 200 71,9 90,9 66,0 70,0 57,0 38,0 70,0 70,0 340 10 150 42 60 33,1 52,1 50,0 50,0 50,0 42,0 50,0 50,0 340 15 150 42 60 50,8 79,2 80,0 80,0 80,0 62,0 80,0 80,0 460 10 150 42 120 40,4 56,2 50,0 50,0 47,0 31,0 50,0 50,0 460 15 150 42 120 61,6 85,3 70,0 70,0 69,0 46,0 70,0 70,0 700 15 150 35 240 88,0 111,7 60,0 60,0 46,0 31,0 60,0 58,0 700 15 175 35 240 109,9 139,6 84,0 90,0 72,0 48,0 90,0 90,0 380 10 175 42 50 43,1 66,8 80,0 80,0 80,0 59,0 80,0 80,0 380 15 175 42 50 66,0 101,6 120,0 120,0 120,0 80,0 120,0 120,0 520 10 175 42 120 57,1 72,9 76,0 80,0 65,0 43,0 80,0 80,0 520 15 175 42 120 86,7 110,4 110,0 120,0 90,0 60,0 120,0 120,0 760 15 175 35 240 113,7 143,4 78,0 90,0 65,0 43,0 90,0 80,0 760 15 200 35 240 136,5 172,0 98,0 126,0 84,0 56,0 117,6 105,0 nominal sizes 300 to 600 on next page. sistant) the load plate only consists of 13 CrMo 4 5 the base n request riser clamps can be special design and shape. d dimension 800 mm for a riser clamp DN150, applicable for

Mo 4 5 (incl. bolting and pins).

B

EV

R

E

L

pipe lug

heat resistant steel

C-Steel



DN 300 to DN 600 nominal sizes100 to 250 on page before.

The size indicates with the first two figures the diameter in cm, the 3. figure of the type designation indicates various insulation thickness,

allowable loads for higher temperature

the 4. figure indicates the material 1 = S 235 JRG 2(RST37-2), 3 = 13 Cr Mo 4 5 ...1 ...3 ...4 the rod to rod dimension has to be specified... S 235 13 CrMo 45 1.4541 pipe Riser clamp Mediumtemperature °C

nom. size outside∅

trunnion size∅

nom. load

size. rod to rod dimension min.

rod to rod dimension max.

pro-duct height

dimension

thick-ness

built-in height

con-nec-tion bore ∅

max. insula-tion

weight at A min.

weight at A max.

325

520

560

580

400

600

DN d FN A B E R L EV Ft Ft 420 = FN Ft Ft (mm) (mm) (kN) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (kg) (kg) (kN) (kN) (kN) (kN) (kN) (kN)

160 321. 700 1400 300 450 15 200 22 60 92 141 160 160 160 64 160 160 300 230 322. 700 1400 360 450 15 230 26 60 110 170 230 230 230 92 230 230 160 323. 800 1400 300 590 15 200 22 130 109 152 140 160 96 64 160 120 323,9 93 230 324. 800 1400 360 590 15 230 22 130 131 182 161 230 138 92 230 230 110 325. 1000 1800 300 850 15 200 22 260 143 200 100 110 66 44 110 83 160 326. 1000 1800 360 850 15 230 26 260 172 240 140 160 96 64 160 120 160 361. 700 1400 300 480 15 200 22 60 94 144 160 160 96 64 160 160 350 240 362. 700 1400 360 480 15 230 26 60 113 172 240 240 226 150 240 240 160 363. 900 1400 300 640 15 200 22 140 120 156 130 160 115 77 160 140 355,6 93 240 364. 900 1400 360 640 15 230 22 140 144 187 198 240 170 114 238 212 110 365. 1200 1800 300 920 15 200 22 280 163 206 90 110 80 54 110 100 200 366. 1200 1800 400 920 15 250 26 280 217 274 200 200 142 96 200 178 200 411. 800 1600 360 530 15 230 22 60 126 194 200 200 196 130 200 200 400 240 412. 800 1600 400 530 15 250 26 60 140 216 240 240 240 164 240 240 200 413. 1000 1600 360 710 15 230 22 150 159 210 200 200 148 98 200 184 406,4 118 240 414. 1000 1600 400 710 15 250 22 150 177 234 210 240 186 124 240 230 150 415. 1200 2000 360 1010 15 230 22 300 204 272 120 150 104 70 146 130 230 416. 1200 2000 440 1010 15 270 26 300 249 332 230 230 162 108 220 200 200 461. 800 1600 360 580 15 230 22 60 130 199 200 200 180 120 200 200 450 240 462. 800 1600 400 580 15 250 26 60 145 221 240 240 226 150 240 240 200 463. 1000 1600 360 760 15 230 22 150 164 215 160 200 138 92 190 170 457,2 118 240 464. 1000 1600 400 760 15 250 22 150 182 239 200 240 174 116 240 210 160 465. 1200 2000 360 1060 15 230 22 300 208 276 110 148 100 66 130 120 240 466. 1200 2000 440 1060 15 270 26 300 254 338 180 230 154 102 210 190 500 240 511. 900 2000 440 630 15 270 16 60 158 272 240 240 232 154 240 240 508,0 144 210 512. 1000 2200 440 810 15 270 16 150 186 311 210 210 210 170 210 210 260 513. 1400 2400 440 1110 20 270 24 300 341 480 260 260 176 116 240 220 550 250 561. 900 2000 440 680 15 270 16 60 163 278 250 250 214 142 250 250 558,8 144 220 562. 1200 2200 440 860 15 270 16 150 209 314 200 220 170 114 220 210 260 563. 1400 2400 440 1160 20 270 24 300 348 487 210 252 168 112 230 210 600 465 611. 1000 2000 520 730 15 310 16 60 210 333 260 260 260 186 260 260 609,6 172 375 612. 1200 2200 520 910 15 310 20 150 254 377 260 260 224 150 260 260 376 613. 1400 2400 520 1210 20 310 24 300 420 584 260 260 224 150 260 260

On request riser clamps will be optimized according its purpose. Order sample: PV 4163 rod to rod dimension 1200 mm for a riser clamp DN 400, applicable for 162 kN at 560°C material 13 Cr Mo 4 5 (incl. bolting and pins)

PV Riser Clamp

B

A

EV

R

E

L

pipe lug

heat resistant steel

C-Steel



W1

W2

Y1

Y2 A2

A1

E

5° 5°

TR

L

M

adjustility

nom. length

50 50S

B

profile T1

50 50

B

L

design for nom. length up to 400

profile T1

profile T2

ET

design withbolt-on bracket

design withweld-on bracket

The first two figures of type designation indicates the load group. The 3. figure the nominal length in 100 mm intervals. The 4. figure of type designation indicates the design: 0 = without bolt-on plate, 1 = with serrated plate, 2 = with serrated plate a. ball washers. 3 = design with weld-on bracket 4 = weld-on bracket with serrated plate, 5 = weld-on bracket with serrated plate and ball washers. Order sample for a standard cantilever with bolt-on plate, serrated plate and ball washers for a nominal length of L = 500, provided for a configuration with M16, designed for a load up to11,8 kN:

AcAcAcAc


Dimension and weights for length up to 800 mm

for tie rod

allow. load

bold-on plate

cant. width

connec.bore

profiledist.

ser-rated plate

nom. length

plate thick-ness

bore to bore dimension

profile

M (kN) A1 A2 B E1) ET R2) L3) S Y1 Y2 T1 T2081. 2,5 175 100 40 x 40 - 082. 12 1,5 120 120 275 12 26 12 200 10 86 86 40 x 40 - 083. 1,0 375 300 40 x 40 -

101. 4,7 175 100 50 x 50 - 102. 12 2,7 150 150 275 14 30 12 200 10 110 110 50 x 50 - 103 1,9 375 300 50 x 50 - 121. 6,0 180 40 100 60 x 60 - 122. 12 6,0 160 180 280 14 20 12 200 10 120 140 100 x 60 - 123. 6,0 380 20 300 100 x 60 - 124. 5,5 290 480 400 250 60 x 60 50125. 5,5 350 580 500 310 60 x 60 50126. 12 5,5 160 400 680 14 20 12 600 10 120 360 60 x 60 50127. 5,5 460 780 700 420 60 x 60 50128. 5,5 520 880 800 480 60 x 60 50161. 12,0 185 35 100 100 x 60 - 162. 16 12,0 170 220 285 14 25 14 200 12 120 170 120 x 80 - 163. 10,9 385 25 300 120 x 80 - 164. 11,8 350 485 400 300 100 x 60 50165. 11,8 410 585 500 360 100 x 60 50166. 16 11,8 170 460 685 18 25 14 600 12 120 410 100 x 60 50167. 11,8 520 785 700 470 100 x 60 50168. 11,8 580 885 800 530 100 x 60 50201. 18,0 185 40 100 120 x 80 - 202. 20 18,0 170 250 285 18 25 15 200 12 120 210 160 x 80 - 203. 16,8 385 25 300 160 x 80 - 204. 18,0 370 485 400 320 120 x 80 60205. 18,0 430 585 500 380 120 x 80 60206. 20 18,0 170 480 685 18 25 15 600 12 120 430 120 x 80 60207. 18,0 540 785 700 490 120 x 80 60208. 18,0 600 885 800 550 120 x 80 60242. 24 27,0 180 320 300 22 55 19 200 15 120 260 150 x 100 - 243. 27,0 400 30 300 260 200 x 100 - 244. 27,0 430 500 400 370 160 x 80 60245. 27,0 480 600 500 420 160 x 80 60246. 24 27,0 180 540 700 22 30 19 600 15 120 480 160 x 80 60247. 27,0 600 800 700 540 160 x 80 60248. 27,0 660 900 800 600 160 x 80 60302. 30 41,0 200 340 300 26 30 20 200 15 120 260 200 x 100 - 303. 39,9 400 30 300 200 x 100 - 304. 38,1 460 500 400 380 150 x 100 60305. 38,1 510 600 500 430 150 x 100 60306. 30 38,1 200 570 700 26 40 20 600 15 120 490 150 x 100 60307. 38,1 630 800 700 550 150 x 100 60308. 38,1 690 900 800 610 150 x 100 60

om expansion jointsom expansion jointsom expansion jointsom expansion joints Standard Cantilever SA

weight bolted design

weld-on plate

weight welded design

kg W1 W2 kg 2,0 1,4 2,4 80 80 1,8 2,8 2,2

3,0 1,9 3,6 90 90 2,5 4,3 3,2 3,9 2,7 5,6 100 140 4,4 6,7 5,5

x 50 9,2 80 250 7,1 x 50 11,5 80 310 9,0 x 50 13,6 80 360 10,8 x 50 15,9 80 420 12,7 x 50 18,2 80 480 14,6

5,9 4,2 7,9 120 160 6,2 9,3 7,6

x 50 11,3 80 300 8,0 x 50 13,8 80 360 9,9 x 50 16,1 80 410 11,8 x 50 18,6 80 470 13,8 x 50 21,1 80 530 15,8

7,0 120 160 4,8 9,3 120 200 7,6 11,0 120 200 9,3

x 60 11,6 100 320 8,7 x 60 14,1 100 380 10,8 x 60 16,4 100 430 12,8 x 60 18,9 100 490 14,9 x 60 21,4 100 550 17,0

14,3 150 200 11,0 21,1 150 250 18,8

x 60 15,3 100 370 10,6 x 60 17,4 100 420 12,7 x 60 20,7 100 480 14,9 x 60 23,5 100 540 17,1 x 60 26,3 100 600 19,3

19,0 150 250 15,4 22,4 150 250 18,8

x 60 16,9 100 380 10,5 x 60 19,6 100 430 12,6 x 60 22,5 100 490 14,8 x 60 25,5 100 550 17,1 x 60 28,4 100 610 19,3

remark: 1) Connection bore is designed for max. loading in application with bolts of material classification 5.6. 2) Dimension R indicates height of serrated plate. 3) Nominal length L allows for adjustability of 50 mm in both directions. Cantilevers for larger length and higher loads will be designed in accordance with customer requirements.



5° 5°

A1

A2Y2

Profile T1

Profil T2

B

ET

M

L

RT

B

Y1

E

ES Y min.

Profile T1

SSR

dowel pins

dowel pins

50 50

50 50

L

SB Bolt-on Cantilevers with adjustable wall and load connection Dowel pins can be located any place within diameter ES. By twisting the sloted adjustment plate the connecting position will be determined. The serrated plate can be bolted to the dowel pin.

The first two figures of type designation indicates the load group. The 3. figure the nominal length in 100 mm intervals. The 4. figure of type designation indicates the design: 1 = standard bolted cantilever with four adjustment-and serrated plates. 2 = indicates serrated plate and ball washer in addition on cantilever arm. Connecting bolt have to be ordered additionaly. Order sample for bolted cantilever with adjustable wall-and load connection including serrated plates with ball washers on cantilever arm for nominal length L= 500 and connection size M 16 applicable for loads up to 11,8 kN: SB 1652.

T 82


s

Dimension and weights up to 800 mm

for tie rod

allow. load

bolt-on plate

cant. width

connec.bore

appl. for dowel pins

serr. plate

nom. length

position Ø

connec. adjustable serrated plate thickness

bore to bore distance

profile

weight

M (kN) A1 A2 B E1) R2) L3) ES S SR Y1 Y2 Ymin T1 T2 kg 081. 2,5 175 100 40 x 40 - 7,5 082. 12 1,5 290 290 275 12 M10 12 200 50 10 24 200 200 150 40 x 40 - 7,9 083. 1,0 375 300 40 x 40 - 8,3 101. 4,7 175 100 50 x 50 - 10,3 102. 12 2,7 340 340 275 12 M10 12 200 50 10 24 250 250 200 50 x 50 - 11,0 103. 1,9 375 300 50 x 50 - 11,6 121. 6,0 175 100 60 x 60 - 16,7 122. 12 6,0 400 400 275 14 M12 12 200 50 12 28 300 300 250 100 x 60 - 18,3 123. 6,0 375 300 100 x 60 - 19,4 124. 5,5 475 400 22,5 125. 5,5 575 500 23,8 126. 12 5,5 400 440 675 14 M12 12 600 50 12 28 300 340 250 60 x 60 50 x 50 25,1 127. 5,5 775 700 26,5 128. 5,5 875 800 27,8 161. 12,0 175 100 100 x 60 - 21,1 162. 16 12,0 400 400 275 18 M16 14 200 50 15 35 300 300 250 120 x 80 - 23,1 163. 12,0 375 300 120 x 80 - 24,5 164. 11,8 475 400 100 x 60 50 x 50 30,4 165. 11,8 575 500 100 x 60 50 x 50 32,0 166. 16 11,8 400 490 675 18 M16 14 600 50 15 35 300 390 250 100 x 60 50 x 50 33,7 167. 11,8 775 700 100 x 60 50 x 50 35,4 168. 11,8 875 800 100 x 60 50 x 50 37,1 201. 18,0 175 100 120 x 80 - 21,7 202. 20 18,0 400 400 275 18 M16 15 200 50 15 35 300 300 250 160 x 80 - 24,0 203. 16,9 375 300 160 x 80 - 25,7 204. 18,0 500 475 400 400 120 x 80 60 x 60 33,0 205. 18,0 500 575 500 400 120 x 80 60 x 60 35,0 206. 20 18,0 400 500 675 18 M16 15 600 50 15 35 300 400 250 120 x 80 60 x 60 37,1 207. 18,0 550 775 700 450 120 x 80 60 x 60 41,6 208. 18,0 610 875 800 510 120 x 80 60 x 60 46,6 242. 24 27,0 480 480 275 22 M20 19 200 60 20 45 360 360 300 150 x 100 - 43,1 243. 27,0 375 300 200 x 100 - 49,7 244. 27,0 510 475 400 390 160 x 80 60 x 60 47,9 245. 27,0 510 575 500 390 160 x 80 60 x 60 49,9 246. 24 27,0 480 510 675 22 M20 19 600 60 20 45 360 390 300 160 x 80 60 x 60 52,0 247. 27,0 560 775 700 440 160 x 80 60 x 60 57,9 248. 27,0 620 875 800 500 160 x 80 60 x 60 64,6 302. 30 41,0 480 480 275 22 M20 20 200 60 20 45 360 400 300 200 x 100 - 46,3 303. 41,0 375 300 200 x 100 - 49,7 304. 38,1 510 475 400 390 150 x 100 60 x 60 51,8 305. 38,1 510 575 500 390 150 x 100 60 x 60 54,7 306. 30 38,1 480 510 675 22 M20 20 600 60 20 45 360 390 300 150 x 100 60 x 60 57,6 307. 38,1 560 775 700 440 150 x 100 60 x 60 64,3 3

Bolt-on Cantilevers SB

08. 38,1 620 875 800 500 150 x 100 60 x 60 71,8

remark: 1) Conection bore is designed for max. loading in application with bolts of material classification 5.6. 2) Dimension R indicates height of serrated plate. 3) Nominal length L allows for adjustability of 50 mm in both directions. Cantilever for larger length and higher loads will be designed in accordance with customerrequirements.

tandard supports 99 T 83



SC Double profile Cantilevers for supported pipe lines from below The first two figures of type designation indicates the load group. The 3. figure the nominal length in 100 mm intervals. The 4. figure of type designation indicates the design: 1 = Standard bolt on cantilever without U-bolt and other connecting details. 2 = bolt-on cantilever with adjustable plate and two serrated plates on cantilever arm (designation M required!). 3 = design with weld-on plate without additional fasteners. 4 = weld-on cantilever with adjustable plate and twoserrated plates on cantilever arm (designation M required!). U-bolt of high design have to be indicated specially (designation D required!).

W2

W1Y1

A1Y2 A2T

ET

M

50 50

SL

B

E



Dimension and weights for length up to 600 mm

for U-bolts

for pipe lines up to DN

allow. loads

bolt-on plate

cant. width

connec. bore

U-bolts nom. length

profile dist.

plate thickn.


profile

weight bolted design

weld-on plate

weight welded design

M (mm) (kN) A1 A2 B E1) R L2) ET S Y1 Y2 T kg 3) W1 W2 kg 3) 081. 10 40 4,0 210 bis 62 100 3,1 2,0 082. 12 80 2,7 330 bis 106 200 4,1 3,1

083. 2,0 150 120 430 12 300 40 10 86 86 40 x 40 4,9 160 80 3,9 084. 1,5 530 400 5,8 4,7 085. 1,3 630 500 6,6 5,6 101. 10 40 8,0 230 bis 62 100 4,8 2,9 102. 16 150 5,0 370 bis 192 200 6,6 4,7 103. 3,6 170 150 470 14 300 40 10 110 110 50 x 50 7,9 180 100 6,0 104. 2,9 570 400 9,1 7,3 105. 2,3 670 500 10,4 8,6 122. 16 150 7,9 370 bis 192 200 60 x 60 11,1 6,3 123. 20 300 9,7 560 bis 352 300 100 x 60 17,5 12,1 124. 8,0 200 340 660 14 400 40 10 120 300 100 x 60 19,8 200 150 14,3 125. 6,8 760 500 100 x 60 22,0 16,6 126. 5,9 860 600 100 x 60 24,2 18,8 162. 16 150 17,3 370 bis 192 200 100 x 60 15,9 9,8 163. 20 300 16,0 560 bis 352 300 120 x 80 23,5 16,7 164. 24 500 12,0 240 350 760 18 bis 554 400 50 12 120 300 120 x 80 29,2 250 180 22,4 165. 10,4 860 500 120 x 80 32,0 25,3 166. 9,1 960 600 120 x 80 34,8 28,1 202. 16 150 28,4 370 bis 192 200 120 x 80 20,3 11,8 203. 20 300 24,6 560 bis 352 300 160 x 80 27,0 20,0 204. 24 500 18,5 240 450 760 18 bis 554 400 50 12 120 400 160 x 80 33,9 250 200 27,0 205. 15,6 860 500 160 x 80 37,4 30,5 206. 13,7 960 600 160 x 80 40,9 33,9 242. 16 150 31,3 370 bis 192 200 100 x 100 29,0 14,2 243. 20 300 31,6 560 bis 352 300 150 x 100 32,3 22,4 244. 24 500 23,8 300 470 760 22 bis 554 400 60 15 120 400 150 x 100 41,3 300 200 29,3 245. 20,0 860 500 150 x 100 45,8 32,8 246. 17,6 960 600 150 x 100 50,2 36,3 302. 16 150 56,3 370 bis 192 200 150 x 100 32,9 15,9 303. 20 300 58,4 560 bis 352 300 200 x 100 45,0 24,1 304. 24 500 43,9 300 480 760 26 bis 554 400 60 15 120 400 200 x 100 58,6 300 250 31,1 305. 37,0 860 500 200 x 100 65,4 34,6 306. 32,5 960 600 200 x 100 72,2 38,1

remark: 1) Connection bore is designed for max. loading in application with bolts of material clasification 5.6 Connection bolts have to be ordered additionaly. 2) Nominal length L allows for adjustability of 50 mm in both directions. 3) Weight without U-bolt and other connecting details. Cantilever for larger length and higher loads will be designed in accordance with customer requirements.



SD Bolted Cantilevers with double profile and supported pipe lines from below and adjustable wall connection. Dowel pins can be located any place within diameter ES. By twisting the sloted adjustment plate the connecting position will be determined. The serrated plate can be bolted to the dowel pin. The first two figures of type designation indicates the load group. The 3. figure the nominal length in 100 mm intervals. The 4. figure of type designation indicates the design: 1 = Standard bolted cantilever with four adjustment-and serrated plates. 2 = indicates adjustable base plate, two serrated plates and ball washers in addition on cantilever arm (designation M required!). U-bolts have to be ordered additionaly (designation D required!).

Y1Y min

A2Y2ES

E

T

M

B

ET

A1 dowel pins

dowel pins

50 50

L

S SR


s

D

00000111111111111111222222222233333

r Cc

Bolted Cantilevers

tandard supports 99 T 87

imension and weights for length up to 600 mm

for U-bolt

for pipe lines up to DN

allow. loads

bolt-on plate

cant. width

connec. bore

appl. for dowel pin

U-boltl nom. length

positioning Ø

connection adjust.-serrated plate thickness


profile

profile dist.

weight

M (kN) A1 A2 B E1) R L2) ES S SR Y1 Y2 Ymin T ET kg 3) 81. 10 40 4,0 210 bis 62 100 8,3 82. 12 80 2,7 330 bis 106 200 9,3 83. 2,0 290 290 430 12 M10 300 50 10 24 200 200 150 40 x 40 40 10,1 84. 1,5 530 400 11,0 85. 1,3 630 500 11,8 01. 10 40 8,0 230 bis 62 100 11,9 02. 16 150 5,0 370 bis 192 200 13,7 03. 3,6 340 340 470 12 M10 300 50 10 24 250 250 200 50 x 50 40 14,9 04. 2,9 570 400 16,2 05. 2,3 670 500 17,5 22. 16 150 8,0 370 bis 192 200 60 x 60 22,7 23. 20 300 9,7 560 bis 352 300 100 x 60 29,1 24. 8,0 400 450 660 14 M12 400 50 12 28 300 350 250 100 x 60 40 31,3 25. 6,8 760 500 100 x 60 33,6 26. 5,9 860 600 100 x 60 35,8 62. 16 150 17,5 370 bis 192 200 100 x 60 29,1 63. 20 300 16,1 560 bis 352 300 120 x 80 36,7 64. 24 500 12,1 400 450 760 18 M16 bis 554 400 50 15 35 300 350 250 120 x 80 50 42,4 65. 10,4 860 500 120 x 80 45,2 66. 9,1 960 600 120 x 80 48,0 02. 16 150 28,7 370 bis 192 200 120 x 80 36,0 03. 20 300 24,7 560 bis 352 300 160 x 80 40,2 04. 24 500 18,6 400 550 760 18 M16 bis 554 400 50 15 35 300 450 250 160 x 80 50 47,1 05. 15,6 860 500 160 x 80 50,6 06. 13,7 960 600 160 x 80 54,1 42. 16 150 31,9 370 bis 192 200 100 x 100 55,2 43. 20 300 31,9 560 bis 352 300 150 x 100 45,4 44. 24 500 23,9 480 570 760 22 M20 bis 554 400 60 20 45 360 450 300 150 x 100 60 54,3 45. 20,0 860 500 150 x 100 58,8 46. 17,6 960 600 150 x 100 63,3 02. 16 150 57,4 370 bis 192 200 150 x 100 71,4 03. 20 300 52,0 560 bis 352 300 200 x 100 57,9 04. 24 500 44,3 480 740 760 22 M20 bis 554 400 60 20 45 360 620 300 200 x 100 60 71,5 05. 37,0 860 500 200 x 100 78,3 06. 32,5 960 600 200 x 100 85,1

emark: 1) Connection bore is designed for max. loading in application with bolts of material classification 5.6. Connecting bolts have to be indicated specially. 2) The nominal length L allows for adjustability of 50 mm in both directions.

3) Weight without U-bolt and other connecting details. antilevers for higher loads and larger length will be designed in accordance with ustomer requirements.



SE Additional Structural Steelwork Additional Structural Steelwork can be designed, manufactured and supplied with any support orders. We certainly manufacture and supply also by customer drawings. By using the beam sizes as follows safety aspects in comparison with all other components as well as load group, shall be considered.Selection table for beam sizes european sectional steel IPE and HEB (DIN IPB) and back to back U-Stahl

6

IPE140 IPB100 ] [ 100

IPE160 IPB120 ] [ 120

IPE200 IPB140 ] [ 160

IPE240 IPB160 ] [ 180

IPE300 IPB200 ] [ 220

IPE330 IPB220 ] [ 260

IPE400 IPB260 ] [300

IPE450 IPB280 ] [ 350

IPE500 IPB320 ] [ 400

IPE600 IPB400

IPB500

IPB550

-

-

5,5

IPE140 IPB100 ] [ 100

IPE160 IPB100 ] [120

IPE200 IPB140 ] [ 160

IPE240 IPB160 ] [ 180

IPE270 IPB180 ] [ 220

IPE330 IPB220 ] [ 240

IPE400 IPB240 ] [ 300

IPE450 IPB280 ] [ 320

IPE500 IPB300 ] [ 380

IPE600 IPB400

IPB450

IPB550

IPB600

-

5

IPE120 IPB100 ] [ 80

IPE160 IPB100 ] [100

IPE200 IPB140 ] [ 140

IPE220 IPB160 ] [ 180

IPE270 IPB180 ] [ 200

IPE300 IPB200 ] [ 240

IPE360 IPB240 ] [280

IPE450 IPB260 ] [ 320

IPE450 IPB300 ] [ 380

IPE550 IPB360

IPE600 IPB400

IPB500

IPB550

-

4,5

IPE120 IPB100 ] [ 80

IPE140 IPB100 ] [100

IPE180 IPB120 ] [ 140

IPE180 IPB140 ] [ 160

IPE240 IPB180 ] [ 200

IPE300 IPB200 ] [ 220

IPE360 IPB240 ] [ 260

IPE400 IPB260 ] [ 300

IPE450 IPB280 ] [ 320

IPE500 IPB340

IPE600 IPB400

IPB500

IPB550

-

4

IPE120 IPB100 ] [ 80

IPE140 IPB100 ] [ 100

IPE180 IPB120 ] [ 140

IPE200 IPB140 ] [ 160

IPE240 IPB160 ] [ 180

IPE300 IPB200 ] [220

IPE330 IPB220 ] [ 260

IPE400 IPB240 ] [ 300

IPE450 IPB280 ] [ 320

IPE500 IPB320 ] [ 400

IPE600 IPB400

IPB450

IPB500

IPB600

3,5

IPE120 IPB100 ] [ 80

IPE140 IPB100 ] [ 100

IPE180 IPB120 ] [ 120

IPE200 IPB140 ] [ 140

IPE220 IPB160 ] [ 180

IPE270 IPB180 ] [ 200

IPE330 IPB220 ] [ 240

IPE360 IPB240 ] [ 280

IPE400 IPB260 ] [ 300

IPE500 IPB300 ] [ 380

IPE550 IPB340

IPE600 IPB400

IPB450

IPB550

3

IPE100 IPB100 ] [ 80

IPE120 IPB100 ] [ 80

IPE160 IPB120 ] [ 120

IPE180 IPB120 ] [ 140

IPE220 IPB140 ] [ 160

IPE270 IPB180 ] [ 200

IPE300 IPB200 ] [ 240

IPE330 IPB220 ] [ 260

IPE360 IPB240 ] [ 280

IPE450 IPB280 ] [ 350

IPE500 IPB320 ] [ 400

IPE550 IPB360

IPE600 IPB450

IPB500

2,5

IPE100 IPB100 ] [ 80

IPE120 IPB100 ] [ 80

IPE160 IPB100 ] [ 100

IPE180 IPB120 ] [ 120

IPE200 IPB140 ] [ 160

IPE240 IPB160 ] [ 180

IPE270 IPB180 ] [ 220

IPE300 IPB200 ] [ 240

IPE360 IPB240 ] [ 280

IPE450 IPB260 ] [ 320

IPE500 IPB300 ] [ 380

IPE550 IPB340 ] [ 400

IPE600 IPB400

IPB450

2

IPE100 IPB100 ] [ 80

IPE100 IPB100 ] [ 80

IPE140 IPB100 ] [ 100

IPE160 IPB120 ] [ 120

IPE180 IPB120 ] [ 140

IPE220 IPB160 ] [ 160

IPE270 IPB180 ] [ 200

IPE300 IPB200 ] [ 220

IPE330 IPB220 ] [ 240

IPE400 IPB240 ] [ 300

IPE450 IPB280 ] [ 320

IPE500 IPB300 ] [ 380

IPE550 IPB340 ] [ 400

IPE600 IPB400

1,5

IPE100 IPB100 ] [ 80

IPE100 IPB100 ] [ 80

IPE120 IPB100 ] [ 80

IPE140 IPB100 ] [ 100

IPE160 IPB120 ] [ 120

IPE200 IPB140 ] [ 140

IPE220 IPB160 ] [ 180

IPE270 IPB180 ] [ 200

IPE300 IPB200 ] [ 220

IPE330 IPB220 ] [ 260

IPE400 IPB240 ] [ 300

IPE450 IPB280 ] [320

IPE450 IPB300 ] [ 380

IPE500 IPB320 ] [ 400

1

IPE100 IPB100 ] [ 80

IPE100 IPB100 ] [ 80

IPE100 IPB100 ] [ 80

IPE120 IPB100 ] [ 80

IPE140 IPB100 ] [ 100

IPE160 IPB120 ] [ 120

IPE200 IPB140 ] [ 140

IPE220 IPB160 ] [ 160

IPE240 IPB160 ] [ 180

IPE300 IPB200 ] [ 220

IPE330 IPB220 ] [ 260

IPE360 IPB240 ] [ 280

IPE400 IPB260 ] [ 300

IPE450 IPB280 ] [ 320

RAN

GE

(m)

0,5

IPE100 IPB100 ] [ 80

IPE100 IPB100 ] [ 80

IPE100 IPB100 ] [ 80

IPE100 IPB100 ] [ 80

IPE120 IPB100 ] [ 80

IPE120 IPB100 ] [ 100

IPE160 IPB120 ] [ 120

IPE180 IPB120 ] [ 120

IPE200 IPB140 ] [ 140

IPE220 IPB160 ] [ 160

IPE270 IPB160 ] [ 200

IPE270 IPB180 ] [ 220

IPE300 IPB200 ] [ 220

IPE330 IPB220 ] [ 260

threaded connectio

M12

M12

M16

M20

M24

M30

M36

M42

M48

M56x4

M64x4

M72x4

M80x4

M90x4

nominal load (kN)

4

6

12

18

27

41

62

86

112

172

230

300

370

480



with hardened rock

Additional Structural Steelwork SE Besides standard components, such as cantilevers or trapezes, project orientated special design can be produced. Special supports for chemical plants, anchor point design and pipe line guides for power plant piping systems, special cantilevers with slide- and roller supports for long distance heat and supply lines, as well as designs supporting movable components against special operation or inteferences within industrial plants will be designed, calculated and fabricated in accordance with customer specification and requirements. Welding will be performed in strict adherence to rules and regulations by certified welders unter surveillance by an certified welding engineer. Surface treatment will be performed by sand- or steel blasting with subsequent primer coating. . size 12 16 20 24 30 36 dimensions and

A M12 M16 M20 M24 M30 M36

� B 80 100 100 100 130 130 connecting size E 13 18 20 26 28 38 in mm R 10 15 15 20 20 30 built-in length L 50 60 70 90 110 130 height min. EM 20 25 32 38 48 58 weight kg 0,5 1,2 1,2 1,6 2,7 4

Standard desic-steel Two figure

the load group Order sam

made of materi

B

R E

EML

A

Bore plate washer SH

42 48 M42 M48

150 150 40 45 30 30 150 170 67 77 5,3 5,3

gn of weldable s are added to for identifying.

ple: SH 2411 al grade S235.



SJ Connecting lug In order to avoid heat transfere, lugs are being used to connect with the clamps. For single clamps 2-bore lugs, for two clamps 3-bore lugs. The first two figures of the type designation indicate the load size. The 3. figure indicates 2- and 3-bore lugs. The 4. figure indicates the material grade: 1 = S235, 3 = 13 CrMo 4 5. Order sample: load size 24, 3-bore lug of grade S235: SJ 2431. For load capacity the allowable load capacities of the clamps have to be considered. load group

12 16

20

24

30

36

42

48

2-bolt-lug

A 2 40

50

60

70

90

110

120

130

3-bolt-lug

A 3 100

130

150

180

230

280

300

330

Ø B 14

18

22

26

35

42

47

52

dimensions E 20

25

30

36

45

55

65

75

and Ø R 18

22

26

32

38

42

47

52

connecting size

L 150

180

200

240

290

220

230

240

E P 24

30

36

45

54

63

72

40

thickness

S 8

10

12

15

20

25

30

35

distance

Y 60

80

90

110

140

170

180

200

weight SJ.. 02

kg 0,5

0,9

1,4

2,5

5,2

6,8

9,6

11,6

weight SJ.. 03

kg 1,2

2,3

3,6

6,6

13,6

17,9

24,9

30,6

max. isolation thickness

160

180

200

250

300

available for

50

100

250

400

2-bolt clamps

DN bis

bis

bis

bis

Typ PA 200

350

500

1000

available for

100

100

500

2-bolt clamps heavy duty

DN bis

bis

bis

Typ PC 450

550

1000

B

A

Y

R

EpL

E

AEp

LE

B

R


Standard design in c-steel, primed. Order sample:

Beam clamp SK


for load group 24, standard design: SK 2411.

load group 12 16 20 24 30 36 42 A 150 170 200 230 260 310 340

Ø B 14 18 22 26 35 42 47 E 8 10 12 15 20 25 30 R 215 230 275 325 390 440 485 L 30 40 45 55 70 70 80

EK 25 25 30 30 30 35 40 SW 19 24 30 36 46 55 65

dimensions and

connecting size

in mm

Y 85 90 105 115 125 150 160 weight kg 5,6 6,9 11 15 22 34 47

available for IPB-beam

(DIN 1025)

HEB

100 up to

140

100 up to

140

120 up to

160

140 up to

200

180 up to

240

200 up to

260

220 up to

280

Standard design in c-steel, primed. Order sample: for load group 24, standard design: SL 2411.

load group 12 16 20 24 30 dimension A 90 100 120 120 160

bore ØB 14 18 22 26 35 thickness E 10 11 13 13 15 distance R 50 60 70 70 80

built-in length L 50 60 70 70 80 connecting

bore

ER

11

13

17

17

21 weight kg 1,3 1,6 2,8 2,8 4,4

load group 12 16 20 24 30 36 42 48 dimension A 40 50 60 70 90 110 120 130

bore ØB 14 18 22 26 35 42 47 52 plate

thickness E 8 10 12 15 20 25 30 35

radius R 20 25 30 35 45 55 60 65 built-in length L 30 40 45 55 70 70 80 120 welding seam a 3 3 4 5 6 - - -

weight kg 0,1 0,2 0,4 0,6 1,3 2,2 3,2 5,5

Bolt-on lug SL

Weld-on lug SM A

L

R

B s

E 20E 25

HEB

B

EA

RER

LL

HEB

SW

ER

YEKB

A



E B

EM

E RL

B

A

SP PTFE-Sliding supports

PTFE-sliding supports as a standard procedure shall be supplied with chambered PTFE-pads.

The frictional resistance µ amounts to 0.04 by using stainless steel material. The base plate consists of material S 235 as a standard design,

surface primer coating, can be bolted. Sample for type designation of load group 24, standard design : SP 2411.

If required sliding supports can be equipped with several PTFE pads or with base plates of austenitic materials.The loading supports should be equipped with stainless steel materials

at least 1 mm thick with a peak-to-valley height of < 6,3 µm (microns). This supply can be arranged by us.

load group 12 16 20 24 30 36 42 48 sliding plate Ø A 30 40 60 70 80 100 120 140 base plate � B 120 130 150 170 180 190 230 240 distance E 90 100 120 140 150 160 190 200 dimension R 12 12 15 15 15 15 20 20 built-in-dimen. L 14 14 17 17 17 17 22 22 dimension EM 12 12 12 18 18 18 22 22 weight kg 1,4 1,6 2,7 3,4 3,8 4,3 8,4 9,1 load capacity Ft kN 7 12 20 30 50 70 100 135

SR Roller



bearings are manufactured with cylindrical rollers of grade E295 (St 50), as well as stainless steel axle. The rolling resistance shall be µ < 0,04 by using PTFE bushing. The 3. figure of type designation indicates design: 0 = for roller supports without lift of safety device 1 = for roller supports with lift off safety device 2 = for roller supports with sloping rollers of cylindrical design The 4. figure indicates the material grade of casing: 1 = S235, primed, 4 = 1.4571.

load size 12 16 20 24 30 36 42

nom. load Ft kN 7 12 20 30 50 70 100

roller bearing width

A 94 108 126 172 218

width B 70 80 90 110 150


E 50 60 60 80 110

roller width R 70 80 100 140 170 170 170

built-in height L 50 60 70 90 125

connection bore EM 10 10 12 14 18 22 22

thickness S 6 8 10 12 20 20 20

distance SF 10 12 15 18 20

distance Y 45 50 55 80 130

weightSR .. 00 kg 1,1 1,6 2,1 5,2 15,2

weight SR .. 01 kg 1,2 1,8 2,4 5,6 17,8

sloping roller bearing

A 2 170 200 230 340 500 660 800

B 2 100 110 120 160 200 260 320

E 2 80 90 100 130 160 210 270

L 2 results from applicable support diameter

sloping bearing width distance built-in-hei.,angle product height Y 2 65 75 80 100 140 200 260

weight SR .. 02 kg 2,1 3,3 4,3 10,8 31,5 66 80

available for support- diameter

mm

114 bis 273

168 bis 355

219 bis 406

323 bis 660

508 bis 965

813 bis 1350

1120 bis 1920

R

L

S

EME

A

E

B

Y

R

LSF

S

EM

E

A

E

B

A2

E2

Y2

L2

EM

EME2

B2



ST Trapeze Trapezes as a standard design shall be supplied of S 235 according DIN 1026, EN 24 The first two figures of type designation indicate the load group. The 3. figure the nominal length: 1 = 600 mm, 2 = 800 mm etc. in 200 mm-intervals up to 8 = 2000 mm nominal length. The 4. figure indicates the material grade: (1 = S235). Order sample: a trapeze of load group 24 with a nominal length 1000: ST 2431. The nominal load FN indicates the allowable load in center of trapeze. The unit weights should be considered by using variables and constants. load group 12 16 20 24 30 36 42 nominal load kN

FN 12 24 36 54 82 124 172

distance 30 40 45 55 70 70 80 connection bore

Ø

14

18

22

26

35

42

47

thickness E 8 10 12 15 20 25 30

distance R 20 25 30 35 45 55 60

nom.length L 600 600 600 600 600 600 600

sectional steel

U 80 80 100 140 160 180 220

weight kg 11,7 12,3 15,9 24,9 33,1 43,4 61,2

nom. length L 800 800 800 800 800 800 800

sect.l steel U 80 100 120 160 180 220 240

weight kg 15,1 19,2 25,2 36,5 46,8 67,4 81,1

nom.length L 1000 1000 1000 1000 1000 1000 1000

sect.steel U 80 120 140 180 200 240 260

weight kg 18,6 29,5 36,3 51,2 63,4 88,5 106

nom.length L 1200 1200 1200 1200 1200 1200 1200

sect.steel U 100 120 140 180 220 260 280

weight kg 27 34,8 42,7 60 84,7 115 133

nom.length L 1400 1400 1400 1400 1400 1400 1400

sect.steel U 100 140 160 200 240 260 300

weight kg 31,2 47,9 57,5 78,9 108 130 164

nom.length L 1600 1600 1600 1600 1600 1600 1600

sect.steel U 100 140 160 200 240 280 320

weight kg 36 54,3 65 89 122 159 229

nom.length L 1800 1800 1800 1800 1800 1800 1800

sect.steel U 100 140 160 200 240 280 320

weight kg 40 60.7 72 99 133 173 253

nom.length L 2000 2000 2000 2000 2000 2000 2000

sect.steel U 100 140 160 200 240 280 320

weight kg 44 74 80 109 147 192 277

On request special length can be supplied.

E

U

A

B

L R



(dimension according DIN 3570)pipe pipe

diameter thread

connection product height

thread height

width

weight

nom. size outside

DN (mm) D (mm) A B E R (kg)

20 26,9 M10 70 40 40 0,15 25 33,7 M10 76 40 48 0,16 32 42,4 M10 86 50 56 0,17 40 48,3 M10 92 50 62 0,18 50 60,3 M12 109 50 76 0,30 65 76,1 M12 125 50 94 0,34 80 88,9 M12 138 50 106 0,37 90 101,6 M16 160 60 124 0,78

100 114,3 M16 171 60 136 0,80 125 139,7 M16 191 60 164 0,89 150 168,3 M16 217 60 192 1,00 200 219,1 M20 283 70 248 2,00 250 273,0 M20 334 70 302 2,33 300 323,9 M20 385 70 352 2,65 350 355,6 M24 435 70 402 4,38 400 406,4 M24 487 70 452 4,85 500 508,0 M24 589 70 554 5,78

Order sample for a U-bolt for pipe DN200 out of S 235: TA 2211. On request U-bolts can be supplied in larger dimensions or made of other special material.

thread connection A M12 M16 M20 M24 M30 M36 M42 M48 M56x4 M64x4 M72x4 M80x4 M90x4 (UNC) ( ½) (5/8) (¾) (1) (11/8) (1½) (1¾) (2) (2¼) (2½) (2¾) (3) (3½)

product height B 125 170 200 255 255 295 330 355 320 340 410 450 460 adjustability ±E 38 50 57 74 75 72 82 70 90 116 106 104 105

width R 34 42 52 62 74 86 104 130 90 100 110 120 140 built-in-height L 38 50 57 74 75 72 82 70 90 116 106 104 105 hex head flat SW 19 24 30 36 46 55 65 75 80 90 100 110 130

weight kg 0,2 0,4 0,7 1,2 1,8 3 4,8 7,6 10 13 15 20 29

Dimension L = turn buckle in central position; adjustability ± E. Order sample for a turn buckle M 24 with metric thread r/l (electric galvanized) made of carbon steel: TB 2411. The 3. figure indicates the standard metric thread (1) or special thread (UNC = 2).

Turn Buckle TB

U-Bolt TA



Order sample for an eye nut M 24 with metric right hand thread electric galvanized made of carbon steel: TE 2411.

Y

B

L

RE

A

E2

thread connection A M12 M16 M20 M24 M30 M36 M42 M48 M56x4 M64x4 M72x4 M80x4 M90x4 (UNC) ( ½) (5/8

) (¾) (1) (11/8

) (1½) (1¾) (2) (2¼) (2½) (2¾) (3) (3½)

pin diameter Y 12 16 20 24 33 40 45 50 60 70 80 90 100

dimension E 12 17 20 22 27 32 37 42 45 50 50 60 60 width R 34 44 57 68 80 93 111 130 120 140 140 160 180

built in length L 49 52 55 68 80 92 100 100 100 110 130 150 170 dimension E2 24 32 46 53 64 80 90 100 100 120 140 160 180

product height B 70 80 90 110 130 150 170 180 190 210 240 270 300 weight kg 0,2 0,4 1 1,6 2,7 4,4 7,2 10 16 25 35 49 69

Order sample for a clevis M 24 with metric right hand thread electric galvanized made of carbon steel: TC 2411.

A M12 M16 M20 M24 M30 M36 M42 M48 M56x4 M64x4 (UNC) ( ½) (5/8) (¾) (1) (11/8) (1½) (1¾) (2) (2¼) (2½)

product height B 79 101 125 154 181 202 229 258 280 315 dimension E 17 25 29 35 42 47 52 62 62 72 thickness R 6 10 10 15 17 20 25 30 40 40

built in length L 39 47 55 68 75 77 85 100 115 140 weight kg 0,1 0,2 0,4 0,8 1,2 2 2,9 4,7 7,7 8,8

TC Clevis

TE Eye Nut



TJ Coupling Nut

thread connection A M12 M16 M20 M24 M30 M36 M42 M48 M56x4 M64x4 M72x4 M80x4 M90x4 (UNC) ( ½) (5/8) (¾) (1) (11/8) (1½) (1¾) (2) (2¼) (2½) (2¾) (3) (3½)

product height B 35 45 55 60 80 90 110 120 140 160 180 200 220 dimension E 20 27 33 40 51 61 72 83 94 105 118 129 146 hex head flat SW 19 24 30 36 46 55 65 75 85 95 105 115 130 weight kg 0,1 0,1 0,2 0,4 0,8 1,3 2,1 3 4,3 5,8 7,7 9,9 16 Order sample for a coupling nut with metric right hand thread M 24 electric galvanized made of carbon steel: TJ 2411. TL Tie Rod L/F thread connection A M12 M16 M20 M24 M30 M36 M42 M48 M56x4 M64x4 M72x4 M80x4 M90x4

(UNC) ( ½) (5/8) (¾) (1) (11/8) (1½) (1¾) (2) (2¼) (2½) (2¾) (3) (3½) thread length B 30 40 50 60 75 90 110 120 140 150 170 190 200

E 80 100 120 150 160 180 220 220 260 300 340 380 420 product length L 150 200 220 260 260 300 380 380 460 520 580 640 700 weight kg 0,1 0,3 0,5 0,8 1,2 2,1 3,6 4,7 7,8 12 17 23 32 Order sample for a tie rod M 24 L/R, metric, electric galvanized made of carbon steel: TL 2411. according DIN 934 thread connection A M12 M16 M20 M24 M30 M36 M42 M48 M56x4 M64x4 M72x4 M80x4 M90x4

(UNC) ( ½) (5/8) (¾) (1) (11/8) (1½) (1¾) (2) (2¼) (2½) (2¾) (3) (3½) product height B 12,1 15,9 19 22,3 26,4 31,5 34,9 38,9 45,9 52,4 58 64 72 dimension E 20 27 33 40 51 61 72 83 94 105 118 129 146 hex head flat SW 19 24 30 36 46 55 65 75 85 95 105 115 130 weight kg 0,02 0,03 0,06 0,11 0,22 0,39 0,65 0,98 1,4 1,9 2,6 3,4 4,9 Order sample for a hex head nut M 24 with metric right hand thread, electric galvanized made of carbon steel: TN 2411.

TN Hex Head Nut



Tie rods are available in four fixeboth sides, one side 300 mm, theon site in accordance with requirThe 3. figure indicates the length1 = 1500 metric, 2 = 2000 metric5 = 1500 UNC, 6 = 2000 UNC, 7The 4. figure indicates the materi

thread connection A M12 M (UNC) ( ½) (

thread length B E

length L weight kg/m 0,7

Order sample for a tie rod M 24 wglavanized made of S235: TR 24 TT Threded rod

Threaded rods are supplied basicmm/1000 mm long. The 3. figure1 = short thread rod metric, 2 = 55 = short thread rod UNC, 6 = 50The 4. figure indicates the materi thread connection A M12 M

(UNC) ( ½) (5length threaded rod L1 35 5length L2, L3 500, 1000 weight kg/m 0,7 1 Order sample for a threaded rodrod electric galvanized made of S

TR Tie Rod R/R

d length. At both sides with metric right hand thread on other side 600 mm long. They can be shortened at assembly ements. of tie rod and type of thread : , 3 = 2500 metric, 4 = 3000 metric, = 2500 UNC, 8 = 3000 UNC. al: 1 = S235, 2 = S355.

16 M20 M24 M30 M36 M42 M48 M56x4 M64x4 M72x4 M80x4 M90x4 5/8) (¾) (1) (11/8) (1½) (1¾) (2) (2¼) (2½) (2¾) (3) (3½)

300 600

1500, 2000, 2500, 3000 1,3 2,1 3 4,7 6,9 9,4 12 17 22 29 36 46

ith metric right hand thread of 1500 mm length electric 11.

T 25

ally in three variations; as a short threaded rod or 500 of type designation indicates length in mm: 00 metric, 3 = 1000 metric, 0 UNC, 7 = 1000 UNC. al: 1 = S235, 2 = S355.

16 M20 M24 M30 M36 M42 M48 /8) (¾) (1) (11/8) (1½) (1¾) (2) 0 60 75 90 110 125 145 ,3 2 2,9 4,7 6,8 9,3 12,2

with continuous right hand thread M 24 as a short threaded 235: TT 2411; for a length of 500 mm, UNC: TT 2461.



EXPANSION JOINTS PIPE LINE ROLLING SUPPORTS FLEXIBLE METAL HOSES PTFE METAL HOSES RUBBER EXPANSION JOINT Acom Services STRESS ANALYSIS Address ACOM SRL Via Tirano 10-12 20037 Paderno Dugnano (Milano) ITALY

Tel +39 (2) 99040445 Fax +39 (2) 99040446 Email. [email protected]

Documents

Pipe Suspension Standard Supports 2000 - TiscaliNews