Company Introduction - MPS Gradior EN.pdf · Company Introduction ... (dimensions stated in the...

Company Introduction

The company Gradior s.r.o. was founded in the year 1996 under its former name – GDV Energo, spol. s r.o. The company started as a technical bureau for designing of pipeline routings and fittings. The company was renamed to GRADIOR POWER s.r.o. in the year 2003 and it became a supplier of pipeline hangers and supports. Then it moved into the production hall within the industrial zone of Královopolské strojírny a.s. in Brno together with the manufacturing company GRADIOR STEEL, spol. s r.o.

The company has been a member of the group MPS Holding a.s. since 2012; operating under its name, MPS Gradior s.r.o., it is a significant Czech manufacturer and hangers and supports for piping. The company managed to achieve progressive success on the national markets as well as on the demanding foreign markets. Pipeline fittings made by MPS Gradior s.r.o. are installed in systems operated in more than 30 countries in Europe, America, Asia and Africa. Our products serve mainly in systems implemented within classical power engineering, nuclear power engineering, petrochemistry, distribution of heat and other industrial operations. We win our supply contracts mainly for convenient pricing, optional adaptation of assemblies and components to meet project requirements, employing genuine market and competitive means.

We are the only Czech supplier of pipeline fittings with catalogued interior components of hanger assemblies, standard installation guidelines, data lists for assignment, checklists for installation check-ups and periodical monitoring of service life, supplemented with further supporting documentation and know-how. Our experience with design and production is based on continuous and extensive experience gained since 1996. Any feature within hanger or support assemblies have been designed in compliance with European and other global regulations applicable to industrial piping and steel structures.

History and Progress

Design and production of pipeline fittings were launched at the company GDV a.s. in 1996 upon takeover of the produ-ction programme from the former ABB PBS based on the Czechoslovak technical standards. Our supports and hangers manufactured till the year 1997 were compliant with the Czechoslovak technical standards classed in ON 13 series. We launched the production of spring cages with respect to construction of EC Kladno. Evolution of these cages lasted till the year 2005, when GRADIOR POWER s.r.o. started producing modern moulded spring cages and threaded rods. That was the year, when we completed the progressive transfer of our entire product range from Czechoslovak technical standards to the European ones.

Hanger and support assemblies have been tested on numerous installations, both in new developments as well as older systems, where these replace the initial ones no longer compliant with the existing reliability requirements. All the cata-logued components are standardised, which means they are rated for specific permitted loads and conforming to clearly specified and fulfilled production and delivery conditions. Our company has own research and development capacity in the field of design and its major power lies in adaptation of products to specific conditions of use or operation. Annual investments are made into technical and personnel development, innovations and upgrade of the production programme to match the current state of the art in engineering and science.

The company follows its duly implemented and certified quality control system in compliance with standards ISO 9001, ISO 3834-2 and possesses its own inspection certificate for pressure equipment manufacturers according to PED.

Organisation and Registered Office

MPS Gradior s.r.o. currently employs fifty people in sales, project management, design, job engineering, production, quality control and dispatch. The premises comprise 10,000 m2 of production and storage areas.

The registered office is situated in the industrial area of Královopolská strojírna Brno, Křižíkova 188/68, Brno.

A - 3

Assembly Type of Nominal Charact. Charact. Spring size Mat gr. Number Attachmnt. pipe size dimens. L dimens. B Travel Class

K O D U - R D N - R M L - R M B - F .S - U .M

A - 4

1.

2.

3.

4.

5.

Type Nominal Charact. Mat. Range Size Dimension L Class

K O D R M D R M L U M

Overview of assemblies

Principle of assemblies code marking system is described in

section A of catalogue.

Type assemblies of pipe supports Gradior

- clearly indicated function of the assembly enables a quick

choice while designing the piping

- assemblies of one type for different dimensions, loading and

temperature, are the same as for the function and shape

- hangers load chain consists of unified elements

- assemblies and type elements follow the requirements

of the EN and ASME/MSS standards.

- assemblies of setting consist of standardized elements, which

have been designed with respect to the unification

- one type (shape) of the element for a wide range of the

operating loads and temperatures, mutual compatibility

among the type assemblies and unified connecting

dimensions for one group of load capacity.

Order datalist

To specify exactly all the requirements of setting, use the order

datasheet, where all the main data of the assembly and type are

predefined.

Each assembly is determined by its function according to the

following overview, further then by the piping diameter, main

dimensions (dimensions stated in the icons of the overview), loads

and travels, by the way of connecting to the structure and/or on

basis of a further specification of the required type element (for

instance, the support type or pipe clamp type).

Pipe supports

In terms of operating reliability of piping systems, the pipe

supports represents an important element, which directly

influences function of the plant and its durability. By in-correct

function of the pipe supports, failures in operating reliability

or even a serious damage to the piping system can occur.

Among the consequences of the often failures in operation of

supports there are, for instance, an overloading of the flanges

resulting in leakage, overloading of the rotary equipment

connected to the piping resulting in higher vibrations,

overloading of the piping parts resulting in occurring possible

cracks, mainly operating in creep range. For industrial piping

it is useful to apply standard support assemblies considering

the clearly determined requirements of function, consisting of

type elements according to their purpose, load capacity and

costs, which are decreased thanks to the mutual unification of

the used elements.

Pipe supports - division of basic assemblies

According to the function, the basic assemblies can be divided as

follows:

RH - Rod HangerSH - Spring Hanger

CH - Constant HangerSS - Sliding SupportFP - Fix Point

GS - Guide SupportVS - Variable SupportCS - Constant Support

BH - Hanger for Pipe RacksGP - Guide Plate

SP - PTFE Sliding Plate

RS - Rigid Strut

UB - U Bolt

CL - Clip

Support assemblies can be produced in different options, for

instance, double-rod hanger for the horizontal or vertical piping.

The options are distinguished:

- by a digit behind the abbreviation RH or SH / CH concerning

assemblies of hangers

- directly by the catalogue type concerning other assemblies

- assemblies of supports SS can be combined with the plates GP

and SP

Application range

The type assemblies of hangers, supports and their ac-

cessory, which consist of the catalogue elements, are meant

for all the applications in power, chemical, and petrochemical

industry. According to the dimensions, loading and operating

temperatures they can be used for:

- piping diameters DN15 - DN800

- loads up to 108 kN- operating temperatures from -20°C to +600°C

- spring for operating travels up to 200mm

For different operating ranges, e.g. pipe supports of larger

dimensions, we will suggest and deliver a construction even

beyond the dimension range stated in the catalogue.

Possibility of deliveries for special constructions:

- saddle and piping supports up to the diameter of 3000mm

- fix points for high loading and operating temperatures

- shoes and supports of the cryogenic piping

- hangers of the membrane walls and chambers of the

steam generators

- assemblies including silent-blocks

- supporting steel constructions

B - 1


Overview of the basic assembly types of the pipe supports, which

consist of the catalogue elements. The assembly figure to be specified

by one indication code. The letters indicate the basic type, the

additional digit indicates then the particular option. The dimensions

shall be stated in the specification.

RH – rigid hanger, SH – spring hanger (CH for constant hanger), SS –

sliding support, FP – fix point, GS – guide support, VS – variable

support (CS forconstant support).

RH1 RH2 RH3 RH4

RH5 RH6 SH1 SH2

SH3 SH4 SH5 SH6

SH7 SH8 SH9 SH10

B - 2


Overview of the basic assembly types of the pipe supports, which

consist of the catalogue elements. The assembly figure to be specified

by one indication code. The letters indicate the basic type, the

additional digit indicates then the particular option. The dimensions

shall be stated in the specification.

RH – rigid hanger, SH – spring hanger (CH for constant hanger), SS –

sliding support, FP – fix point, GS – guide support, VS – variable

support (CS forconstant support).

SH11 SH12 SH13 SH14

SH15 SH16 SH17 SH18

SH19 SS/FP GS VS

GP/SP RS1 RS2 RS3

B - 3

Examples of support plate options: Connection of supports to structure :

Connections to construction

Setting of supports

The connection art depends on the type of the

auxiliary steel structure. In terms of the load

transmission, all the types are equivalent.

For higher rod angle deviations - more than 4° and

for hanger assemblies of the RH2 and RH4 types, it

shall be used a connection type B only.

Connection of the hanger rods to the structure

To connect the hanger rods to the steel structure, thereare more possible options consisting of type elements.The type of connection is necessary to be specified in theorder datasheet. All the types fulfill the condition of apossible angle deviation of the rod up to 4° from thevertical axis. Connections of the specific load group aredimensioned for the highest load stated in the chart on

page B-1.

Type A - spherical plate for

setting onto U-channel beams.

Type B - weld on clevis for

higher horizontal movements

of piping.

Type C - weld on eye for

standard use.

Type D - connection clamp to

the profile flange. Easy

assembly without necessity to

weld, e.g. for zinc-coated

constructions.

Setting of supports onto construction / floor

To prevent the steel or supportive structures or floors from

abrasion, we suggest to set the sliding supports at steel

plates. The plates can be equipped with parts for guiding

the supports in all directions at random clearance, or with

the PTFE sliding plate to decrease friction between support

and the base plate.

The supports of 611, 614, 661, 664 types can be delivered

together with a polyamide plate to prevent coat abrasion.

The plates of the GP and SP types are delivered as options

which can be welded or bolted to the structure, optionally

connected to the floor via concrete anchors.

The plates for the supports of the SS type correspond in

dimensions to the base dimensions of the standard types of

supports (type group 61x).

For GS assemblies, it is necessary to use auxiliary bespoke

structures.

Plate with guide, welded to structure

Plate with anchors for

concrete floors

Plate with anchors and the

guide system

Overview of rod connections to structure

Clip for guide system of support to structure

Bolt connection of hanger to pipe

rack

Type A Type B Type C Type D

B - 4

C - 1

Attachement to structure

Connecting elements

Connecting elements

Auxiliary structure

Auxiliary structure

Connecting elements

Connecting elements

Spring hanger

Beam

Clamp, U-bolt,

Clamp, U-bolt,

Support

Support

spring plate

(lift indication)

safety tape

fixing cluster

spring

Indication:

1 Travel Type Fn

1 - production group 600, 1200, 2300… - nominal load in (N), see the chart on pgs 1-2

spring supports

1 - spring can for hangers, fixing type: clevis - threaded rod

1 - operating travel 50mm 2 - spring can for hangers, fixing type: rod - rod

2 - operating travel 100mm 3 - spring can for hangers, fixing type: support - rod

3 - operating travel 200mm 4 - spring can for support of double hangers of horizontal pipes

7 - spring support, type: sliding surface - support

Materials and technology

Type overview of the spring types

Type . . 1 Type . . 2 Type . . 3 Typ . . 4

Range: 0,2 - 108kN Range: 0,2 - 108kN Range: 0,2 - 108kN Range: 0,2 - 108kN

Travel: 50,100,200mm Travel: 50,100,200mm Travel: 50,100,200mm Travel: 50,100,200mm

Type . . 7 Notices for use:

Range: 0,2 - 108kN

Travel: 50,100mm

Application of spring hangers and supports for

common cases of elimination of pipe movements

resulting from thermal expansion. The application is

suggested for pipe travels (mainly vertical) of supports

up to 50mm. For higher values it is necessary to use

constant hangers.

100 - Spring supports

Spring supports of type series 100 to be used in load

range from 0,2kN to 108kN. For higher loads we may

deliver multi-spring cans acc. to request up to

336kN, all types of connection to hanger rods.

Standard nominal spring travels are in 50, 100 a

200mm. For higher travel we may fabricate special

cans, with springs in series connection, with nominal

travels of 300 and 400mm.

▪ Spring supports of Types 1x3 and 1x4 shall be used in assemblies, where

the rod angulation is not higher than allowable value, see therefore type

lists. ▪ For horizontal pipe travels

higher than 10mm on support Types 1x7, it is recommended to use PTFE

sliding plate. Support indication 1x7.T, combined with pipe shoe indicated .T

(with SS polished plate). ▪ Use of

springs in non-standard assemblies to be consulted with fabricator.

Function - the spring support consists of a pre-

compressed helical coil spring in a cylindrical housing,

elements for travel indication and a turnbuckle nut for

load adjustement at the assembly. The springs are

supplied blocked and preset to the required load.

Blocking is realised by a cluster inserted into holes of

the casing and wrapped with a safety tape. After

piping erection or pressure test, deblocking of all

spring supports shall be performed and checked! Load

capacity of the blocked spring support at a pressure

test is more than 2 times of nominal load.

Helical coil springs are fabricated of steel types

Federstahl C / DIN 17223 (cold coiled springs), and

steel 51CrV-4 / EN 10089 (hot coiled springs). Springs

are quenched to requested tesile strength and ball-

blasted. The spring is several times compressed to the

block length by the can assembly, to be relaxed, and

stresses in undersurface of wire are stabilised.

Spring force remains constant by repeatet load or

overload and creep relaxation is reduced to the minimum.

Actual spring load during the operation in plant assembly

does not drop by 2,5% under design load of node. Springs

are designed and calculated acc. to non-linear plastic

model, derived by GRADIOR.

1 - 1

Overview of the spring sizes

Nominal loads overview

1 2 3 4 5 6 7 8 9 10 11 12

0,6 1,2 2,3 4 7 12 21 36 51 63 84 108

1 1 1 2 2 3 4 5 6 6 7 8

Spring load-lift characteristics

50 100 200 1 2 3 4 5 6 7 8 9 10 11 12

mm mm mm

0 0 0 0,20 0,40 0,77 1,33 2,33 4,0 7,0 12,0 17,0 21,0 28,0 36,0

2,5 5 10 0,22 0,44 0,84 1,47 2,57 4,4 7,7 13,2 18,7 23,1 30,8 39,6

5 10 20 0,24 0,48 0,92 1,60 2,80 4,8 8,4 14,4 20,4 25,2 33,6 43,2

7,5 15 30 0,26 0,52 1,00 1,73 3,03 5,2 9,1 15,6 22,1 27,3 36,4 46,8

10 20 40 0,28 0,56 1,07 1,87 3,27 5,6 9,8 16,8 23,80 29,40 39,20 50,4

12,5 25 50 0,30 0,60 1,15 2,00 3,50 6,0 10,5 18,0 25,5 31,5 42,0 54,0

15 30 60 0,32 0,64 1,23 2,13 3,73 6,4 11,2 19,2 27,2 33,6 44,8 57,6

17,5 35 70 0,34 0,68 1,30 2,27 3,97 6,8 11,9 20,4 28,9 35,7 47,6 61,2

20 40 80 0,36 0,72 1,38 2,40 4,20 7,2 12,6 21,6 30,60 37,80 50,40 64,8

22,5 45 90 0,38 0,76 1,46 2,53 4,43 7,6 13,3 22,8 32,3 39,9 53,2 68,4

25 50 100 0,40 0,80 1,53 2,67 4,67 8,0 14,0 24,0 34,0 42,0 56,0 72,0

27,5 55 110 0,42 0,84 1,61 2,80 4,90 8,4 14,7 25,2 35,7 44,1 58,8 75,6

30 60 120 0,44 0,88 1,69 2,93 5,13 8,8 15,4 26,4 37,40 46,20 61,60 79,2

32,5 65 130 0,46 0,92 1,76 3,07 5,37 9,2 16,1 27,6 39,1 48,3 64,4 82,8

35 70 140 0,48 0,96 1,84 3,20 5,60 9,6 16,8 28,8 40,8 50,4 67,2 86,4

37,5 75 150 0,50 1,00 1,92 3,33 5,83 10,0 17,5 30,0 42,5 52,5 70,0 90,0

40 80 160 0,52 1,04 1,99 3,47 6,07 10,4 18,2 31,2 44,20 54,60 72,80 93,6

42,5 85 170 0,54 1,08 2,07 3,60 6,30 10,8 18,9 32,4 45,9 56,7 75,6 97,2

45 90 180 0,56 1,12 2,15 3,73 6,53 11,2 19,6 33,6 47,6 58,8 78,4 100,8

47,5 95 190 0,58 1,16 2,22 3,87 6,77 11,6 20,3 34,8 49,3 60,9 81,2 104,4

50 100 200 0,6 1,2 2,3 4,0 7,0 12,0 21,0 36,0 51,0 63,0 84,0 108,0

2,0 4,0 7,7 13,3 23,3 40 70 120 170 210 280 360

4,0 8,0 15,3 26,7 46,7 80 140 240 340 420 560 720

8,0 16,0 30,7 53,3 93,3 160 280 480 680 840 1120 1440

The spring size / travel is determined by the nominal

load (maximum load of the spring in N) and by the

nominal travel. A spring indicated by size 1-12

corresponds to the nominal load. The springs for the

hangers and supports are divided into eight basic sizes

for loads of 0,2 to 63kN. For these sizes there are three

nominal travels of 50, 100, 200mm.

The springs of further sizes of 11 and 12, for loads up to

108kN are available only for the nominal travel 50 and

100mm. The force-travel relations and spring stiffness for all

sizes are listed in table bellow. Load groups, determining the

connecting size of the rod (see the overview of production

group 8 – connecting elements), are stated in the bottom

line of table.

Spring Rate (N/mm)

Spring size selection to be made so, that the required

load for all support operating states shall be within the

spring load characteristics. Furthermore, keep of travel

reserve is necessary - 5mm to the upper and lower lift,

or 20 percent of operating hanger travel. In some

cases we recommend the load reserve to be 10% of

spring set load. Caution: risk of

complete hanger unload for the travels under label

spring "0mm" value, or blocking of spring hanger, for

the travels over maximum spring lift!

Spring Size

whereas Fh is the hot load and Fc cold load. Because of a

higher stiffness, springs of a lower travel results to higher

load changes, but their application is more economical

and practital due to lower built-in length and weight.

Selection of the nominal spring travel is limited by the

load deviation in range of a hot and cold state. The

condition of the load change is determined from:

dF = (Fh - Fc) / Fh < 25%

Travel Spring Size

Spring rates

Nominal Load FN (kN)

Load Group

Load kN

1 - 2

Deblocking and load adjustment

Hangers Type 1x2 are connected to rods screwed in upper

spring plate and turnbuckle on the lower connection side. For

load adjustment turnbuckle to be used.

Hangers Type 1x3 to be set on double beams and connected

to rod inserted through the hanger. For load adjustment use

rod nuts set on upper spring body. Hanger shall be attached to

structure from horizontal movements.

Hangers Type 1x4 to be connected to pipe support trapeze

beams type 341 via bolt connection. Bolt tightening torques

acc. to standards for steel structures. Hanger rod connected to

the turnbuckle. For load adjustment use turnbuckle.

Spring support Types 1x7 are set bellow the pipe support. A

proper position adjustment shall be checked. For load

adjustment turn the threaded support tube. Support shall be

attached to structure from horizontal movements.

Installation of spring hangers and supports shall be performed according to support manufacturer assembly

drawing for each hanger. Spring hangers/supports are supplied blocked and preset to the required load.

Before installation, the rods shall be cut to the required length, measured for each support at site. Positive

length allowace for rods set in turnbuckle shall be at least 0,5*nominal spring travel. After subsequent load

adjustment the mimimum rod overlap must be at least 0,5*M (see fig.). In case of spring hangers 1x2 the top

rod must be screwed into top plate to depth M and fastened down by safety nut.

100 - Installation

Deblocking of spring support shall be executed after pipe cleaning, pressure

test and insulating. Remove safety tape fastening the clusters inserted into

spring hanger. At right load setting, when spring and pipe loads are equal, the

blocking clusters may be put slightly out of hanger. If not, load shall be

readjusted turning span nuts or turnbuckle, to achieve the balance. After

deblocking, a cluster shall be fasten to hanger rod or support casing, using a

steel wire. It may be used for repetitionary pressure test.

M

M/2

M/2

M

1 - 3

Design:

Indication:

Group Travel Type Nom. Load

1 X 1 Fn

Travel overview: Nominal load:

1-nom. travel 50mm

2-nom. travel 100mm

3-nom. travel 200mm

Indication expample for spring nom. travel 200mm,

nominal load 7000N:

131-7000

Dimensions:

Nom. Spring Travel D L H d A m

load [N] size [mm] [mm] [mm] [mm] [mm] [kg] [kg]

111 50 140 228 4,2

121 600 1 100 108 235 323 12 / 12 70 5,4

131 200 453 538 8,3

111 50 140 228 4,4

121 1200 2 100 108 235 324 12 / 12 70 5,8

131 200 453 538 8,5

111 50 140 228 4,6

121 2300 3 100 108 235 324 12 / 12 70 6,1

131 200 453 538 9,5

111 50 169 273 6,1

121 4000 4 100 127 279 384 16 / 16 80 9,9

131 200 389 494 15,3

111 50 169 273 8,0

121 7000 5 100 133 279 384 16 / 16 80 11,3

131 200 499 594 16,4

111 50 215 336 15,0

121 12000 6 100 159 380 500 20 / 20 90 21,8

131 200 590 695 33,1

111 50 241 429 20,0

121 21000 7 100 159 386 573 24 / 24 110 27,0

131 200 666 823 40,2

111 50 292 475 40,8

121 36000 8 100 219 480 660 30 / 33 130 58,4

131 200 838 1010 93,1

111 50 393 594 76,1

121 51000 9 100 273 598 799 36 / 40 150 101,3

131 200 1009 1210 149,0

111 50 423 624 79,9

121 63000 10 100 273 614 814 36 / 40 150 107,9

131 200 1035 1236 172,3

111 50 425 655 96,3

121 84000 11 100 273 635 865 42 / 45 170 132,2

131 - - - -

111 50 477 712 156,0

121 108000 12 100 324 679 916 48 / 50 180 203,5

131 - - - -

Type

Variable spring hanger for weld on eye - rod connection

application to all hanger assemblies configuration.

Preferable use for hangers with short assembly length and

sesmic services. Load adjustment at site to be performed by

revolving the turnbuckle nut inside the spring casing .

Spring hangers Type 1 . 1

Do kódu označeníse uvede hodnotajmen. zatížení v (N).



Code letter - value of

nominal load in (N).

1 - 4

Design:

Indication:


1 X 2 Fn


1-nom. travel 50mm

2-nom. travel 100mm

3-nom. travel 200mm

Indication expample for spring nom. travel 50mm,

nominal load 12000N:

Dimensions:

Nom. Spring Travel D L H M m

load [N] size [mm] [mm] [mm] [mm] [mm] [kg]

112 50 140 158 3,9

122 600 1 100 108 235 253 12 5,1

132 200 453 468 8,0

112 50 140 158 4,1

122 1200 2 100 108 235 253 12 5,5

132 200 453 468 8,2

112 50 140 158 4,3

122 2300 3 100 108 235 253 12 5,8

132 200 453 468 9,2

112 50 169 193 5,6

122 4000 4 100 127 279 304 16 9,4

132 200 389 414 14,8

112 50 169 193 7,5

122 7000 5 100 133 279 304 16 10,8

132 200 499 514 15,9

112 50 215 246 13,9

122 12000 6 100 159 380 410 20 20,7

132 200 590 605 32,0

112 50 241 319 18,2

122 21000 7 100 159 386 463 24 25,2

132 200 666 713 38,4

112 50 292 345 37,7

122 36000 8 100 219 480 530 30 55,3

132 200 838 880 90,0

112 50 393 444 71,1

122 51000 9 100 273 598 649 36 96,3

132 200 1009 1060 144,0

112 50 423 474 74,9

122 63000 10 100 273 614 664 36 102,9

132 200 1035 1086 167,3

112 50 425 485 88,3

122 84000 11 100 273 635 695 42 124,2

132 - - -

112 50 477 532 144,0

122 108000 12 100 324 679 736 48 191,5

132 - - -


Type

Variable spring hanger for rod-rod connection application

to all hanger assemblies configuration. Bolting depth of

threaded rod to upper hanger casing plate shall be equal to

rod diameter. Load adjustment at site to be performed by

revolving the turnbuckle nut inside the spring casing. For

nominal travels over 200mm the use of second turnbuckle

in hanger rod recommended.

122-12000




1 - 5

Design:

Indication:


1 X 3 Fn


1-nom. travel 50mm

2-nom. travel 100mm

3-nom. travel 200mm

For position fixing, hanger to be

bolted to structure. Dimensions of the plate

equal to spring support type 1x7.

Dimensions:

Nom. Spring Travel D L H R M m

load [N] size [mm] [mm] [mm] [mm] [mm] [kg] [kg]

113 50 140 210 4,2

123 600 1 100 108 235 357 60 12 5,7

133 200 453 675 9,8

113 50 140 210 4,3

123 1200 2 100 108 235 357 60 12 6,1

133 200 453 675 10,3

113 50 140 210 4,6

123 2300 3 100 108 235 357 60 12 6,4

133 200 453 675 11,0

113 50 169 238 7,5

123 4000 4 100 127 279 400 80 16 11,3

133 200 488 711 14,2

113 50 169 238 8,4

123 7000 5 100 133 279 400 80 16 12,6

133 200 498 721 18,9

113 50 215 290 12,6

123 12000 6 100 159 380 508 90 20 14,4

133 200 590 817 30,1

113 50 241 316 16,2

123 21000 7 100 159 386 516 90 24 23,2

133 200 666 888 36,2

113 50 292 368 39,3

123 36000 8 100 219 477 608 120 30 56,4

133 200 839 1072 87,6

113 50 349 435 72,3

123 51000 9 100 273 554 690 160 36 96,1

133 200 964 1200 143,4

113 50 359 445 75,6

123 63000 10 100 273 569 705 160 36 101,4

133 200 990 1226 153,1

113 50 370 457 85,0

123 84000 11 100 273 580 717 160 42 117,5

133 - - - -

113 50 465 520 140,0

123 108000 12 100 324 667 752 180 48 188,2

133 - - - -

Spring hangers Type 1 . 3Spring hanger to be placed on two U-channels, use for hangers with short assembly length.

Standard design to be used for rod angulation less than 2°. For higher angulations the type

1x3.A shall be specified. Load adjustment by hexagonal nuts on rod at the top of spring hanger.

Square plate delivered with hanger, bolting shall be additionally specified.

Type





1 - 6

Design:

Indication: Indication expample for spring nom. Travel 50mm,

Group Travel Type Nom. Load nominal load 2300N (load on ONE hanger):

1 X 4 Fn

Notes:

Loads to be specified

as sume for both two rods.

Tabled weight for one

spring without beams.

Springs of Type 1x4A

are equipped with

spherical washers

inside the can, for

higher rod angulations.

Dimensions:

Nom. Travel A U R Emin/max G / W M / db m

load [N] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [kg]

114 50 41 4,1

124 600 100 75 80 80 300-1000 8 / 88 5,3

134 200 80 8,2

114 50 41 4,3

124 1200 100 75 80 80 300-1000 8 / 88 5,7

134 200 80 8,4

114 50 41 4,5

124 2300 100 75 80 80 300-1000 8 / 88 6,0

134 200 80 9,4

114 50 63 6,1

124 4000 100 75 100 105 350-1200 10 / 110 9,9

134 200 185

114 50 63 6,6

124 7000 100 75 100 105 350-1200 10 / 110 10,8

134 200 185

114 50 65 14,6

124 12000 100 80 120 120 400-1500 12 / 122 11,5

134 200 195

114 50 66 17,6

124 21000 100 85 140 135 400-1500 12 / 132 24,8

134 200 195

114 50 77 39,6

124 36000 100 90 160/180 165 500-2000 16 / 146 54,0

134 200 100

114 50 80 69,7

124 51000 100 95 180/200 205 700-2000 20 / 160 91,3

134 200 100 132,4

114 50 80 80,9

124 63000 100 100 200/240 210 700-2000 20 / 170 110,7

134 200 110 166,9

114

124 84000 11

134

114

124 108000 12

134

M36

M24x70

M16

M10x40


M12 M8x35

Type

M12 M8x35

M36

M30x80

M30

M20x65

M12 M8x35

only for special cases - on demand

M20

M12x50

M24

M16x60

only for special cases - on demand

M16

M10x40

114-2300

Spring hanger for double rod assemblies of vertical piping, connection to threaded rod. Hangers

connected to beams type 341. Standard design to be used for rod angulation less than 2°. For

higher angulations the type 1x4.A shall be specified. Load adjustment at site to be performed by

revolving the turnbuckle nut inside the spring casing.

1 - 7

Design:

Dimensions:

Nom. Travel D1 L H A B t m

load [N] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [kg]

117 50 50 140 175 5,1

127 600 100 50 236 270 6,9

137 200 50 454 490 8,6

117 50 50 140 175 5,3

127 1200 100 50 236 270 7,2

137 200 50 454 490 9,1

117 50 50 140 175 5,5

127 2300 100 50 236 270 7,5

137 200 50 454 490 10,2

117 50 90 170 210 9,7

127 4000 100 90 280 320 12,6

137 200 90 390 435 20,3

117 50 90 170 210 10,0

127 7000 100 90 280 320 13,3

137 200 90 500 545 23,3

117 50 90 209 250 14,1

127 12000 100 90 374 410 21,8

137 200 90 588 631 34,3

117 50 90 240 281 17,3

127 21000 100 90 377 420 22,8

137 200 90 660 702 42,3

117 50 100 293 355 45,2

127 36000 100 100 478 540 63,5

137 200 100 838 900 97,4

117 50 140 352 424 75,6

127 51000 100 140 557 635 97,4

137 200 140 967 1046 128,6

117 50 140 382 450 80,5

127 63000 100 140 572 651 110,0

137 200 140 993 1071 157,3

117

127 84000

137

117

127 108000

137

Height adjustment of supports depend on spring load preset.

Readjustment at site about 10-25mm.

On request

On request

335 240

22

22

140

335 240

12

194

200 140

270 18

200

10175

140 94

140 94

140 94

114

10

175

10

10

10

12

114

Standard delivery with steel

loading pad, adjustable by turning

for load setting. For pipe horizontal

movemensts over 10mm, Type

127T with PTFE sliding plate shall

be used. For position fixing,

support shall be bolted to the

structure via spring base plate.

Bolts shall be extra ordered and

specified.

Spring support Type 1 . 7

Type

1 - 8

Overview

Application

For direct hanging of pipes DN10 - DN32 through U bolts (tmax=80°C)

For hanging of pipes up to DN80 and temperatures up to 150°C (without horiz. travels)

For hanger assemblies RH and SH according to assemblies overview

For conecting of spring hangers 1x4 and assembly SH acc. to assemblies overview

Application:

Installation:

Surface treatment:

As default, the beams are delivered with top coating.

Beams for small pipe dimensions are galvanized.

Type

311

321

334

341

Piping shall be placed as close to beam center as possible to prevent uneven rod loading. We recommend to keep the

support position in area of +/-0,2 * E from beam center, where E is hanger rods spacing. For hanger assemblies RH4-6

and SH11-19 beam shall be modified by welding a spherical plate type 932. Plate must be placed accurately in the

beam centre. The weldment of shoe to beam shall be made at site.

Beams of types 300 are designated for pipe support through sliding or weld-on support. Placing of shortened supports

of types 612A, 615 on beams is also possible. All supports must be welded to beams due to position securing. In case of

expansion or other pipe travel, the hanger rod deviation must occur, not pipe-on-beam drift. The weldment of shoe to

beam shall be made at site.

Firstly, the beams shall be connected to hanging rods, assembly plan according to connection elements 800. Beam

must be always in horizontal position regarding its longitudinal axis. Allowed deviation is 1%. Beams type 334 can be

used for sloped piping up to 45° pipe slope. Support shoes must be welded during installation according to assembly

drawing of hanger. After welding the repair coat must be applied. For humid conditions, the shoe and beam weld must

be enclosed. Piping must be placed so that rod hangers do not go through insulation.

300 - Beams

Beams and Trapezes

They are used as a rod connecting elements for double rod hanger

assemblies.

Beams are connected on rod hangers by clevis with pin (for type

334) or directly by threaded rod (type 311 and 321).

For hanger assemblies RH4-6, SH11-19 and similar it is possible to

use modified beam type 334.

Beams type 334 are welded, other types are designed for bolt

connection.

3 - 1

Beam for hanging of non-insulated piping DN 10 to DN32 by U bolts of type 701.

Hanger rods connection - threaded rods M10

Material groups:

S235 - group 1

galvanized

Indication:

Type Spac.

311 E

Indication example for:

spacing E=580

Dimensions:

d A B L t

10 52 9 35 3

Application:

Double rod assemblies beam for hanging of piping up to DN80.

Hanger rods connection - threaded rods M12.

Beam not intended for piping with horizontal movement excess 10mm.

Material groups:

S235JR - group 1

Surface treatment - top coating.

Indication:

Type Size Spac.

321 A E


A=80mm, spacing E=600mm

d2 A b t E=250 E=350 E=500 E=600 E=800 1000

14 60 25 6 1 1 0,8 0,7 0,5 -

14 80 32 8 1,5 1,5 1,2 1 0,8 0,6

Beam Type 321

0,5

m(kg)/100(mm)

Dimensions:

Beam Type 311

Application:

1

Fmax(kN)

E

240 to 1000 per 60

321-080-600

m(kg)/100(mm)

0,21

311-580

E

L

B

t

Ød

AxA

E

Ød2

AxA

Fmax

b

80

t

3 - 2

Double rod assemblies beam for hanging of piping of all dimensions.

Hanger rods connection - clevis with pin type 842.

Material groups:

S235JR - group 1


Indication:

Type Size Spac. M TU

334 U E 1 TU


size B=100, spacing E=600

load group 4

Main dimensions:

1 1 2 2 3 4 5 6 7 8

d1 14 14 18 18 22 26 35 42 47 52

A 144 150 150 160 190 200 230 270 310 320

B 65 80 80 100 120 140 160 200 220 240

C 50 50 60 60 70 80 80 100 100 120

H 145 155 170 190 225 260 300 370 400 440

T 10 10 10 10 16 16 20 20 25 25

2,1 2,3 2,5 2,9 5,9 6,8 11 17 27 29

Maximum beam load in dependance on spacing and size (kN):

U 65 80 80 100 120 140 160 200 220 240

d1 14 14 18 18 22 26 35 42 47 52

400 4 12,6 28,0 28 46 - - - - -

500 4 12,6 24,6 28 46 65 108 140 - -

600 4 12,6 20,5 28 46 65 108 140 170 220

700 4 12,6 17,5 27 40 57 99 127 162 199

800 - 12,6 15,4 24 35 50 87 111 142 174

900 - 12,6 14,5 22 33 47 82 104 134 164

1000 - 12,2 12,2 19 28 40 70 89 114 139

1100 - - - 17 26 36 63 81 103 126

1200 - - - 16 23 33 58 74 94 116

1300 - - - - - 31 54 68 87 106

1400 - - - - - 29 50 63 81 99

1500 - - - - - 27 46 59 75 93

Maximum load for pressure test in 1,5 multiple of maximum work load.

FmaxConnect. eye

Beam Type 334

334-100-600-4

Application:

kN

Load group

Connect. eye

Rod spacing E

m(kg)/100(mm)

Profil

E

B

A

Ød1

C

H

T

Fmax

3 - 3

Double rod spring assemblies beam for connecting on springs type 1x4. Connection to spring

body by fitted bolts. Bolting is part of beam delivery.

Material groups:

S235JR - group 1


Indication:

Type Size Spac. M TU

341 U E 1 TU


size B=140, spacing E=750

load group 4

Main dimensions:

TU U Emin Emax A B W G C M b

1 80 250 1000 E-160 15 88 8 25 8 35

2 100 300 1000 E-210 25 110 10 45 10 40

3 120 400 1000 E-240 30 122 10 55 12 50

4 140 500 1000 E-270 35 132 12 65 16 60

5 160 500 1200 E-350 35 146 16 75 20 65

6 200 600 1200 E-410 45 160 20 105 24 70

7 240 600 1200 E-420 55 170 20 125 30 80

Maximum load for pressure test in 1,5 multiple of maximum work load.

Beams for wider spacing E than noted above are supplied at request.

Spring hanger assemblies up to size 6 are delivered assembled with beams.

For sizes over 7, spring support beams are to assembly during installation.

Beam Type 341

0,9

1,1

1,34

m(kg)/100(mm)

7

Spring size

1 - 3

4 - 5

6

1,9

2,6

3,4

1,6

10

8

9

Application:

341-140-750-4

3 - 4

Overview

Rigid strut with ball rod-ends for transfer of tensile / compressive forces

Weld-on clevis for weld attachement of strut to steel structure

Dynamic clamp for strut attachement to horizontal piping DN>150

Light clamp for strut attachement to horizontal piping DN<150

Design

Installation

400 - Rigid struts

Type

411

440

420

423

Installation of pipe clamps type 420 must ensure that upper clamp nut does not "strangle" pipe and that suspension of

clamp nuts washers is allowed. Nuts shall be tightened only to seating and clearance adjustment, and must not be

preloaded!

Installation of clamps type 423 is the same as of clamps type 733. Nuts are manually tigtened to seating on clamps and

position determining. Afterwards they are tightened by spanner by 90°.

Rigid struts assemblies RS are guaranteed to keep clearance of pipe movement restraining direction under 0,5mm for

pins d≤33mm or 0,015*d for pins d>33mm.

Application

Struts of type 411 must be installed in position according to assembly drawing that allows 6° misalignment. Adjustment

bolts should be positioned approximately in middle distance of thread length. Strut shortening / lengthening is

performed by turning of strut pipe. After adjustment it is necessary to examine the screw depth through holes in pipe

and secure bolts by safety nut.

Clevis with pin type 440 is jointed to steel structure with fillet welds. Weld size is stated on assembly drawing of type RS.

Pin must be secured by cotter pin after installation.

Rigid struts type 411 are length adjustable by right-left bolts. Ball rod-end allows for ±6° of angular motion. Struts are

designed for static and cyclic stress, values stated in table are for 10000 cycles.

Clamps for pipe connection are designed for sustained static and occasional forces, in area of higher temperatures and

for material groups 3 and 4 it is necessary to multiply standard tabeled load for material group 1 by corrective factor

given in table.

Rigid struts

are designed to restrain pipe movements and retain

tensile / compressive forces in strut axis.

Use for retain dynamic and static forces. Their installation

also prevents emergence of dynamic forces and piping

vibrations.

Can be installed in horizontal or vertical direction.

Rigid struts type 411 can be also installed in pairs, in

assemblies similar to double rod hangers type RH2 and

RH3. We design such configurations upon request.

Load

Allowable clamp load Fmax

given in table relates to mat.

group 1 and temperature 80°C.

For different temperatures and

materials it is necessary to

multiply standard tabeled load by

correct. factor given in table.

Load








Load








4 - 1

Application:

Surface treatment:

Ball rod-end joints - galvanized

Tubular body - top coat

Indication:

Type DIM spacing

411 d B


d=20mm, spacing 980

Dimensions:

DIM d d1 A B C D E m (kg) Fmax [kN] FN [kN]

12 35 B-150 350-1000 10 60 32 9,0 7,6 7

17 47 B-180 400-1500 14 76 45 12,3 14,9 14

20 54 B-220 450-2000 16 89 53 16,7 21,0 21

25 65 B-250 500-2500 20 114 66 23,7 36,0 36

30 75 B-280 600-3000 22 140 75 39,9 51,0 51

40 94 B-300 800-4000 26 168 95 55,0 70,0 63

Approximate weights for 1 m.

Application:

Material: clevis S235JR, pin C35E.

Surface treatment: weldable primer coat

pin galvanized

Indication:

Type DIM

440 d

Dimensions:

DIM d R A B C E m (kg) Fmax [kN] FN [kN]

12 15 48 15 30 30 0,6 7,6 7

17 20 67 20 42 40 1,8 14,9 14

20 25 80 25 50 47 3,3 21,0 21

25 30 100 30 62 60 4,2 36,0 36

30 38 120 38 75 70 5,1 51,0 51

40 50 155 45 95 90 6,7 70,0 63

Strut with ball rod-ends for static or dynamic tension / compression forces. Connecting to clamp and weld-

on eye with pin. Ball rod-ends angle deviation ±6°. Length is adjusted by the strut rotation. Maintenance-free

design.

Spacing B can be adjusted by strut rotation in range ±50mm for dimensions 12-20 and in range ±75mm for dimensions

25-40. Minimum screw depth of adjustment screw is checked through holes on tube sides.

Spacing B can be selected arbitrary in aforesaid range. Different spacings are available upon request.

Clevis with pin for attaching of rigid struts type 411 on steel

structure by welded joint.

Rigid strut Type 411

Type no.

440-012

440-017

440-025

440-030

Type no.

411-012

411-017

411-020

411-025

411-030

411-040

440-040

411-020-980

Weld-on clevis Type 440

440-020

C

B

Ød

E

AA

R

Ød

C

d1

B

ØD

E

A

4 - 2

Surface treatment:

Primer coat

Indication:

Type DN DIM MAT

420 DN d MAT

Material groups MAT

S235JR - group 1

16Mo3 - group 3

10CrMo910 - group 4

Dimensions:

DIM D A B C d E M F Fmax [kN] FN [kN]

168,3 250 40 25 16 20 M16 25 14,9 14

219,1 335 40 25 16 20 M16 25 14,9 14

219,1 335 50 35 20 20 M20 40 21,0 21

273 350 40 25 16 20 M16 25 14,9 14

273 350 50 35 20 25 M20 40 21,0 21

323,9 380 40 25 16 20 M16 25 14,9 14

323,9 380 50 35 20 25 M20 40 21,0 21

355,6 400 40 25 16 20 M16 25 14,9 14

355,6 400 50 35 20 25 M20 40 21,0 21

406,4 450 50 35 20 25 M20 40 21,0 21

406,4 450 60 40 24 30 M24 50 36,0 36

508 500 50 35 20 25 M20 40 21,0 21

508 500 60 40 25 30 M24 50 36,0 36

Clamps for other pipe diameters and higher load values are supplied upon request.

For higher loads, clamps are provided with doubled U-bolts.

U-bolt is equipped with inlay sheet for transfering line load of pipe to area load.

For differential expansion of pipe and clamp diameter are U-bolts equipped with spring washers.

Upper nuts shall be tightened only to seating and must not be preloaded!

Application on insulated / non-insulated piping,

temperatures up to 580°C.

Pipe clamp for rigid strut assemblies transfering

dynamic tension / compression forces, for

DN>150.

420-400-020-M

420-250-020-M

420-300-020-M

420-350-016-M

420-350-020-M

420-200-020-M

420-400-025-M

420-500-020-M

420-300-016-M

420-250-016-M

Application:

420-500-025-M

Type no.

420-150-016-M

420-200-016-M

Dynamic clamp Type 420

ØD

A

M

B

d

C

E

F

4 - 3

Surface treatment:

Prime coat

Indication:

Type DN DIM MAT

423 DN d MAT

Material groups MAT

S235JR - group 1

16Mo3 - group 3

10CrMo910 - group 4

Dimensions:

DIM D A B C d H (width) M m (kg) Fmax [kN] FN [kN]

48,3 144 15 27 12 40 12 1,4

60,3 188 15 31 12 50 12 2,5

76,1 197 20 36 12 50 12 2,7

88,9 203 20 36 12 50 12 2,8

114,3 256 20 40 12 70 12 6,2

139,7 269 20 40 12 70 16 6,7

168,3 285 20 40 12 70 16 7,2


Pipe clamp for rigid strut assemblies transfering

dynamic tension / compression forces, for

DN≤150.

Application on insulated / non-insulated piping,


423-100-012-M

423-125-012-M

423-150-012-M

423-040-012-M

423-050-012-M

423-065-012-M

423-080-012-M

Type no.

Application:

7,6 7

Clamp Type 423

B

C

d

ØD

MA

4 - 4

Pipe clamp for gigid struts

assemblies for axial restrai-

nts of vertical / horizontal

piping.

Design for higher loads

upon request..

Application on insulated /

non-insulated piping,


Surface treatment:

Prime coat

Indication: Material groups MAT

Type DN DIM MAT S235JR - group 1

464 DN d MAT 16Mo3 - group 3

10CrMo910 - group 4

Dimension:

Do A B C dFmax

[kN]

168,3 120 E+70 206 60,3 46,5

219,1 150 E+90 255 76,1 54,0

273 180 E+90 315 88,9 52,0

323,9 240 E+100 365 114,3 67,5

355,6 260 E+100 400 139,7 66,0

406,4 280 E+100 445 139,7 86,5

508 300 E+130 552 168,3 95,5


Maximum load is tabeled only for information. Clamp special design is made for each application,

dimensions and loads.

Connection to rigid struts via clevis Type 440.

800-950 464-125-012-M

900-1100 464-150-012-M

550-800 464-250-E-M

600-850 464-300-E-M

700-900 464-100-012-M

Application:

E Type No.

500-650 464-150-E-M

500-700 464-200-E-M

Clamp Type 464

CB

A

ØDo

Ød

E

4 - 5

Overview

Application

Limitations

Installation

Surface treatment

Weld-on shoes are available in two surface treatment options:

System 1 - top coat + weldable prime coat in weld area

System 2 - galvanized + weldable prime coat in weld area

Type

Use of weld-on shoes and stanchions is limited by danger of crack initiation in shoe/pipe weld joint, which may

occur on piping with high operational temperatures. Different temperatures of pipe wall surface and shoe

causes high load gradients in weld area. Thereby use of weld-on shoes is limited for temperatures up to 150°C

and, considering another hazard effects, for low-pressure piping up to PN40. Weld joint can not be heat treated.

Position of weld-on shoe can not be adjusted after installation, therefore it is necessary to scale carefully the

shoe position before welding, especially with regard to assumed pipe movements in operational condition.

Shoes are welded by fillet welds according to assembly drawing. Welding method and plan is selected by

installing organisation according to relevant rules for piping installation - parts integrally connected to pipe wall.

Welds must be performed in such way that the residual tension in weld area is minimalized.

566

511

512

564

After welding it is necessary to perform surface treatment finishing - corrective prime coat and top coat in weld

area.

SS - sliding support, equal height design

SS - sliding support, equal height design

Telescopic stanchion - sliding / fixed

Telescopic dummy legs - sliding / fixed

500 - Weld-on shoes

Application of weld-on shoes is convenient especially for operations in corrosive enviroments,

for outdoor or subterranean piping. Use of clamp supports of type range 600 in such cases

leads to moisture condensation and water retention in interstice between clamp and pipe, with

consequential corrosive damage of pipe wall. Pipe shoes of type range 500 are welded to pipe

wall by enclosed weld and after surface treatment the joint remains protected from corrosive

damage.

Weld-on shoes are designed for use as an individual sliding supports or guidance for small

horizontal load.

5 - 1

Material groups:

S235JR group 1

P265GH group 2

1.4301 group 6

Indication:

Type DN Height Mat.

511 DN H M

Indication example for :

DN 50 equal height type, mat. group 2:

H m (kg) Type no.Fmax

(kN)

50 155 2,4 511-050-155

65 165 2,4 511-065-165

80 170 2,4 511-080-170

100 200 4,5 511-100-200

125 220 4,6 511-125-220

150 240 4,7 511-150-240

200 290 5,1 511-200-290

Weld-on sliding support for low loads. Type 511 can not be used for pipe guiding.

Support application only for low pressure piping (PN≤40) with temperatures up to 150°C.

Options:

511.T support shoe with stainless steel plate for PTFE sliding base

511.P

511 T/.P DN H M

511.G support shoe with weld on stops, used on beam flanges

for order specify dim. x

511 G DN H M X

Type 521 Type 531

Lateral guide supports normal, with stainless steel plate or PA plate.

Dimensions same as type 511. Height H is the support height.

Indication example for type 521, DN100, high type, material S235:

521 100 400 1

support height = 2*H

Dimensions:

L

4

B a

511-050-155-02

Application:

DN A

100

80

Max. allowable loads are stated for 80°C. For higher temperatures, muliply by factors given in

table A - overview.

support shoe with PA plate for galvanized structures

Equal height type

40 200 1,3

1,750

3

250

Weld-on shoe Type 511

H

A B

L

a

X

5 - 2

Material groups:

S235JR group 1

P265GH group 2

1.4301 group 6

Indication:

Type DN Height Mat.

512 DN H M


DN 200, mat. group 1:

DN A B a L H m (kg) Type no. Fx (kN) Fy (kN) Fz (kN)

200 160 290 10,0 512-200-290 7,3 7,3 49,0

250 200 330 13,3 512-250-330 9,8 9,8 65,3

300 200 380 18,0 512-300-380 9,8 9,8 65,3

350 220 400 23,5 512-350-400 11,0 11,0 73,4

400 240 430 27,2 512-400-430 12,2 12,2 81,6

500 260 500 32,3 512-500-500 13,5 13,5 89,8

600 270 560 43,3 512-600-560 14,1 14,1 93,8

700 290 630 52,8 512-700-630 15,3 15,3 102,0

800 320 700 60,0 512-800-700 17,1 17,1 114,2

Sliding support for medium loads. May be used as pipe guide for horizontal forces.


Options:

512.T support shoe with stainless steel plate for PTFE sliding base

512.P support shoe with PA plate for galvanized structures

512 T/.P DN H M

512.G support shoe with weld on stops, used on beam flanges


512 G DN H M X

512-200-290-01

50 3

4

5

300

350

500

Application:

70

100

Max. allowable loads are stated for 80°C. For higher temperatures, muliply by factors given in

table A - overview.

For thin-wall pipes above DN500 and for piping operating in underpressure area, strength

check of pipe wall thickness must be performed.

Weld-on shoe Type 512

a

B

H

A L

X

5 - 3

Material groups:

S235, P235GH group 1

1.4301 group 6

Indication:

Type DN Height Mat.

564 DN H M


DN 500 H=890, mat. group 1:

DN A B D1 D2 db C Type no. tFmax

(kN)m (kg) Hmin - max

200 564-200-H 10 10 11 300-1200

250 564-250-H 10 10 11 300-1200

300 564-300-H 12 12 16 350-1500

350 564-350-H 12 12 16 350-1500

400 564-400-H 14 20 45 500-2000

500 564-500-H 14 20 45 500-2000

600 564-600-H 14 20 45 500-2000

700 564-700-H 16 30 95 600-2000

800 564-800-H 16 30 95 600-2000

Weights given in table are orientation for height Hmin.

Weld-on sliding or anchoring support for medium load. Sliding support option with PTFE plate

is marked 564.T.


Maximum loads stated in table are for orientation only and are dependent on specific application cases.

Options:

564.T

200

Application:

440

160

200

140

159

240300

168

127 18

22

356

Option of height adjustment during installation - welding of pipes. Height adjustment range considerating

given dimension H is circa +/-50mm for DN200-350 and +/-100mm for DN350-500.

564-500-890-1

250

219

32

194

360

Base plate with stainless steel plate for PTFE sliding bases. Assembly must be supplemented

with sliding plate type 960.

Stanchion Type 564

324 350

160

180

22026

B

A

Ødb

H

ØD2

ØD1a

t

C

a

5 - 4

Material groups:

S235, P235GH group 1

1.4301 group 6

Indication:

Type DN Height R Mat.

566 DN H R M


DN 250 H=760, R=381, mat. group 6:

DN A B D1 D2 db R Type no. tFmax

(kN)m (kg) Hmin - max

100 152 566-100-152-H 8 3 3 300-800

125 190 566-125-190-H 8 3 3 300-800

150 229 566-150-229-H 8 3 3 300-800

200 305 566-200-305-H 10 10 7 300-1000

250 381 566-250-381-H 10 10 7 300-1000

300 457 566-300-457-H 12 12 10 350-1200

350 533 566-350-533-H 12 12 10 350-1200

400 610 566-400-610-H 14 20 15 350-1200

500 750 566-500-750-H 14 20 15 400-1500

600 900 566-600-900-H 14 20 15 400-1500

Weights given in table are orientation for Hmin height .

Weld-on sliding or anchoring support for pipe elbow R=1,5D. Sliding support option is marked 566.T.


Supports for other elbow diameters of welded segment curves are supplied upon request.

Maximum loads stated in table are for orientation only and are dependent on specific application cases.

Options:

566.T

Application:

250

127

26200 159 168

140 22

160 120 114 127 18

130 100 1476 89

566-250-760-381-6

Base plate with stainless steel plate for PTFE sliding bases. Assembly must be supplemented

with sliding plate type 960.

Option of height adjustment during installation - welding of pipes. Height adjustment range considerating

given dimension H is circa +/-50mm for DN100-350 and +/-100mm for DN350-500.

200 160

Dummy leg Type 566

ØD1

ØD2

H

a

Ød2

t

B

A

R

5 - 5

Overview of the support types

TypeTemp

(°C)DN

611 .1/.2

-

.T/.P 580 25-200

612 - - .T 350 50-800

612-A - - .T 350 50-800

613 - - .T 350 50-800

614 .1/.2

-

.T/.P 580 50-800

615 - - .T 580 25-200

661

662 .1/.2

-

.T/.P 500 25-200

663

664 .1/.2

-

.T/.P 580 50-800

652 .2/.3 - 350 50-500

Supports height - supports of fix height - height for one DN is not identical among the types.

Type 611, 612, 613

- support of "equal height" - supports of different types and identical DN have

equal height

Type 611, 614, 615, 652

- support of optional height - support height can be specified.

Type 614, 615

- height-adjustable supports - height can be adjusted at assembly in particular

interval.

Type 661, 664

Insulation thickness

Type Low

Equal

Height Type

Fix

Height Type

Fix

Height Type

Equal

Height High Type

Equal

Height

40 80 - - - - -

60 100 40 - 100 120 100

80 120 40 80 120 220 120

- 160 40 100 160 260 160

- - 60 160 200 320 200

1, 3, 6

1, 6

Height-adjustable - SS - sliding support, GS and PTFE sliding design

(in comb. with 950-956 and 960-966)

FP - fix point, "equal height" design. Optionally 2- or 3- clamp type.

SS - sliding support, GS - guide and the PTFE sliding design (in comb.

with GP of the 950-952 and 960-962 type)

SS - sliding support for double-rod hangers and spring supports, "equal

height" design





Piping supports

Supports are used for sliding or restraint applications and for setting

onto the trapese beams of double horizontal hangers. The 652 type can

be used as a fix point, also for moment transfer loading components.

The supports of the 600 group are not assembled to the piping by

welding. The insulation thickness range is limited by the support

height.

1

1, 2, 3, 4, 6

DN

Max. recommended insulation thickness (mm)

SS - sliding support for double-rod hangers and spring supports, "equal

height" design

Height-adjustable - SS - sliding support, the PTFE sliding design (in

comb. with GP of the 960-962 type)

600 - Supports

Design Material groups

1, 3, 4, 6

1

1

Application

SS - sliding support, low design or "equal height" design

100-200

250-500

661

662

663

664

613

600-800

611

652

614

615612

1, 3, 4, 6

1,3,6

25-40

50-80

6 - 1

When setting the piping onto steel structure, it is possible to accept a local reduction of insulation thickness

in particular cases. Application of the supports for a particular insulation thickness shall be approved.

By supports of 612 and 613 types, the sleeve profile can overlap the insulation - see pages 6.4, 6.5, 7.2.

Type 6xx.xT -

Type 6xx.xP -

Surface treatment

Indoor application / insulated piping - prime coat

Outdoor application / uninsulated piping - touch-up coat

Outdoor application, insulated / uninsulated piping - galvanised

According to the requirements it is possible to deliver galvanised or zinc-coated supports.

The way of the surface treatment shall be stated in the order specification.

600 - Supports

Loads

The maximum allowable load of supports is stated in the catalogue pages in the horizontal axis and for vertical direction.

Allowable load in vertical directions Fmax relates to the CS basic material S235, at temperature of 80°C. Loads for different

operating temperatures and materials shall be multiplied by correction factors according to the following table. Loads in

horizontal direction are determined from frictional force between the clamp and the piping wall. In cases of addiditonal

horizontal loads, an extra load evaluation from manufacturer is necessary. Fx direction is equal to the piping axis, direction Fy

element upright to the piping axis.

with a stainless-steel, polish-

ed plate at the support base,

to be used in combination

with the PTFE sliding plates

GP.

with a polyamide plate at the

base - to be used on sup-

ports without any base plates.

The clamp supports are supplied in two basic

designs – inclined or straight pipe clamp.

According to the requirements of the sliding

friction between the support and the base, it

is possible to choose a type with the stainless-

steel of poly-amide plate at the support shoe.

To limit vertical shifts of the supports on the

structure beams, it is possible to use a

restraint plate welded at the bottom of the

base – design G. Production designs are

distinguished by a sign behind the first three

numbers of the type code.

Type6xx.1 - inclined

clamp type

The support can be placed

under the piping, which is

fixed in a assembly height.

Type 6xx.2 - horizontal

clamp type

The piping to be put onto a

fixed support.

Connection to structure - supports

of the 611, 614, 661- 665 types may

be connected to the structure via

bolting clamps of the 971 type.

Note

Correction factors for the

temperature relate to the

vertical loads only. For

horizontal direction the

allowable values are

identical for all tempe-

ratures.

6 - 2

Indication:

Type Option DN Height Mat.

611 see DN H M

Indication example for

DN 50, higher type, mat. gr.3:

Material groups:

S235JR Gr.1

16Mo3 Gr.3

10CrMo910 Gr.4

1.4301 Gr.6

H m (kg) H m (kg)

25 33,7 83 2,0 100 2,1

32 42,4 88 2,1 120 2,2

40 48,3 91 2,1 122 2,3

50 60,3 118 3,8 155 3,9

65 76,1 126 3,9 165 4,0

80 88,9 132 4,1 170 4,1

100 114,3 167 7,6 200 8,4

125 139,7 179 8,0 220 9,0

150 168,3 194 8,6 240 9,7

200 219,1 219 9,6 290 11,2

250 273 260 18,2 330 20,7

300 323,9 300 19,9 380 22,7

Sliding support for low loads. Type 611 not recommended for use as pipe guide.

Low height type - for material groups 1 and 6 only.

Max. allowable loads are stated for 80°C. For higher temperatures, muliply by factors given in table 2.

Other heights H on request.

Options:

6x1.xT support with stainless steel sliding plate for PTFE base plates

6x1.xP support with polyamide base plate for galvanized steel

structures ( tmax=300°C)

611 .1/.2 .T/.P DN H M

6x1.xG support shoe with weld on stops, used on beam flanges


611 .1/.2 .G DN H X

Type 621 Type 631 Type 641

Lateral guide supports normal, with stainless steel plate or PA plate.

Dimensions same as type 611. Height H is the support height.

Indication example for type 631, DN100, equal height, material 16Mo3:

631 100 400 3

support height = 2*H

Fz (kN)

Higher type

Sliding support Type 611

1,3

611.1-050-155-03

80

30 200

40

Dimensions:

DN Do A B L

2,0200

Application:

50

150 60

250 2,8

300 4,5

100

60

Low type

611.2

A

H

611.1

L

B

Do

X

6 - 3

Material groups:

S235JR Gr. 1

Indication:

Type Option DN

612 .T.G DN

Indication example for 612A type,

DN100, low friction SS plate:

DN Do A B L H m (kg) Type No. Fz (kN) L m (kg) Type No. Fz (kN)

50 60,3 50 68 2,7 612.x-050 8,1 1,2 612A.x-050 5,8

65 76,1 65 75 3,2 612.x-065 8,1 1,4 612A.x-065 5,8

80 88,9 65 86 3,3 612.x-080 8,1 1,5 612A.x-080 5,8

100 114,3 80 101 5,9 612.x-100 20,6 3,0 612A.x-100 12,2

125 139,7 80 115 6,4 612.x-125 20,6 3,2 612A.x-125 12,2

150 168,3 100 132 7,4 612.x-150 39,2 3,7 612A.x-150 19,6

200 219,1 140 160 11,1 612.x-200 49,0 5,5 612A.x-200 24,5

250 273 140 191 14,3 612.x-250 59,2 7,1 612A.x-250 29,6

300 323,9 160 219 16,4 612.x-300 59,2 8,1 612A.x-300 29,6

350 355,6 160 236 18,1 612.x-350 59,2 9,5 612A.x-350 29,6

400 406,4 200 269 28,4 612.x-400 83,2 14,7 612A.x-400 41,6

500 508 200 325 33,0 612.x-500 83,2 16,5 612A.x-500 41,6

600 609,6 240 386 78,6 612.x-600 139,9 39,2 612A.x-600 70,0

700 711,2 240 440 92,8 612.x-700 139,9 43,4 612A.x-700 70,0

800 812,8 240 495 94,6 612.x-800 139,9 47,3 612A.x-800 70,0

Type 612 - Sliding support for middle loads. May be used as pipe guide for low lateral forces.

Option .T - support shoe with stainless steel sliding plate for PTFE base plates.

Supports type 612 are used for common applications to 200-300°C, limited to insulation thickness.

Type 612A - used as sliding support or support for double rod hanger beam trapezes or spring supports.

Normal design or option .T with stainless steel sliding plate.

Options:

Type

6x1.xT support shoe with stainless steel sliding plate for PTFE base plates

612 .T DN

Type support shoe with weld on stops, used on beam flanges

612.G for order specify dim. x

612 .G DN X

Type lateral guide supports, normal or .T options

622 derived from 612 and 612A types

for order specify dimension 2*H


50

612AT-100

500

100

Type 612A

150300

120

350

200

250

Type 612

40

60

70200

100 250

L

612

B

Do

A

H

B

L

612A2*H

X

6 - 4

Material groups:

S235JR Gr. 1

Indication:

Typ Var. DN

613 .T.P.G DN


DN100, mat. group 1

DN Do A B L H m (kg) Type No. Fz (kN)Insul.

(mm)

100 114,3 80 143 7,2 613.x-100 20,6 60

125 139,7 80 157 7,6 613.x-125 20,6 60

150 168,3 100 182 9,9 613.x-150 39,2 80

200 219,1 140 226 13,0 613.x-200 49,0 100

250 273 140 257 16,5 613.x-250 59,2 100

300 323,9 160 293 19,1 613.x-300 59,2 100

350 355,6 160 310 21,2 613.x-350 59,2 100

400 406,4 200 359 33,3 613.x-400 83,2 120

500 508 200 431 36,6 613.x-500 83,2 140

600 609,6 240 491 88,7 613.x-600 139,9 160

700 711,2 240 546 96,9 613.x-700 139,9 160

800 812,8 240 601 104,7 613.x-800 139,9 160

Options:

Type

613.T support shoe with stainless steel sliding plate for PTFE base plates

613.P support shoe with polyamide base plate for galvanized steel

structures ( tmax=300°C)

613 .T/P DN

Type support shoe with weld on stops, used on beam flanges

613.G for order specify dim. x

613 .G DN X

Type lateral guide supports, normal or .T options

623 derived from type 613.

Dimensions same as type 613.


500

350

250

300

50

Type 613 - Sliding support for middle loads. May be used as pipe guide for small lateral forces. For thicker insulations,

where using of type 612 is not possible. Maximum insulation thickness stated in right column. Minimum insulation

thickness to cover the clamp metal plate is stated in section 7 of the catalogue - clamps type 712.

60

70

613-100

100

Do

H

A L

613B

2*H

X

6 - 5

Material groups:

S235JR group 1

16Mo3 group 3

10CrMo910 group 4

1.4301 group 6

Indication:

Type Option DN Height Mat.

614 see DN H M

Options:

.1 / .2 horiz. / inclined clamp

.xT/.xP SS / PE plate on shoe

.P - for material group 1 and 6 only

H m (kg) Type No. Fz (kN) H m (kg) Type No. Fz (kN)

50 60,3 70 155 3,5 614.x-050-155 6,1 180 3,7 614.x-050-180 4,5

65 76,1 75 165 3,7 614.x-065-165 7,1 190 4,0 614.x-065-190 5,4

80 88,9 75 170 3,9 614.x-080-170 7,1 242 4,7 614.x-080-242 4,3

100 114,3 100 200 8,2 614.x-100-200 18,4 257 9,4 614.x-100-257 13,9

125 139,7 120 220 9,6 614.x-125-220 24,5 290 11,2 614.x-125-290 19,8

150 168,3 140 240 10,9 614.x-150-240 35,7 304 12,6 614.x-150-304 32,3

200 219,1 160 290 15,0 614.x-200-290 49,0 350 16,9 614.x-200-350 45,0

250 273,0 200 330 19,2 614.x-250-330 65,3 436 23,9 614.x-250-436 60,1

300 323,9 200 380 21,7 614.x-300-380 65,3 472 26,2 614.x-300-472 57,3

350 355,6 220 400 29,3 614.x-350-400 73,4 538 34,9 614.x-350-538 62,2

400 406,4 240 430 40,7 614.x-400-430 81,6 565 48,0 614.x-400-565 72,4

500 508,0 260 500 43,8 614.x-500-500 89,8 616 53,5 614.x-500-616 81,6

600 609,6 270 560 103,2 614.x-600-560 93,8 660 114,3 614.x-600-660 85,7

700 711,2 290 630 116,1 614.x-700-630 102,0 730 127,7 614.x-700-730 92,4

800 812,8 320 700 130,2 614.x-800-700 114,2 800 142,6 614.x-800-800 105,2

Max. insulation thickness for 614 type:

DN 50- 100- 200- 350- 600-

Design -80 -150 -300 -500 -800

Equal height 100 120 160 200 220

High 140 180 220 300 340

Options:

614.xT support shoe with stainless steel sliding plate for PTFE base plates

614.xP support shoe with PE for use on galvanized structures

(for temperatures up to 300°C)

614 .1/.2 T/P DN H M

Type 624 Type 634 Type 644

Lateral guide supports, normal or .T / .P. options, derived from 614 type.

For order specify dimension 2*H.

Indication example for 634 type, DN200, high design, matr. 1.4301:

Type DN 2*H Mat.

644 200 700 6

shoe dist. = 2*H

350

Equal height design

500

L

200

DN Do A B

50

60

40

70

100

250

300


High design

Typ 614 - Sliding support for medium loads. May be used

as pipe guide for low lateral forces. High design may be

ordered for non standard heights. Option .T - support shoe

with stainless steel sliding plate for PTFE base plates.

Option .P - support shoe with PE plate.

614.2

H

A

614.1

Do

L

B

2*H

H2*H

6 - 6

Material groups:

S235JR group 1

16Mo3 group 3

10CrMo910 group 4

1.4301 group 6

Indication:

Type Opt. DN Height Mat.

615 .T.P DN H M


DN125 var.T, mat. group 1:

DN Do A B L H m (kg) Type No. Fz (kN)

25 33,7 100 1,0 615.x-025-100 1,1

32 42,4 120 1,1 615.x-032-120 1,5

40 48,3 122 1,1 615.x-040-122 1,7

50 60,8 155 2,1 615.x-050-155 2,8

65 76,1 165 2,2 615.x-065-165 3,8

80 88,9 170 2,3 615.x-080-170 4,8

100 114,3 200 4,6 615.x-100-200 7,9

125 139,7 220 4,9 615.x-125-220 10,8

150 168,3 240 6,4 615.x-150-240 14,3

200 219,1 290 7,2 615.x-200-290 21,5

Note:

Options:

615.xT support shoe with stainless steel sliding plate for PTFE base plates

615.xP support shoe with PE for use on galvanized structures


615 T/P DN H M

30

40

60

50

100

120

150

615.T-125-220-1

When used on beam for double rod hanger trapeze, the support is welded to beam due to position securing. Support

must not be welded to spring supports. For horizontal shifting more than 15mm at VS assembly we reccomend usage of

option .T and spring support with PTFE base plate.

150

80

100


Sliding support for light loadings. Can

not be used for pipe guiding. Suitable

for double rod hangers

or spring supports.

Heights H responses to equal height

model, delivery of other H dimensions

is also possible.

Option .T for PTFE base plates. Option

.P for support shoe with PE plate.

Do

A

H

L

615 B

6 - 7

Material groups:

S235JR group 1

16Mo3 group 3

10CrMo910 group 4

1.4301 group 6

Indication:

Type Opt. DN Mat.

661 .T.P.G DN M


DN40, height 100, PA plate,

mat. group 1:

DN Do A B L Hmin Hmax Type No. m (kg) Fz (kN)

25 33,7 80 115 661.x-025-H 2,7

32 42,4 96 138 661.x-032-H 3,0

40 48,3 98 140 661.x-040-H 3,0

50 60,8 124 178 661.x-050-H 5,1

65 76,1 132 190 661.x-065-H 5,3

80 88,9 136 196 661.x-080-H 5,5

100 114,3 160 230 661.x-100-H 10,8

125 139,7 176 253 661.x-125-H 11,6

150 168,3 192 276 661.x-150-H 12,5

200 219,1 232 334 661.x-200-H 14,4

Type 661 - sliding support vertically adjustable by bolts during installation.

Height range Hmin-Hmax according to table.

Material groups:

S235JR group 1

16Mo3 group 3

1.4301 group 6

Indication:

Type Opt. DN Mat.

662 .T/.P DN M


DN65, height 140

mat. group 3:

Type 662 - sliding support vertically adjustable by base welding during installation.


Dimensions and weights identical with type 661.

Options:

661/2.T support shoe with stainless steel sliding plate for PTFE base plates

661/2.P support shoe with PE for use on galvanized structures


661/2 T/P DN H M

Typ support with lugs to secure position on the beam

661/2.G dimension x is to specify during order

661/2 .G DN H M X

200

661.P-40-100-1

60 0,5

1,0

100 1,250 250

30

662-65-140-3

80 40 200



LA

Do

H

661B

662

A L

B

H

Do

X

6 - 8

Material groups:

S235JR group 1

16Mo3 group 3

1.4301 group 6

Indication:


664 .T.P DN H M


DN350, height 380, mat. group 3:

DN Do A B L Hmin Hmax Type No. m (kg) Fz (kN)

50 60,3 70 125 185 664.x-050-H 6,5 7

65 76,1 75 135 195 664.x-065-H 6,6 7

80 88,9 75 140 200 664.x-080-H 6,5 7

100 114,3 100 170 230 664.x-100-H 13,1 10

125 139,7 120 190 250 664.x-125-H 13,6 10

150 168,3 140 210 270 664.x-150-H 14,1 10

200 219,1 160 250 330 664.x-200-H 19,7 18

250 273,0 200 290 370 664.x-250-H 21,6 18

300 323,9 200 340 420 664.x-300-H 25,6 18

350 355,6 220 360 440 664.x-350-H 37,7 28

400 406,4 240 380 480 664.x-400-H 44,2 28

500 508,0 260 450 550 664.x-500-H 47,9 40

600 609,6 270 510 610 664.x-600-H 68,8 40

700 711,2 290 580 680 664.x-700-H 73,9 62

800 812,8 320 650 750 664.x-800-H 80,0 62

Type 664 - sliding support vertically adjustable by bolts during installation.


Material groups:

S235JR group 1

16Mo3 group 3

1.4301 group 6

Indication:


665 .T.P DN H M


DN150, height 200, mat. group 1,

PA base plate:

Type 665 - sliding support vertically adjustable by base welding during installation.


Dimensions and weights identical with type 664.

Options:

664/5.T support shoe with stainless steel sliding plate for PTFE base plates

664/5.P support shoe with PE for use on galvanized structures


664/5 T/P DN H M

200

50

60

100

665.P-150-200-1

500

70350

300

250

664-350-380-3



40

H

A

Do

L

665 B

A

H

Do

L

664B

6 - 9

Material groups:

S235JR group 1

1.4301 group 6

Indication:

Type Opt. DN Mat.

652/3 .1/.2 DN M


DN 150, double clamp weld.:

652 653 652 653

L1 L2 m (kg) m (kg)

50 125 155 4,7 6,6 652.x-050-155 5,8 2,8 18,2

65 140 165 4,5 7,1 652.x-065-165 5,8 3,2 18,2

80 150 170 5,2 7,8 652.x-080-170 5,8 3,4 25,8

100 190 200 8,3 14,0 652.x-100-200 8,9 5,4 30,9

125 225 220 10,3 15,5 652.x-125-220 8,9 5,5 30,9

150 245 240 12,0 19,0 652.x-150-240 9,2 6,3 54,9

200 310 290 16,4 24,7 652.x-200-290 9,2 6,5 58,0

250 360 330 26,8 40,0 652.x-250-330 12,2 9,3 68,7

300 440 380 36,0 54,0 652.x-300-380 12,2 9,0 68,7

350 460 400 37,7 56,5 652.x-350-400 12,2 9,4 68,7

400 515 430 53,1 79,6 652.x-400-430 24,6 19,4 119,8

500 630 500 64,6 97,0 652.x-500-500 24,6 19,8 119,8

Typ 652 / 653 - Fix point for heavy load. May be used as a pipe guide.

x - pipe axis direction, y - horizontal direction perp. to pipe axis, z - vertical direction

Legend of CS directions for fix point orientation acc. to picture.

Load values Fy are listed for application as sliding support with guiding.

Maximum load values listed for temperature 80°C and type 652.

For type 653, Fmax values are multiplied by 1,5.

Tabbled values are stated for fix point without pipe lugs.

Allowable load values in x and y direction can be incerased by lugs usage.

Maximum values and lug design on request.

Options:

Pipe lugs for safe fixation of axial forces.

Pipe lugs for safe fixation of axial turning moments.

280 420

160

120

240 360

240

Fx (kN) Fy (kN)H Type No.A

180

652.1-150-240

DN Fz (kN)

If the fix point is welded or bolted to base, then maximum load value of horizontal forces is

double of value listed in table.

Fix point Type 652/653

L1

652

H

A L2

653

6 - 10

Material groups:

S235JR group 1

1.4301 group 6

Indication:

Type DN Mat.

680 DN M

DN Do A B C W M Shift x/y (mm) H m (kg) Fz (kN) Type No.

50 60,3 160 260 70 220 7,2 2,1 680-050

65 76,1 160 260 70 230 7,4 2,1 680-065

80 88,9 160 260 70 240 7,5 2,1 680-080

100 114,3 230 350 100 300 16,0 3,3 680-100

125 139,7 230 350 100 320 16,6 3,3 680-125

150 168,3 230 350 100 340 17,2 3,3 680-150

200 219,1 250 440 150 400 25,0 5,6 680-200

250 273,0 250 440 150 450 29,3 5,6 680-250

300 323,9 250 440 150 500 30,6 5,6 680-300

Type 680 - intended for hanging under beams of pipe racks. Design with PTFE base plate

allows horizontal pipe shift within range listed in table.

Aplication on exterior piping, insulated piping up to 300°C.

Hanger is not intended as a constraint element in directions x/y!

Attachement to structure by bolt joint.

Surface treatment: carbon steel hangers - galvanized A3K

stainless steel hangers - pickled

300

200M10x

40

x: +/- 50mm y:

+/- 15mm

x: +/- 75mm y:

+/- 20mm270

Beam hanger Type 680

x: +/- 90mm y:

+/- 20mm

M12x

50

M12x

50

B

H

W

A

M

C

xy

6 - 11

600 - Installation

Installation

The sliding supports of type .1 is possible to set directly under the piping

fixed in a required asembly height.

Type .2 supports (horizontal clamp), set support shoe first before piping

location. The same procedure for the fix points of the 652 type.

The sliding supports are located to the steel or other sliding surfaces, which

must be properly cleaned and surface-treated before assembly.

The supports are welded only to the trapese beams of the double-rod

hangers only. The fix points can be welded or bolted down to structure.

For anchoring / guide plates see list 9-9 or notes at support drawing.

Height adjustment of supports

Steel structures under the supports must be levelled in such way, that the support will be visibly loaded and in contact

with baseplate. A desired level adjustment is possible using inserting plates, which must be firmly connected to the

structure and fixed to avoid any movements.

Height-adjustable supports of the 664 type shall be welded before release the temporary lifting devices of the piping.

The welds are indicated in support assembly drawing. Coat on welded surfaces shall be applied .

Height-adjustable supports of the 661 type, the bolted connections are tightened on the support shoe. The plates

between each other must be clean and grease-free. The nuts are tightened according to the size at the same torque as

the nuts of the type 652 clamps according to the following chart. A safety fixing shall be done by a counter-nut.

Tightening of bolt connections of sliding support pipe clamps

The bolts of pipe clamps are tightened according to the following charts. For piping of DN>40, the nuts are secured by a

counter-nut. A proper tightening of the bolts is important to avoid slipping between the clamp and the pipe and load

transfer from pipe surface to structure, especially for fix points and restraints.

Nuts of pipe clamps type 712 (all support types)

a/ Tight the nut by hand

b/ Tight up with a spanner at the angle:

+ 90° for bolts size M10 - M16

+180° for bolts greater than M16

Nuts of U-clamp - support type 652

a/ Clean the nut surface and lubricate with a

agent based on MoS

b/ Tight with a torque spanner up to the values:

15 Nm for size M12

30 Nm for sizes M16 - M20

50 Nm for sizes M24

100 Nm for sizes M30

Type .2

Type .1

6 - 12

Overview of clamp types

TypeTem.

(°C)Ins. DN

Material

group

712

580

80 A N

15-

8001,3,4,6

713 350 A

15-

800 1,6

723 580 A

15-

500 1,3,4,6

733 580 A

15-

500 1,3,4,6

731 580 A

150-

800 1,3,4

744 500 A

15-

600 1,3,6

745

500-

580 A

15-

600 4

754 500 A

25-

600 1,3,6

755

500-

580 A

25-

600 4

764 500 A

150-

800 1,3

765

500-

580 A

150-

800 4

701 80 N

10-

400 1,6

702 580 A/N 10-50 1,3,4

770 350 A/N

25-

500 1,3,6Weld on eye for hangers of the horizontal piping

Application

Clamps for supports of the 600 type group or pipe hangers for uninsaled piping

Light clamp for hangers of the horizontal piping - low loads, small insulation

thickness

Middle clamp for hangers of the horizontal piping - middle loads, middle insulation

thickness

Heavy clamp for hangers of the horizontal piping - higher loads, insulation

thickness

Clamp for hangers of the horizontal piping for high and shock loads, all insulation

thickness

Light clamp for hangers of the vertical piping

U-Bolt for an individual fixing of the pipe

Middle clamp for hangers of the vertical piping

Middle clamp for hangers of the vertical piping - middle loads, load transmission to

the piping wall via flat welding lugs

Middle clamp for hangers of the vertical piping - middle loads, load transmission to

the piping wall via round welding lugs

Flat clip for an individual fixing of the pipe, welding or bolting to the structure

Heavy box clamp for hangers of the vertical piping - high loads, load transmission to

the piping wall via flat welding lugs

Heavy box clamp for hangers of the vertical piping - high loads, load transmission to

the piping wall via round welding lugs

700 - Pipe clamps

Pipe clamps

used for load transmission from the pipe surface

to other parts of the hanger or support. Clamps

712 type are used for supports as well as hangers,

other clamps for pipe hangers only. Hanger

clamps are divided into the light, middle, and

heavy load types according to the permissible

load. For higher temperatures use material

options according to reduced load - correction

table bellow. On request, we also supply clamps

of different piping diameters as stated in the

charts.

Loads

The allowable loads to the vertical

direction Fmax (in hanger assembly

aplication) relates to the S235

material – group 1 and temperature

of 80°C. For other temperatures and

materials this basic load must be

multiplied by the correction factor

according to the chart.

Selection of clamp type depends on:

- load and temperature

The permissible load multiplied by the

temperature and material factors must be lower

than the required load.

- required stiffness and reliability

for rod hangers of the highly stressed piping

prefer the 731,764,765 types

- insulation thickness

Hanger rod connection shall be outside the

insulation.

7 - 1

Material groups:

S235JR Gr.1

16Mo3 Gr.3

10CrMo910 Gr.4

1.4301 Gr.6

Indication:

Type

712


DN 100, mat. 16Mo3:

712-100-3

DN inch Do A C d2 F b m (kg)Fmax

(kN)

FN

(kN)Type No.

15 1/2 21,3 56 15 0,31 5,5 2,3 712-015-M

20 3/4 26,9 66 15 0,34 5,5 2,3 712-020-M

25 1 33,7 72 15 0,37 5,5 2,3 712-025-M

32 1 1/4 42,4 82 15 0,40 5,5 2,3 712-032-M

40 1 1/2 48,3 88 15 0,42 5,5 2,3 712-040-M

50 2 60,3 108 18 0,78 7,6 4 712-050-M

65 2 1/2 76,1 122 18 0,87 7,6 4 712-065-M

80 3 88,9 136 18 0,94 7,6 4 712-080-M

100 4 114,3 178 24 2,08 14,7 7 712-100-M

125 5 139,7 204 24 2,32 11,3 7 712-125-M

150 6 168,3 232 24 2,62 10,8 7 712-150-M

200 8 219,1 284 24 3,13 8,6 7 712-200-M

250 10 273 348 30 4,76 8,2 7 712-250-M

300 12 323,9 398 30 5,38 7,0 7 712-300-M

350 14 355,6 432 30 5,74 6,3 7 712-350-M

400 16 406,4 498 36 9,79 11,6 12 712-400-M

500 20 508 600 36 11,54 9,8 12 712-500-M

600 24 609,6 744 45 30,98 26,7 21 712-600-M

700 28 711,2 850 45 35,08 23,0 21 712-700-M

800 32 812,8 950 45 39,02 20,1 21 712-800-M

Type 712 Clamp for piping supports. May be used also for hangers of an uninsulated piping.

Surface treatment: standard - primer coat. Galvanised for outdoor hanger applications.

Loads: Fmax values are based for clamp load in the vertical direction in an hanger assembly.

Loads are determined for material group 1 at temp. of 80°C.

For higher temperatures to be multiplied by the correction factors acc. to the chart on page 7-1.

The lowest insulation thickness to cover the metal straps and bolts of the clamp:

Connecting material

For temp. up to 350°C: Hexagonal bolt and nut, for bolts >M10 counter-nut

Material group 1 - strength group 8.8, surface treatment A5K

Material group 6 - strength group A4 for bolts, nuts A2

For temp. over 350°C: Stud bolt, 2x hexagon nut and counter-nut

Bolt material A193 B7, nut A193 2H, counter-nut of gr. 8

600-800

M10x50

M12x60

100

M24x90

60

Stud bolt

M16x80

M20x95

Bolt

70 M24x115

30

40

50 M16x60

M10x30

M12x50

400-50015-40

40 50 60 80

Range DN

Min. insul. th. (mm)

27

33

250-350100-200

14

25

18

M30x100 M30x155

M20x70

120

9

11

100

Dimension

50-80

MATDN

Mat. group

12

14

7

18

23

Clamp Type 712

7 - 2

Material groups:

S235JR Gr.1

1.4301 Gr.6

Indication:

Type

713


DN 125, mat. S235:

713-125-0-01

Insul. Bolt

Do A E B d2 F b smax Mxl

15 21,3 56 74 0,47 5,5 2,3

20 26,9 66 79 0,50 5,5 2,3

25 33,7 72 82 0,52 5,5 2,3

32 42,4 82 87 0,56 5,5 2,3

40 48,3 88 90 0,58 5,5 2,3

50 60,3 108 108 1,07 7,6 4

65 76,1 122 115 1,15 7,6 4

80 88,9 136 122 1,23 7,6 4

100 114,3 178 159 2,71 14,7 7

125 139,7 204 172 2,96 11,3 7

150 168,3 236 188 3,25 10,8 7

200 219,1 288 214 3,76 8,6 7

250 273 348 260 5,77 8,2 7

300 323,9 402 287 6,37 7,0 7

350 355,6 432 302 6,75 6,3 7

400 406,4 498 353 11,60 11,6 12

500 508 600 404 13,35 9,8 12

600 609,6 744 487 35,20 26,7 21

700 711,2 850 540 39,29 23,0 21

800 812,8 950 590 43,23 20,1 21

Type 713 Clamps for hangers of a lower loads, insulated piping for temperatures up to 350°C.

Surface treatment: standard - primer coat. Galvanised for outdoor hanger applications.

The lowest insulation thickness to cover the metal straps and bolts of the clamp:

Insulation thickness smax - the highest insulation thickness of the piping, which does not cover the upper bolt.

Connecting material

Hexagonal bolt and nut, for bolts >M10 counter-nut



Clamp Type 713

DN

Dimension Mat. group

DN

Range DN 15-40 50-80 100-200

MAT

Clamp

70

86

12

14

46 7

9

M30x

100

60

100

m (kg) Type No.

60

120

713-800-M

713-125-M

713-015-M

713-100-M

120

100

60

M24x

80

713-300-M

713-050-M

713-600-M

713-350-M

713-150-M

70

60

250-350

Min. insul. th. (mm)

104

115

40 50

18

33

54

27

25

23 14

600-800400-500

12010080

11

713-065-M

713-400-M

713-500-M

FN (kN)Fmax

(kN)

30

40

713-032-M

18

50

713-700-M

713-250-M

100

M10x

40

713-040-M

M20x

70

M16x

60

713-080-M

713-200-M

713-020-M

M12x

50

713-025-M

7 - 3

Material groups:

S235JR Gr.1

16Mo3 Gr.3

10CrMo910 Gr.4

1.4301 Gr.6

Indication:

Type

723


DN 125, mat. S235

Insul. Bolt Stud

bolt

Pivot

pin

Do A E B d2 F b smax d3xl

15 21,3 56 108 0,58 5,5 2,3 723-015-M

20 26,9 66 113 0,61 5,5 2,3 723-020-M

25 33,7 72 116 0,63 5,5 2,3 723-025-M

32 42,4 82 121 0,66 5,5 2,3 723-032-M

40 48,3 88 124 0,68 5,5 2,3 723-040-M

50 60,3 110 135 1,81 7,6 7 723-050-M

65 76,1 128 144 1,98 7,6 7 723-065-M

80 88,9 140 150 2,09 7,6 7 723-080-M

100 114,3 182 211 3,55 17,0 12 723-100-M

125 139,7 210 225 3,86 15,8 12 723-125-M

150 168,3 240 240 4,21 12,7 12 723-150-M

200 219,1 302 291 7,67 17,2 12 723-200-M

250 273 358 319 8,60 14,5 12 723-250-M

300 323,9 412 346 9,50 12,5 12 723-300-M

350 355,6 444 362 10,05 11,5 12 723-350-M

400 406,4 532 416 21,05 31,0 21 723-400-M

500 508 636 468 24,25 25,3 21 723-500-M

Type 723 Clamps for hangers of a middle loads of the insulated piping for temperatures up to 580°C.

Surface treatment: primer coat

Insulation thickness smax - the highest insulation thickness of the piping, which does not cover the upper bolt.

Connecting material




For temp. over 350°C: Stud bolt, 2x hexagon nut and a counter-nut.

Bolt material A193 B7, nut A193 2H, counter-nut group 8.

Connection to rod: pivot pin of the 850 type for connection to the eyenut of the hanger rod.

Clamp Type 723

15120

18

25

27

150 35

140

80

M10x

50

DN

80

Dimension

M10x

40

80

Mat. group

DN MAT

723-125-0-01

Clamp

M16x

60

11

80

50 100

140M16x

85

M20x

105

M24x

100

70 M20x

70

180

160

M12x

65

m (kg)Fmax

(kN)

14

22 60

M12x

50

30

Mxl

714

20x 80

12x 55

M24x

13524x 100

12x 55

Type No.FN

(kN)

16x 65

7 - 4

Material groups:

S235JR Gr. 1

16Mo3 Gr. 3

10CrMo910 Gr. 4

Indication:

Type

733


DN 80, mat. P265GH:

733-080-0-02

Insul. Bolt Stud

bolt

Pivot

pin

d1 A E B d2 F b smax d3xl

15 21,3 56 128 0,69 5,5 2,3 733-015-M

20 26,9 66 133 0,72 5,5 2,3 733-020-M

25 33,7 72 136 0,74 5,5 2,3 733-025-M

32 42,4 82 141 0,77 5,5 2,3 733-032-M

40 48,3 88 144 0,79 5,5 2,3 733-040-M

50 60,3 116 188 2,46 17,0 7 733-050-M

65 76,1 134 197 2,63 16,6 7 733-065-M

80 88,9 146 203 2,74 15,2 7 733-080-M

100 114,3 192 256 5,93 25,5 12 733-100-M

125 139,7 218 269 6,34 23,3 12 733-125-M

150 168,3 250 285 6,87 17,8 12 733-150-M

200 219,1 324 362 15,55 38,6 21 733-200-M

250 273 380 390 17,24 38,1 21 733-250-M

300 323,9 432 416 18,84 33,2 21 733-300-M

350 355,6 464 432 19,85 30,7 21 733-350-M

400 406,4 544 482 34,37 38,1 36 733-400-M

500 508 648 534 39,16 31,6 36 733-500-M

Type 733 Clamps for hangers of a higher loads of the insulated piping for temperatures up to 580°C.

Surface treatment: primer coat

Insulation thickness smax - the highest insulation thickness of the piping, which does not cover the upper bolt.Clamp Type 733

M16x

70

m (kg)

Dimension Mat. group

DN

130

160

18

100 14

Fmax

(kN)

FN

(kN)Type No.

Mxl

15

M12x

60

22

M16x

80

80200

210

50 140

MAT

7 30

Clamp

DN

100

240M30x

120

M24x

100

11

25

2027

M12x

50

120

70 180

220

M16x

60

M30x

155

M16x

105

16x 65

20x 80

24x 100

33x 110

M24x

135

35

12x 55

7 - 5

Connecting material




For temp. over 350°C: Stud bolt, 2x hexagon nut and a counter-nut.

Bolt material A193 B7, nut A193 2H, counter-nut group 8.

Connection to rod: pivot pin of the 850 type for connection to the eyenut of the hanger rod.

U-BoltClamp

bolt

Conne-

ction

Do A C t E F B M1 M2 d2

150 168,3 256 310 16 196 70 45 16 12 26 7,1 45,1 21 731-150-M

200 219,1 313 360 16 253 70 50 20 12 26 10,1 42,2 21 731-200-M

250 273 386 430 16 304 90 90 16 12 33 14,8 67,5 36 731-250-M

300 323,9 438 470 16 356 90 90 16 12 33 18,7 67,5 36 731-300-M

350 355,6 466 500 16 384 90 90 16 12 33 22,3 66,2 36 731-350-M

400 406,4 521 500 20 438 100 100 20 16 38 31,5 60,8 63 731-400-M

500 508 737 600 20 528 100 80 20 16 38 65,5 70,1 63 731-500-M

600 609,6 839 640 20 630 100 80 24 16 38 72,0 101,8 63 731-600-M

700 711,2 940 750 20 731 100 80 24 16 38 95,1 101,8 63 731-700-M

800 812,8 1039 800 20 830 100 80 24 16 38 112,8 101,8 63 731-800-M

Material groups: Materials: U-Bolts - S235JR, C35E, 42CrMo4, 21CrMoV57

S235 Gr. 1 Flat clamps - S235JR, 16Mo3, 10CrMo910

16Mo3 Gr. 3 Beams - S235JR, 16Mo3, 10CrMo910

10CrMo910 Gr. 4 Load distr. strap - S235JR

Nuts: Gr. 4, A194-2H

Indication:

Type Dim. Load Mat. Application: heavy clamps for horizontal piping and a high load

731 DN TU MAT and stiffness requirements

Indication example Surface: primer coat

DN 150, mat. S235, Connection: dimension d2 acc. to the hanger design load (load group)

load group 3 (pin d20): Insulation: for the smallest insulation thickness to cover the clamp nuts

731-150-0-31 see chart below

DN Insul. Cmin

150 100 280

200 120 300

250 120 330

300 140 370

350 140 400

400 140 400

3 4 5 6 500 200 500

20 24 33 40 600 240 570

23,3 32,3 51 64,6 700 260 650

800 280 700

Clamp Type 731

Load group

Max. load of hanger rod (kN)

DN

Pin diameter (mm)

Type No.Fmax

(kN)

Load group determines the connecting dimensions

of the pivot pin for the hanger rod.

Flat

clamp

Main dimensions FN

(kN)Design m (kg)

2x U-

bolt

U-bolt

Insul. -

the smallest insulation

thickness to cover the

clamp nuts

Cmin - the smallest

possible spacing to

rod clevis.

Do

A

E

M2

T

7 - 6

D A C d D1 B t

250 273 382 345 35 112 120 20 35 42,0 36

300 323,9 464 420 35 112 120 20 36 39,0 36

350 355,6 565 450 42 112 140 25 43 74,0 51

400 406,6 505 502 42 112 140 25 63 67,0 51

500 508 561 592 42 112 140 25 71 57,0 51

600 609,6 687 702 42 112 150 25 79 52,0 51

700 711,2 748 803 48 112 160 30 92 97,0 63

800 812,8 730 889 48 112 160 30 105 87,0 63

Material groups: Materials: Flat clamps - 10CrMo910, X10CrMoVNb9-1

10CrMo910 Gr. 4 Beams - 10CrMo910, X10CrMoVNb9-1

X10CrMoVNb9-1 Gr. 8

Indication: Application: heavy clamps for horizontal piping and a high load

Typ Rozm. Tř. Mat. and temperatures above 550°C

741 DN TU MAT Surface: primer coat

Connection: dimension d acc. to the hanger

design load (load group)

Application:

Load:

Load group determines the connecting dimensions of the pivot pin

for the hanger rod. Pivot pin type 850 is part of delivery.

3 4 5 6 7 8

20 24 33 40 45 50

23,3 32,3 51 64,6 85,3 113,3

m (kg)Fmax

(kN)FN (kN)

741-600-TU-M

741-350-TU-M

741-300-TU-M

Clamp Type 741

741-800-TU-M

Loads presented in table are orientation ones for material group 4 and temperature 550°C. Exact values are

specified for particular application case. Clamp arrangement is possible for load up to 113 kN, in some cases

clamps must be doubled.

Pin diameter (mm)

Max. load of hanger rod (kN)

DNMain dimensions

Clamps for high load and high work temperatures of piping. Construction does not "strangle" the pipe wall in

case of diameter enlargement due to pipe heating. It also allows application on thickwalled piping with greater

tolerances of outer diameter.

Load group

741-500-TU-M

Type No.

741-700-TU-M

741-250-TU-M

741-400-TU-M

C

B

D1

M

A

ØD

Ødt

7 - 7

Material groups:

S235JR Gr. 1

16Mo3 Gr. 3

10CrMo910 Gr. 4

1.4301 Gr. 6

Indication:

Type Mat.

744 DN E MAT

Indication example for DN100

spacing E=500mm, mat. S235:

744-100-500-01

Type 744 - clamp with flat weld on lugs, Type 745 - circular pivot weld on lugs

BoltStud

bolt

Pivot

pin

Do A E F b G C d3xl

15 21,3 59 250 1,67 2,7 2,3

20 26,9 66 250 1,67 2,7 2,3

25 33,7 75 250 1,69 2,7 2,3

32 42,4 86 300 1,89 2,7 2,3

40 48,3 94 300 1,90 2,7 2,3

50 60,3 108 300 1,92 2,1 2,3

65 76,1 134 400 3,38 4,2 2,3

80 88,9 148 450 3,92 3,5 2,3

100 114,3 178 500 6,63 6,0 2,3

125 139,7 204 550 7,58 4,4 2,3

150 168,3 240 650 17,95 14,0 7,0

200 219,1 294 700 19,72 11,2 7,0

250 273 356 800 22,44 8,3 7,0

300 323,9 408 850 25,87 7,3 7,0

350 355,6 440 950 28,09 6,6 7,0

400 406,4 526 1000 49,00 14,9 12,0

500 508 630 1000 51,94 13,8 12,0

600 609,6 734 1100 56,67 12,2 12,0

Allowable loads of clamps for other rod spacing

Connecting material

Clamp Type 744 / 745

M12x

5025 12x 55

12x 55

Mxl

M12x

60

M12x

6511

Dimension

9

80

15

50

Clamp

40M12x

50

M20x

125

M16x

90

M16x

70

6-b

olt

de

sig

n

M20x

90

30

41

18

4-

bo

lt d

esi

gn

24

12025

30

40

20 120

DNFN

(kN)

Fmax

(kN)m (kg)

16x 65

20x 80

Type 744 - clamps for hangers of the vertical piping for a low

loads and insulation thickness. Another rod spacing on request.

Lugs on the piping for DN>80. For material groups 1, 3 and 6

flat stops (Type 744), for 10CrMo910 circular pivot lugs for

temperatures over 500°C (Type 745).

Surface treatment: primer coat or galvanised.

For temperatures up to 350°C:

Hexagon bolt and nut, low counter-nut,

strength group 8 for group 1, A2 for group

6.

For temperatures over 350°C:

Stud bolt, 2x hexagon nut and a low

counter-nut. Material A193.

Pivot pin of the 850 type for connection to

the eyenut of hanger rod.

F

Do

M

G

b

d3

A

EC

Rod hangers span [mm] / Load capacity [kN]

TYP 745

TYP 744

7 - 8

Material groups:

S235JR Gr. 1

16Mo3 Gr. 3

10CrMo910 Gr. 4

1.4301 Gr. 6

Indication:

Type Mat.

754 DN E MAT

Indication example for DN150

spacing E=650mm, mat. 10CrMo:

754-150-650-04

Type 754 - clamp with flat weld on lugs, Type 755 - circular pivot weld on lugs

BoltStud

bolt

Pivot

pin

Do A E F b G C d3xl

25 33,7 80 300 2,73 4,2 2,3

32 42,4 90 300 2,75 4,2 2,3

40 48,3 100 350 3,09 4,2 2,3

50 60,3 120 400 3,43 4,2 2,3

65 76,1 140 400 5,73 10,6 4,0

80 88,9 154 450 6,53 8,7 4,0

100 114,3 190 500 10,49 12,2 4,0

125 139,7 220 550 11,77 10,5 4,0

150 168,3 270 650 27,39 29,8 12,0

200 219,1 320 700 30,00 25,8 12,0

250 273 380 800 34,20 21,3 12,0

300 323,9 434 850 38,46 18,9 12,0

350 355,6 464 950 42,02 17,2 12,0

400 406,4 524 1000 68,10 25,8 21,0

500 508 628 1100 76,39 17,6 12,0

600 609,6 732 1200 83,48 16,4 12,0

Allowable loads of clamps for other rod spacing

Connecting material

Clamps Type 754 / 755

DNClamp

50 15 18

100

6-b

olt

de

sig

n

41

9

25

Dimension

70

40

30

15

20 120

m (kg)

Mxl

4-

bo

lt d

esi

gn

180

30

M12x

50

12x 55

M20x

125

M12x

80

20x 80

M20x

100

M12x

60

M16x

7016x 65

M16x

80

M16x

105

M16x

90

M12x

7012x 55

Fmax

(kN)

FN

(kN)

20x

100

Type 744 - clamps for hangers of the vertical piping for a low

loads and insulation thickness. Another rod spacing on request.

Lugs on the piping for DN>80. For material groups 1, 3 and 6

flat stops (Type 744), for 10CrMo910 circular pivot lugs for

temperatures over 500°C (Type 745).

Surface treatment: primer coat or galvanised.

For temperatures up to 350°C:

Hexagon bolt and nut, low counter-nut, strength

group 8 for group 1, A2 for group 6.

For temperatures over 350°C:

Stud bolt, 2x hexagon nut and a low counter-nut.

Material A193.

Pivot pin of the 850 type for connection to the

eyenut of hanger rod.

F

Do

M

G

b

d3

A

EC

Rod hangers span [mm] / Load capacity [kN]

TYP 755

TYP 754

7 - 9

Material groups:

S235JR Gr. 1

16Mo3 Gr. 3

10CrMo910 Gr. 4

X10CrMoVNb9-1 Gr. 8

Indication:

Type Mat.

764 DN E MAT

Indication example for DN 200,

spacing E=700mm, mat. S235:

764-200-700-01

Production types:

Type 764

with flat lugs of the piping

application temperatures up to 500°C

Type 764

with circular pivot lugs

application temperatures over 500°C

Pivot

PinBolt

Stud

bolt

Do E B t d2 d d3 d4

150 168,3 650 190 60,3 10 12 18,0 46,5

200 219,1 700 250 76,1 16 12 25,0 54,0

250 273 800 311 88,9 16 16 41,0 52,0

300 323,9 850 361 114,3 20 20 54,0 67,5

350 355,6 950 396 139,7 20 20 66,0 66,0

400 406,4 1000 446 139,7 20 20 73,0 86,5

500 508 1100 550 168,3 25 24 109,0 95,5

600 609,6 1200 660 168,3 25 24 135,0 94,5

700 711,2 1300 760 219,1 30 24 160,0 99,5

800 812,8 1400 860 219,1 30 24 180,0 95,5

Note:

Pipe lugs - plates or a circular pivot lugs - are a part of the clamp supply. Welding and

heat treatment are in the competence range of an assembly organisation.

The lugs must be checked by the designer in terms of their weldability and stresses in pipe wall.

Clamp Type 764 / 765

m (kg) Fmax

(kN)

Dimension

33-4020-25

DNClamp

20

24

16-20

Application: Heavy clamps for hangers of the vertical piping, high loads and insulation thickness. The rod

spacing according to the requirements. For material groups 1, 2, 3 flat stops, for others circular pivot lugs

(for higher temperatures).

The weight is stated for the 764 type, weights of type 765 are about 20% higher.

The highest permissible load is stated for both hanger rods.

Surface treatment: primer coat.

E

Typ 764

Od4

t

Do

C

T

A

B

Od2

a

Typ 765

7 - 10

DN Do V L M m (kg)

10 14 23 26 6 0,03

15 21,3 26 31 6 0,03

20 26,9 32 38 8 0,06

25 33,7 34 44 8 0,07

32 42,4 40 53 8 0,08

40 48,3 47 61 10 0,16

50 60,3 50 73 10 0,17

65 76,1 64 92 12 0,31

80 88,9 72 105 12 0,34 Materials:

100 114,3 90 132 16 0,73 S235JR Group 1

125 139,7 105 161 16 0,85 Surface treatment: zinc-coated A5K

150 168,3 120 186 16 0,96 1.4301 Group 6

200 219,1 155 247 20 1,96

250 273,0 186 304 20 2,30 Indication:

300 323,9 210 354 20 2,65 Type Dim. Mat.

350 355,6 220 385 20 2,83 701 DN MAT

400 406,4 310 439 24 5,05

Materials:

S235JR Group 1

16Mo3 Group 3

10CrMo910 Group 4

Indication:

Type

702

Indication example:

DN 25, material 16Mo3

702-025-3

DN Do L L1 b d1 m (kg)

10 13,5 187 200 30 10 0,46

15 21,3 183 200 30 10 0,47

20 26,9 201 220 30 10 0,53

25 33,7 197 220 30 10 0,55

32 42,4 232 260 30 10 0,61

40 48,3 235 300 30 10 0,70

50 60,3 260 340 40 12 1,30

Application:

U-Bolts Type 701

Pipe Clips Type 702

702-040-M

702-050-M

Mat. groupDimension

702-020-M

702-025-M

DN

702-015-M

702-010-M

Type No.

702-032-M

MAT

For fixing of small-bore piping, where no higher

loading than of its own weight is expected. Small

movements of the piping are compensated by

deflections of clamp profile.

7 - 11

Materials:

S235JR Group 1

P265GH Group 2

1.4301 Group 6

Indication:

Type Dim. Mat.

770 DN MAT

DN AInsul.

t.B H d T a m (kg)

25

32

40

50

65

80

100

125

150

200

250

300

350

400

500

Weld on lug - Type 770

1,04

0,44

22

14

14

18

100

120

240

120

145

195160

160

120

200 80

80

100 50

40

70

12 1,75

3

4

5

6

5

8

10

0,18

For fixing of the piping in the environment,

where a high corrosive aggression can be

expected - e.g. for outside distributions.

The dimension "A" can be adjusted according to

the insulation thickness.

The highest allowable loads of the lug must be

checked for particular cases of application

according to the dimensions and operating

conditions of the pipe to be connected.

7 - 12

Pipe clamp Type 712 - double bolt clamps used for supports

of the 600 type group or pipe hangers for uninstaled piping.

Half-sleeves bolted together with hexagonal bolts for lower

temperatures and stud bolts for temp. over 350°C.

For nut tightening of support clamps see assembly manual

to supports, page 6-11.

Nut tightening of hanger clamps equal to 713 type.

Pipe clamp Type 713, 723, 733 - triple bolt clamps used for

pipe hangers. Connection to hanger rod via eyenut type 832.

Type 713 - all bolts hexagonal, types 723, 733 bolting acc.

to temperature range, rod connection stud type 850.

Tight clamp nuts slight by hand and turn up to following angles:

M10-M20 - up to 90-120°

M24-M36 - up to 90°

All nuts shall be secured with counter-nut.

Pipe clamp Type 731 - heavy clamp for pipe hangers.

Non-welding assembly acc. to figure. U-clamp shall be provided

by load distribution strap. Side girders to be bolted together

and secured with studbolts.

Tight clamp nuts slight by hand and turn up to following torques:

M10-M16 - up to 2 Nm

M20-M24 - up to 5 Nm


Pipe clamp Type 744, 754 - riser clamps for hangers of vertical

piping. Inner bolting of hexagonal / stud bolts, connection to hanger

rod via eyenut type 832. Bolting types same with triple bolt clamps,

rod connection stud type 850.

Tight clamp nuts slight by hand and turn up to following angles:

M10-M20 - up to 90-120°

M24-M36 - up to 90°

Lugs welding provided by piping manufacturer.

Pipe clamp Type 764 - heavy riser clamp for pipe hangers.

Assembly acc. to figure. Lugs welding provided by piping

manufacturer. Side girders to be bolted together to mainplate.


Short girders to be set in the notch of main girder and locked

by thrust plate from bellow.

Pipe clamp Type 765 - heavy riser clamp for pipe hangers.

Assembly acc. to figure. Pipe lugs welding provided by piping

manufacturer. Side girders to be bolted together and secured

with studbolts. All nuts shall be secured with counter-nut.

Short girders to be set in the notch of main girder and locked

by thrust plate from bellow.

700 - Assembly

7 - 13

Materials Surface treatment

Threaded rod The rolled threaded rods and nuts are

galvanised A3K - silver.

The forged elements and pivot pins are

Forgings galvanised A3L - golden.

Pins a round cold-drawn rod of C35E.

Nuts strength group 4.

Fn

(kN)

Fmax

(kN)

Rod

dia.Pin dia.

0,6 1,5 10 10

2,3 6,3 12 12

7 14,0 16 16

12 23,3 20 20

21 32,3 24 24

36 51,0 30 33

63 64,6 36 40

84 85,3 42 45

108 113,3 48 50

5

6

7

8

1

2

3

Load group

0

4

800 - Connecting elements

rolled, from material of strength group

4.6 for diameters up to M20, and from

material S355J0 for diameters over

M20.

material S355J2 for dimensions up to

M20, C22.8 for dimensions over M20.

Load groups, permissible loads and connecting dimensions of the load chains for hanger rods:

Connecting elements

Connecting elements of the hanger rods are used for load transmission

from the pipe clamps to the structure. The type range is designed in the

way of possibility of length adjustement. The assembly in combination with

the elements of group 900 – connection parts to the structure – enables the

angulation of rods from the vertical axis of 4°. The highest allowable load of

the connecting elements load chain according to the load capacity group

are stated in sectionA of the catalog.

Each part is determined by a type number and a size – the main dimension

of the element is its diameter. With thread dimension over M30 the rod and

pivot pin diameters are different. Connection of the eyenut type 832 to the

pivot pin of the 850 type enables shift of one dimension, that means for a

pivot pin on clamp of load capacity group 2 (diameter 16mm) it is possible

to use the load chain of rod group 1 (diameter 12mm). This is valid in the

case that a check of the highest loading of the particular chain elements has

been carried out.

All the elements must be fixed by counter-nuts, connecting nuts of the 824

type from both sides of the rod.

Load categorization

The catalogue allowable loads are calculated

for the G category. Allowable loads for other

categories are set as follows:

Fmax (Q) = 1,33 * Fmax (G)

The load categories are described in the

catalogue introductory part.

Fmax … max. allowable static

load at 80°C and primar G

load category.

Fn … nominal load -corresponds

to the value of spring nom.

load

8 - 1

Material:

Indication:

Type Dim. Length

814 M L


d= M20, length 2000mm

DIM. d L (mm) m (kg) L (mm) m (kg) L (mm) m (kg)Fmax

[kN]FN [kN]

10 M 10 1000 0,5 - - - - 5,2 0,6

12 M 12 1000 0,7 2000 1,4 3000 2,1 7,5 2,3

16 M 16 1000 1,3 2000 2,6 3000 3,9 14,0 7

20 M 20 1000 2,0 2000 4,0 3000 6,0 27,3 12

24 M 24 1000 2,9 2000 5,8 3000 8,7 39,4 21

30 M 30 1000 4,7 2000 9,4 3000 14,1 62,6 36

36 M 36 1000 6,9 2000 13,8 - - 91,2 63

42 M 42 1000 9,4 2000 18,8 - - 125,1 84

48 M 48 1000 12,0 2000 24,0 - - 164,4 108

Material:

Carbon steel

Indication:

Type Dim.

815 M


d= M20

DIM. d L (mm)LR

(mm)

LL

(mm)m (kg)

Fmax

[kN]FN [kN]

12 M 12 250 70 80 0,22 7,5 2,3

16 M 16 250 70 100 0,40 14,0 7

20 M 20 250 70 120 0,6 27,3 12

24 M 24 350 80 140 1,2 39,4 21

30 M 30 350 80 160 1,9 62,6 36

36 M 36 500 120 180 3,5 91,2 63

42 M 42 500 160 200 4,7 125,1 84

48 M 48 500 160 240 6,0 164,4 108

Material: Indication:

Carbon steel - strength group 4 Type Dim.

824 M

DIM. M L A s m (kg)

12 M 12 36 10 19 0,04

16 M 16 48 15 24 0,10

20 M 20 60 20 30 0,19

24 M 24 72 25 36 0,32

30 M 30 90 30 46 0,7

36 M 36 108 35 55 1,2

42 M 42 126 40 65 1,9

48 M 48 144 45 75 2,8

Threaded rod Type 815

Connecting nut Type 824

815-016

824-036

815-020

814-024-L

Type No.

814-016-L

814-020-L

824-048

Galvanised A3K

815-024

815-048

Type No.

815-012

814-010-L

815-036

815-030

815-042

815-020

814-030-L

814-036-L

814-042-L

814-048-L

814-012-L

Galvanised A3K

814-020-2000

Galvanised A3K

S235JR, S355J0

Carbon steel 4.6, S355J0

824-042

824-020

824-024

Threaded rod Type 814

824-030

Type No.

824-012

824-016

Application:

connecting element of

hanger rods with a rolled

continuous right-turn

thread. The dimension

M42 and M48 can be

supplied with a thread of

specified length on both

ends.

Application:

connecting element

with a rolled right-left

thread.

For connection to

turnbuckle type 822.

Application:

For connections of the threaded rods of the

814 type.

L

MM

LL

L

LR

A

sL

8 - 2

Material:

Steel S355J2, C22.8

Galvanised A3K

Indication:

Type Dim.

822 M


d= M20

822-020

DIM. d1 d2 L1 e f a b m [kg]Fmax

[kN]FN [kN] Type No.

12 M 12 21 125 34 16 40 45 0,2 9,3 2,3 822-012

16 M 16 27 170 42 20 55 60 0,4 17,7 7 822-016

20 M 20 34 200 52 24 65 70 0,7 27,0 12 822-020

24 M 24 39 255 60 28 80 95 1,2 39,2 21 822-024

30 M 30 45 255 74 34 85 85 1,8 62,5 36 822-030

36 M 36 55 295 40 86 100 95 3,0 91,0 63 822-036

42 M 42 63 300 50 104 115 100 4,8 125,0 84 822-042

48 M 48 80 355 65 135 125 105 7,6 165,0 108 822-048

Material:

Steel S355J2, C22.8

Indication:

Type Dim.

832 M


d= M16

DIM. d A B D d3 F E m [kg]Fmax

[kN]FN [kN] Type No.

12 M 12 33 60 24 17 6 35 0,1 8,2 2,3 832-012

16 M 16 44 75 30 25 10 45 0,2 15,1 7 832-016

20 M 20 58 90 35 28 10 55 0,4 23,3 12 832-020

24 M 24 72 110 44 35 15 65 0,8 32,3 21 832-024

30 M 30 88 127 50 42 17 75 1,2 51,0 36 832-030

36 M 36 100 140 60 47 20 75 2,0 64,6 63 832-036

42 M 42 110 157 70 52 25 85 2,9 85,3 84 832-042

48 M 48 120 180 80 62 30 95 4,7 113,3 108 832-048

Carbon steel S235 - galvanised A3K

Indication:

Type Dim.

831 M

DIM. M d L A m (kg)

10 M 10 11 36 30 0,05

12 M 12 13 40 35 0,08

Type No.

831-010

831-012

832-016

Galvanised A3K

Turnbuckle Type 822

Eyenut Type 832

Eyenut Type 831

Application:

A forged element with a right-left thread, for connection of threaded rods of the 814 and 815 types.

Application:

A forged element with the right thread, for connection of a clamps. The pivot pin diameter can be chosen one

level higher than the thread diameter.

Connec. element for

piping up to DN50 and

load up to 0,5kN.

L1

a

d1-L

d2

b

fe d1

d

B

E

d3

G

A

D

F

M

L

A

Ød

Application:

A forged element with the right thread, for connection of a clamps. The pivot pin diameter can be chosen one

level higher than the thread diameter.

8 - 3

Material:

Steel S355J0, C22.8

Pivot pin - 11600, C35E

Galvanised A3K

Indication:

Type Dim.

842 M


d= M30

Pivot

pin 850

d a B D d1 F H K 850

12 M 12 30 70 25 12 12 34 24 12x55 0,2 8,8 2,3 842-012

16 M 16 40 80 33 16 17 45 32 16x65 0,4 15,1 7 842-016

20 M 20 50 90 40 20 20 59 46 20x80 1,0 24,5 12 842-020

24 M 24 60 110 46 24 22 68 53 24x100 1,6 37,4 21 842-024

30 M 30 70 130 51 33 27 80 64 33x110 2,7 66,0 36 842-030

36 M 36 80 150 61 40 32 93 80 40x120 4,4 97,0 63 842-036

42 M 42 100 170 72 45 37 111 90 45x150 7,2 128,0 84 842-042

48 M 48 100 180 83 50 44 130 100 50x170 10,4 170,0 108 842-048

Material:

Carbon steel

Indication:

Type Dim.

850 d


d= 45

Circular pivot pin incl. washers and splits

DIM. d L (mm)L1

(mm)m (kg)

12 12 55 67 0,08

16 16 65 77 0,16

20 20 80 96 0,28

24 24 100 120 0,5

33 33 110 128 1

40 40 110 128 1,6

45 45 120 159 2,4

50 50 140 179 3,4

10x63

10x71

3,2x20

4x25

5x30

6,3x40

8x50

8x56

850-048

46

51

13

17

21

25

850-036

842-030

Washer dp Type No.

41

Split spring

washer dxl

850-045

34

850-020

850-030

Fmax

[kN]

35E

850-024

m [kg]Clevis

850-012

850-016

850-042

DIM.

Zinc-coated A3K

Clevis with pin Type 842

Type No.FN [kN]

Pivot pin Type 850

Application:

A forged element with a right thread, for connection to hanger rod and flat eyes .

Application:

A pivot pin for connection of eyenuts and clevises.

D

ØK

d

a

H

F

Ød1

B

L1

L

Ød

8 - 4

800 - Installation

Installation instructions

Hanger rods shall be installed in vertical direction - except of the hangers with high horizontal movements

where the rod may be preset in a cold condition under an angle given by the value designated by hanger

drawing.

The threaded rods are supplied in lengths with an assembly allowances rounded to +0,5m. To reach required

length, the rods shall be cut at site.

By installation, attention shall be paid to the screwed depth of all elements. The threaded length of the rod

must be visible in all check holes.

After assembling of all hanger items, the rod must be tightened up to take over the weight of the piping.

Tightening is done using turnbuckle in rod assembly or in a spring hanger. For the A type of structure

connection (square plate type 932), use the nuts above square plate.

Before tightening all the counter-nuts of the rod, the screw-in depth of the threads shall be checked again. The

counter-nuts to be tightened slightly with a flat spanner.

The splits of the stud pins shall be properly splayed out after the assembly.

A different connectingway of the rods than using a coupling nuts type 824 is strictly forbidden.

By an additional readjusment of the hanger rod length, the counter-nut of the turnbuckle shall be set loose.

Other rod counter-nuts shall remain fixed. The thread of the turnbuckle shall be lubricated with an agent on

basis of MoS. The reaction moment resulting from the rod turning is caught with a spanner at the upper and

lower counter-nut of the particular rod element. After adjusting, the counter-nuts to be tightened again.

The hanger rods are maintenance-freewith a correct assembly.

Screw-in lengthmin. 1/2 rod diameter

Counter-nut

Counter-nutConnection nutCounter-nut

Counter-nut

TurnbuckleScrew-in length acc. to catalogue list

min. 1/2 rod diameterScrew-in length Counter-nut

Bolt / Pivot pin

8 - 5

Overview

Anchoring and sliding support plates are delivered in version for welding or bolting.

Request for connecting material or concrete anchors must be stated in order specification.

Dimensions and construction can be adjusted after agreement.

Surface treatment

Welding elements are coated with weldeable prime coat.

Top coat after welding may be applied at site.

Profile attachment elements and base plates for bolting are galvanized as standard.

Weld on eye for connection to clevis with pin Type 842

Top beam clamp with locking nut, direct hanger rod attach. through nut (up to M12)

Beam clamp for no-weld attachment to HEB profile, attach. with clevis Type 842

Beam clamp for no-weld attachment to HEA profile, attach. with clevis Type 842

Beam clamp for no-weld attachment to IPE profile, attach. with clevis Type 842

Spherical washer between two profiles for direct attach. to hanger rod through nut.

Weld on clevis for connection to eyenut Type 832

900 - Structural attachment

Type

911

922

950

932

934

Application

Anchoring plate for pipe supports, steel surface

95x

935

936

96x

937

960

Sliding plate with movement restriction for pipe supports, PTFE surface

Anchoring plate with movement restriction for pipe supports, steel surface

Sliding plate for pipe supports, PTFE surface

Structural attachment elements are designed for vertical loading with hanger rod angle deviation up to 4°

from vertical axis. Welding of elements must be executed according to supplier's assembly manual and in

compliance with standard welding procedures. Load capacity of this elements acc. to connecting dimensions

correspondes to table in section A of the pipe support catalogue.

Structural attachment elements

Intended for transfer of forces from rod hanger to bearing structure -

profiles or ceilings.

Each element is identified by type number and size - main connecting

dimension of elements is diameter of connection pin or hanger rod.

Base plates for sliding supports are designed for dimensions of type

group 600. Combinations of supports and plates according to table on

page 6-1.

9 - 1

Material:

Steel S235JR

Indication:

Type Dim.

911 d

DIM d A E L s a m [kg]FMAX

[kN]FN [kN] Type no.

12 14 60 50 70 10 4 0,30 12,0 2,3 911-012

16 18 60 45 70 10 4 0,29 16,0 7 911-016

20 22 80 70 100 16 6 0,92 32,0 12 911-020

24 26 80 65 100 16 7 0,90 38,4 21 911-024

30 35 100 80 125 20 9 1,75 65,3 36 911-030

36 42 120 80 150 20 10 2,48 80,0 63 911-036

42 47 150 90 170 25 10 4,38 112,5 84 911-042

48 52 150 90 180 25 10 4,61 125,0 108 911-048

Surface treatment: weldeable prime coat

Application: connection element to structure and hanger rod to clevis Type 842

Material:

Steel S235JR

Pin pivot - C35E

Indication:

Type DIM

922 R

For dimensions see note.

DIM d A B C E L a1 a2 m [kg]FMAX


12 16 50 40 52 50 70 4 2 0,6 7,8 2,3 922-012

16 20 50 40 56 45 70 4 2 0,9 15,0 7 922-016

20 24 60 45 61 70 100 6 3 1,4 23,3 12 922-020

24 30 70 50 70 65 100 7 4 2,3 40,6 21 922-024

30 35 100 50 74 80 125 9 4 3,6 63,8 36 922-030

36 40 100 60 90 80 150 10 5 4,8 79,1 63 922-036

42 45 120 70 100 90 170 10 5 7,7 97,5 84 922-042

48 50 120 80 120 90 180 10 5 8,9 115,9 108 922-048

Surface treatment: weldeable prime coat, pin pivot galvanised

Application: connection element to structure and hanger rod to eyenut Type 832

Note: pin pivot diameter greather than tie rod diameter, indication of clevis

shall be given equal to rod diameter.

Welding: fillet weld a1 shall be provided as load carrying, weld a2 tightening weld

Weld on clevis Type 922

Weld on eye Type 911

E

L

A

C

a1

B

Ød

a2

Ød

A

E

L

s

a

9 - 2

Material:

Steel S235JR

Indication:

Type Dim.

932 R


d1 = 20

DIM d d1 d2 A S H R Umax m [kg]FMAX


12 17 13 20 80 10 11 50 160 0,5 11,4 2,3 932-012

16 22 17 24 100 12 12 50 160 1,3 20,4 7 932-016

20 28 21 36 100 16 16 60 200 1,3 27,9 12 932-020

24 34 25 44 120 20 20 60 200 2,3 39,8 21 932-024

30 42 31 56 120 25 27 70 240 2,8 63,3 36 932-030

36 46 37 68 150 30 31 80 240 5,3 74,3 63 932-036

42 48 43 78 160 30 36 90 300 6,0 100,7 84 932-042

48 56 50 92 180 35 43 100 300 8,9 134,8 108 932-048

Surface treatment: Prime coat

Application: for hanger rod attachment betw. profiles to threaded rod. Angle deviation of rod up to 4°.

Material:

Steel S235JR

Indication:

Type Dim. Profile

934 R IPE


d1=24, beam IPE 200

d d1 A B E L s t

12 14 12 45 50 97 126 6 8 1,2-1,7 9,7 2,3 934-012-IPE

16 18 16 50 50 111 140 8 10 1,9-2,6 17,0 7 934-016-IPE

20 22 20 80 60 116 153 10 16 4,2-5,1 23,3 12 934-020-IPE

24 26 24 80 80 130 177 10 16 5,2-6,6 36,0 21 934-024-IPE

Surface treatment: Galvanized

Application: for attachment of clevis type 842 on auxiliary structure beam of IPE profile

attachment may be used for profiles IPE100-IPE300

Load: allowable load must be checked for profile flange

DIM m [kg] Type no.FN [kN]FMAX

[kN]

934-024-200

Spherical washer plate Type 932

dimensions for profile IPE100-IPE300

932-020

Attachment on IPE Type 934

AxA

S H

Ød

R

Ød1

4-40

2x

Ød2

M

L

E

Ød

B

t

A

9 - 3

Material:

Steel S235JR

Indication:

Type Dim. Profile

935 R HEA


d1=16, beam HEA 100

d d1 A B E L s t

12 14 12 45 50-60 117 146 6 8 1,6-2,7 9,7 2,3 935-012-HEA

16 18 16 50 60-70 131 160 8 10 2,2-3,9 17,0 7 935-016-HEA

20 22 20 80 80 136 173 10 16 4,5-6,7 23,3 12 935-020-HEA

24 26 24 80 80 130 177 10 16 5,8-9,1 36,0 21 935-024-HEA


Application: for attachment of clevis type 842 on auxiliary structure beam of HEA profile

console may be used for profiles HEA100-HEA400

Material:

Steel S235JR

Indication:

Type Dim. Profile

936 R HEB


d1=20, beam HEB 120

d d1 A B E L s t

12 14 12 45 50 117 146 6 8 1,6-2,7 9,7 2,3 936-012-HEB

16 18 16 50 60 131 160 8 10 2,2-3,9 17,0 7 936-016-HEB

20 22 20 80 80 136 173 10 16 4,5-6,7 23,3 12 936-020-HEB

24 26 24 80 80 130 177 10 16 5,8-9,1 36,0 21 936-024-HEB


Application: for attachment of clevis type 842 on auxiliary structure beam of HEB profile

console may be used for profiles HEB100-HEB400

936-020-120

dimensions for profile HEB100-HEB300

935-016-100

Type no.

Type no.

FN [kN]DIM

FN [kN]

m [kg]FMAX

[kN]

dimensions for profile HEA100-HEA400m [kg]

FMAX

[kN]

Beam clamp on HEB Type 936

Beam clamp on HEA Type 935

DIM

B

M

L

E

Ød t

A

M

L

E

Ød

B

t

A

9 - 4

Material:

Cast steel

Bolt group 4.6

Surface treatment:

Galvanized

Indication:

Type Dim.

937 d

DIM d M N A H E m (kg)FMAX

[kN]

10 11 10 5-20 23 44 41 0,25 2,5

12 13 10 5-26 35 58 48 0,35 3,5

Application: for attachment of rod hangers of piping DN<80

in exterior applications on hanging of piping DN>50,

the console must be equipped with safety clip

Material:

Steel S235JR

Surface treatment:

Prime coat

Indication:

Type Dim.

921 d

DIM d A s R m (kg)FMAX

[kN]

10 12 60 6 40 0,17 3,9

12 14 80 8 50 0,40 7,6

16 18 100 10 50 0,79 14,9

20 22 100 16 60 1,26 30,2

Application: for attachment of hanger rod without horizontal shifting

- interior piping for temperatures up to 40°C

- piping DN15 - 300

937-012

937-010

Type no.

921-010

921-020

921-012

921-016

Backplate Type 921

Top beam clamp Type 937

Type no.

Ød

E

N

M

A

H

2x

4-40

Ød

AxA

R

S

9 - 5

Surface treatment:

Prime coat / Galvanized

Indication:

Type R1 R2 R3 R4

9x0.v A B E W

Options:

.1 Prime coat, no holes

.2 Galvanized, with holes

DIM A B C D d E W t tt m (kg)FMAX

[kN]Type no.

1 100 150 130 80 7 80 50 5 9 0,59 8 9x0-100-150

2 120 170 150 100 9 100 60 6 10 0,96 12 9x0-120-170

3 100 250 230 80 7 150 50 5 9 0,98 15 9x0-100-250

4 150 250 230 130 9 150 80 6 10 1,77 18 9x0-120-250

5 200 200 170 170 11 100 100 8 12 2,53 20 9x0-200-200

6 200 300 270 170 11 200 100 8 12 3,80 40 9x0-200-300

7 250 350 320 220 13 250 140 10 15 6,90 70 9x0-250-350

8 350 400 370 320 13 300 160 12 17 17,60 96 9x0-350-400

9 400 600 360 560 17 400 180 16 21 30,10 144 9x0-400-600

Application: Anchoring / sliding plates for positioning on beams, concrete floors or steel bases.

Type 950.1 anchoring plate without holes for welding to beam / steel plate

Type 950.2 anchoring plate with holes for bolting

Type 960.1 PTFE sliding plate without holes for welding to beam / steel plate

Type 960.2 PTFE sliding plate with holes for bolting

Anchoring plates can be bolted to beams via beam clamps 971.

Dimensions: in specific cases, alternative dimensions A/B can be stated in order

in order specification it is needed to specify necessary connecting material

DN Dim. DN Dim. DN Dim. DN Dim. DN Dim. DN Dim. Type

2 4 5/6 5/6 - - 611

2 4 5/6 7 8 9 612

1 3 5 7 8 9 612A

2 4 5/6 7 8 9 613

2 4 5/6 8 8 9 614

1 3 5 - - - 615

2 4 5/6 - - - 661

2 4 5/6 - - - 662

2 4 5/6 7 8 9 664

2 4 5/6 7 8 9 665

100

-

150

200

-

300

25 -

40

Plates serves as a base for supports of type range 600. Assignment of plate sizes to particular

types acc. to specified dimension per following table.

40 -

80

Plate Type 950 / 960

Recommended plate assignment for supports of type range 600. Sizes are calculated for support shifting

±20mm in both horizontal directions.

350

-

500

600

-

800

tt

960

W

EB C

D

A

t

950

Ød

9 - 6

Type 951/961 Type 952/962 Type 953/963

Type 954/964 Type 955/965

Plates are divided into following types by function:

Type 951 / 961 Sliding plate with guidance in direct axis

Type R1 R2 R3 R4 R5

9x1.v A B E W G

Type 952 / 962 Sliding plate with guidance in direct axis and lift restriction

Type R1 R2 R3 R4 R5 R6

9x2.v A B E W G F

Type 953 / 963 Sliding plate with guidance in direct axis and lifting restriction

for cases when support is turned around the z-axis


9x3.v A B E W G F

Type 954 / 964 Sliding plate with guidance in two axis


9x1.v A B E W G1 G2

Type 954 / 964 Sliding plate with guidance in two axis and lifting restriction


9x1.v A B E W G1 G2

Beam clamp Type 971

lug on plate

For placing of guiding plates on bridge beams without welding, the beam clamp type 971 shall be used and

plate must be equipped with lugs. Dimension x is necessary to state in the order specification.

Guide plates

Guide plates are derived from basic type 950 and 960. Basic dimensions are identical. The G and F dimensions

are specified according to required movement restrictions. Guidances are delivered in sliding (type 95x) or

sliding with PTFE plate (type 96x) option. For applications with supports of type range 600, dimensions of base

plate, PTFE plate and support movement must be checked.

G2

K

F

G1

G2

G1

G

F

G

F

G

F

X

9 - 7

Material:

Carbon steel

Surface treatment:

Galvanized

Indication:

Type Dim.

971 M

DIM M A B t m (kg)

1 10 10 30 4-15 0,85

2 21 15 35 8-20 1,15

Application:

Dim.1 - I, IPE, HEA, HEB 100-200

Dim.2 - I, IPE, HEA, HEB 160-300

Load: lateral and axial forces up to 1 kN for both dimensions

Beam clamps are used for attachement of sliding supports of type 611, 614, 661-665 or plates

type 65x and 66x to steel structure beams. Range of application for profiles:

40-200

Beam clamp Type 971

80-300

Type no.

971-010

971-012

C

B

t

ØM A

C

9 - 8

Spherical washer plate Type 932 - set on U-channels.

Minimum distance between channels shall be kept to

allow hanger rod angulation. For maximum distance see

table of Type datasheet. Washer to be tack welded to beam

flange to avoid any movement.

Spherical surface shall be cleaned before assembly.

Weld on clevis Type 922 - at first, clevis to be welded from both

sides parallel to pivot axis. These welds are main load carrying.

Complete tight welds on bent sides. Weld sizes are given in table

of Type datasheet. Insert stud through the eyenut and secure by

washers and split pins.

Weld on eye Type 911 - plate to be continuosly fillet-welded

to required position, weld thickness acc. to table datasheet.

Up to plate size 20 use fillet weld, for greater sizes use

partial penetrated fillet weld (K-weld).

The welds shall meet the requirements for visual check acc.

to ISO 5817, grade C or AWS D1.1.

Beam clamp Type 935-937 - set L-splice plates on beam

flange. Splices are tight to beam through stud bolt and

spacer tube. Tight the bolt to close gap between spacer and

clamp sidewall. Bolt to be secured by counter nuts.

Beam clamp for supports Type 932-937

at assembly set first pipe support or base plate.

Set L-profiles to required support gap-space.

Splice plates to be tighted through stud bolts,

inserted in spacer tubes. Clamp shall be fixed

by outer nuts, tight torque 15Nm for all sizes.

Anchoring / sliding plates Type 950 and 960 - fixing of plates to structure/floor via welding

or bolting. Weld shall be performed on tack method to prevent heat damage of PTFE plate.

Guide plates shall be laid as set together on pipe shoe.

900 - Installation

9 - 9

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