Peri SB Brace Frame Instructions For Assembly And Use Download Page 68 | Manualshive

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SB Brace Frame

64

Item no. Weight kg

030030
030050
030005
030480

1,440
0,000
0,720
1,440

Tie Rods DW 15
Tie Rod DW 15, spec. length
Cutting Cost Tie Rod DW 15, B 15
Tie Rod DW 15, l = 0.50 m
Tie Rod DW 15, l = 1.00 m

Note

Non-weldable! Take official approval into
consideration!

Technical Data

Permissible tension force 90 kN.

':

027210
027213
027211

3,300
2,300
0,760

Spanners SW for SB
Spanner SW 80, for SB
Spanner SW 70, for SB
Spanner SW 46, for SB

For different applications.

L

645

570

380

L

026415
026417
026411
026412
026413
026414
026419
026418

3,550
0,000
3,550
7,100
10,650
14,200
17,750
21,600

Scaffold Tubes Steel Ø 48.3 x 3.2
Scaff. Tube Steel Ø 48.3 x 3.2, special length
Cutting Cost Scaffold Tube
Scaff. Tube Steel Ø 48.3 x 3.2, l = 1.0 m
Scaff. Tube Steel Ø 48.3 x 3.2, l = 2.0 m
Scaff. Tube Steel Ø 48.3 x 3.2, l = 3.0 m
Scaff. Tube Steel Ø 48.3 x 3.2, l = 4.0 m
Scaff. Tube Steel Ø 48.3 x 3.2, l = 5.0 m
Scaff. Tube Steel Ø 48.3 x 3.2, l = 6.0 m

L

1000

2000

3000

4000

5000

6000

[

L

017010

1,400

Swivel Coupling DK 48/48, galv.

For Scaffold Tubes Ø 48 mm.

6:

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Summary of Contents for SB Brace Frame

Page 1: ...Edition 09 2015 SB Brace Frame For single sided walls Instructions for Assembly and Use Standard Conﬁguration ...

Page 2: ......

Page 3: ... B2 Connecting to the Systems Girder formwork 18 Panel formwork 22 B3 Bracing Diagonal bracing 26 B4 Moving With the crane 28 With the Guide Roller 29 Standard Conﬁguration SB 1 SB 2 C1 Connecting to the Systems SB 1 up to h 3 60 m 30 SB 2 up to h 6 00 m 34 C2 Moving With the crane 39 Standard Conﬁguration SB L D1 Pre Assembly SB L with Anchor Bracket 40 SB L VARIOKIT 41 D2 Connecting to the Syste...

Page 4: ...1 C1 20 1 20 2 20 3 20 4 D1 D1 54 58 B3 B1 B3 SB Brace Frame for single sided walls Instructions for Assembly and Use Standard Configuration Overview Main components ...

Page 5: ...e instructions is understood to be a system representation only The assem bly steps presented in these Instruc tions for Assembly and Use are shown in the form of examples with only one component size They are valid accord ingly for all component sizes contained in the standard conﬁguration For a better understanding detailed il lustrations are partly incomplete The safety installations which have...

Page 6: ......

Page 7: ...ialist knowledge gained from professional training work experi ence and recent professional activity the qualiﬁed person has a reliable un derstanding of safety related issues and can correctly carry out tests Depending on the complexity of the test to be un dertaken e g scope of testing type of testing or the use of a certain measur ing device a range of specialist knowl edge is necessary Qualiﬁe...

Page 8: ...C 8 75 m SB Brace Frame SB A B C 6 75 m SB Brace Frame SB A B 6 00 m SB Brace Frame SB B C 5 00 m SB Brace Frame SB A C 4 00 m SB Brace Frame SB B 4 00 m SB Brace Frame A 3 00 m SB Brace Frame SB 1 3 60 m SB Brace Frame SB 2 6 00 m SB Brace Frame SB L 3 00 m Product description PERI products have been designed for exclusive use in the industrial and com mercial sectors only by suitably trained per...

Page 9: ...ubsequent ly removed and damage to the formlin ing is largely avoided Close all unused anchor holes with plugs this eliminates any subsequent cleaning or repair work Anchor holes accidentally blocked with concrete are freed by means of a steel pin from the formlining side When placing bundles of reinforcement bars or other heavy objects on horizon tally stored formwork elements suita ble support e...

Page 10: ...tractor must immediately create another risk assessment with appropriate measures for ensuring the stability of the formwork system being carried out based on the re sults and arrange for an extraordinary in spection by a qualiﬁed person The aim of this inspection is to identify and rectify any damage in good time in order to guarantee the safe use of the formwork system Exceptional occurrences ca...

Page 11: ...ake place only if the an chorage has sufﬁcient concrete strength Do not weld heat or deform DW tie rods which are to be used for anchoring Storage and transportation Store and transport components ensur ing that no unintentional change in their position is possible Detach load bear ing devices and lifting gear from the lowered components only if they are in a stable position and no unintentional c...

Page 12: ...llets and stacking devices are suitable for lifting by crane or forklift They can also be moved with the PERI pallet lifting trolley All pallets and stacking devices can be lifted using both the longitudinal and front sides Stacking Only brace frame units of the same size are to be transported in one stack Stacking height max 6 units depending on the truck Fig A1 01 A1 02 10 units for Brace Frame ...

Page 13: ...se Standard Configuration Loading onto trucks Secure stacks with steel strapping Secure stacks with tension belts Use edge protection max height 2 stacks each with 6 Brace Frames Fig A1 03 The number of stacks that can be trans ported depends on the respective na tional transport regulations Fig A1 03 ...

Page 14: ... 15 2x 5 1 Hex Nut DW 15 SW 30 108 2x Lost anchor components 6 Brace Frame Double Anchor DW 15 1x Alternative see Fig A2 03 4 Tie Rod DW 15 2x 7 Threaded Anchor Plate DW 15 2x Fig A2 01 Anchor System DW 15 Execution with Anchor Waler Permissible tension force 2 x 90 kN 180 kN Re usable anchor components 2 2 Wingnut Pivot Plate DW 15 2x 8 1 Anchor Plate SB DW 26 2x 9 Anchor Waler U140 0 55 m or 2x ...

Page 15: ...0 2x 8 1 Anchor Plate SB DW 26 2x 9 Anchor Waler U160 0 55 m 2x 4 Tie Rod DW 20 2x 5 2 Hex Nut DW 20 SW 36 110 2x Lost anchor components 4 Tie Rod DW 20 2x 7 Threaded Anchor Plate 20 2x Fig A2 03 Anchor System DW 26 Execution with Anchor Waler Permissible tension force 2 x 250 kN 500 kN Re usable anchor components 5 Hex Nut DW 26 SW 46 80 2x 8 2 Tension Release Plate SB DW 26 2x 9 Anchor Waler U16...

Page 16: ...x is larger y must be smaller if x is smaller y must be larger If dimension x is reduced the anchor is positioned in the area of the formwork Panel formwork Panel formwork Girder formwork Girder formwork Girder circular formwork Girder circular formwork Brace Frame SB 1 and SB 2 in accordance with the DW anchor system Fig A2 06a A2 06c Brace Frame SB AO A B in accordance with the DW anchor system ...

Page 17: ...work Panel formwork Girder formwork Girder formwork Girder circular formwork Girder circular formwork Brace Frame SB 1 in accordance with the DW anchor system Fig A2 08a A2 08c Brace Frame SB B in accordance with the DW anchor system Fig A2 07a A2 07c Fig A2 07a Fig A2 08a Fig A2 07b Fig A2 08b Fig A2 07c Fig A2 08c Execution with Double Anchor Tie Yoke x 120 for SRZ Profile U 100 x 270 for SRZ Pr...

Page 18: ...Installation of the V Tie Holder and Leading Anchor Cou pler Concreting Removal of Leading Anchor Coupler with Spanner SW 70 Check tie rod to en sure it is ﬁrmly in place Untighten the hex nut and tie rod by means of the spanner Unscrew the tie rod and hex nut by means of the spanner Screw out tie rod with the Tension Rod Wrench Fill hole Work sequence for re usable tie rods Installation of the V ...

Page 19: ...stem DW 20 Execution with tie rod Re usable anchor components 11 Leading Anchor Coupler DW 20 4 Tie Rod DW 20 Lost anchor components 10 V Tie Holder DW 20 12 Spacer Tube rough DR 42 7 Threaded Anchor Plate DW 20 Fig A2 09c Anchor System DW 26 Execution with tie rods Re usable anchor components 11 Leading Anchor Coupler DW 26 4 Tie Rod DW 26 Lost anchor components 10 V Tie Holder DW 26 12 Spacer Tu...

Page 20: ...s for Assembly and Use Standard Configuration Height combinations examples Fig B1 01 Assemble brace frames on tidy ﬂat and sufﬁciently load bearing surfac es Assembly Assembly is to take place horizontally and with the crane 1 Place all required individual Brace Frames SB A0 A B C in sequence on timbers Fig B1 02 Assembling SB A0 A B C Fig B1 01 Fig B1 02 front rear ...

Page 21: ... B1 04 Connecting SB A to SB B 2 Remove spindles on the Brace Frame Front TR 50 x 8 20 6 rear TR 60 x 9 43 20 7 support Fig B1 05 3 Push Brace Frames together 4 Connect Brace Frames at front with Bolts Ø 50 x 150 and cotter pins 20 5 Fig B1 06 5 Connect Brace Frames at rear with spindle 20 6 Fig B1 06 Connecting with SB C Example with SB B 6 Remove Bolts Ø 25 x 180 and cotter pins 20 5 on the Brac...

Page 22: ...e into account the information provided by PERI for the respec tive system After concreting or moving each time the mountings wedges are to be checked and if necessary permanently secured Girder formwork VARIO GT 24 RUNDFLEX and RUNDFLEX Plus Assembly is to take place horizontally and with the crane Place the formwork unit on a tidy ﬂat and sufﬁciently load bearing surface Place timbers underneath...

Page 23: ...om the bottom 6 Mount second Brace Frame 7 Brace the Brace Frames with scaf fold tubes horizontal and vertical see B3 Fig B2 01 B2 01c 8 Check all ﬁxing points to ensure they are secure 9 Release crane lifting gear 10 Mount concreting platform see Instructions for Assembly and Use of the formwork system 11 Adjust height of the moving unit with the spindles Erection Erect the unit with the crane on...

Page 24: ...quired height stop 4 Lower the Brace frame and push the Waler Connector through the Distri bution Waler 39 The bottom Distribution Waler lies against the formwork support 5 Fix Waler Connectors with Wedge K 30 1 starting from the bottom Fig B2 02 B2 02b 6 For further work steps see Section B2 VARIO GT 24 from Point 6 Assembly on vertically positioned elements VARIO GT 24 and RUNDFLEX 1 Erect move ...

Page 25: ...red height stop 3 Lift the Brace Frame with the crane into the opened Brace Frame Connec tors RFP 4 Close the Brace Frame Connectors RFP and secure with wedges Fig B2 04 B2 04b 5 For further work steps see Section B2 VARIO GT 24 from Point 6 Fig B2 04a Fig B2 05 Assembly on vertically positioned elements Prepare element 1 Fix the Brace Frame Connectors RFP 31 in the Brace Connectors of the outer t...

Page 26: ...ts and guardrail posts along with decking and handrail boards sup plied by the contractor Take into account permissible widths of inﬂuence see PERI Design Infor mation Brace Frame SB max 8 70 m Max concreting height Vertical elements h 8 70 m Fig B2 06 Horizontal elements h 8 40 m Take into account the respective sys tem Instructions for Assembly and Use Required components per tie point MAXIMO 32...

Page 27: ...he Connector SB A B C MX TR D with the element Preparation 1 Position the element or element unit on trestles 2 Insert sleeves 32 2 or 32 4 into the anchor holes only with MAXIMO 3 Insert Bolts SB 32 1 or 32 3 from below 4 Lay Connector SB 32 on the anchor hole and securely ﬁx with a wedge 5 Fix additional Connectors SB to the anchor holes Fig B2 07 MAXIMO TRIO DOMINO Fig B2 07 ...

Page 28: ... timbers 2 Adjust the formwork support 20 8 to the required height stop 3 Open clamping jaws 32 5 4 Lift the Brace Frame with the crane into the opened Brace Frame Connec tors SB A B C The bottom Connector SB lies against the formwork support 4 Close clamping jaws with cam nuts beginning from the bottom Fig B2 08 B2 08a For further work steps see Section B2 VARIO GT 24 from Point 6 Fig B2 08a Fig ...

Page 29: ...25 SB Brace Frame for single sided walls Instructions for Assembly and Use Standard Configuration ...

Page 30: ...uired when transferring Brace Frames Diagonal bracing is assembled hori zontally except for vertical assem bly Fig B3 02 Required components 40 Scaffold tube Ø 48 3 x 3 2 40 1 Scaffold tube optional 41 Swivel Couplers 48 48 mm Concreting heights Fig B3 01a B3 01h Assembly Assembly from bottom to top 1 Fix horizontal scaffold tubes in the available couplers 2 Fix diagonal scaffold tubes to the hori...

Page 31: ...27 B3 Bracing SB A0 A B C SB Brace Frame for single sided walls Instructions for Assembly and Use Standard Configuration h 5 50 6 75 m h 8 75 m h 6 75 8 75 m Fig B3 01h Fig B3 01f Fig B3 01g Fig B3 02 ...

Page 32: ...ible capacity of load bearing point SB C 1 5 t with a lifting chain angle 15 Attaching Always attach Brace Frame combina tions with Brace Frame SB C to the SB C Fig B4 01 Wrap textile strap around Brace Frame combinations without Brace Frame SB C and attach to the crane Fig B4 02 Table Determining the weight of the trans portable units Transportable unit consists of 2 x Brace Frame including diago...

Page 33: ... load is unfavourably set Take the ballast into consideration Fig B4 05 Include Guide Rollers in the planning so that the overall centre of gravity lies between the rollers Fig B4 04 Assembly 1 Push back the wedge 42 1 2 Push the Guide Roller 42 over the proﬁle tube and secure with a wedge Fig B4 03a B4 03b Concreting For concreting the Guide Roller is to be spindled free of load Load transfer tak...

Page 34: ...he information provided by PERI for the respec tive system After concreting or moving each time the mountings wedges are to be checked and if necessary permanently secured Girder formwork VARIO GT 24 RUNDFLEX Assembly is to take place horizontally and with the crane Place the formwork unit on a tidy ﬂat and sufﬁciently load bearing surface Place timbers underneath Depending on the top edge of the ...

Page 35: ... nut on the Hook Strap 33 and push bolt through the hole on the Brace Frame 3 Mount hook on the steel waler Dis tribution Waler and secure Hook Strap with nut Fig C1 01a at top C1 01b at bottom 4 Attach additional Hook Straps to the next steel waler Distribution Waler 5 Release crane lifting gear 6 Mount second Brace Frame 7 Brace the Brace Frames with scaf fold tubes 40 horizontal and verti cal 8...

Page 36: ...Brace Frame SB Max concreting height Vertical element h 3 30 m Horizontal element h 2 40 m Extended element h 3 60 m Take into account the respective sys tem Instructions for Assembly and Use Required components per Connector for MAXIMO 34 Connector 1x SB 1 2 MX TR D 33 Hook Strap SB 1 2 2x Board 3 x 14 1x 32 1 Bolt SB MAXIMO 2x 32 2 Sleeve SB MAXIMO 2x 32 4 Sleeve SB MAXIMO WDMX 2x with removable...

Page 37: ...Frame 1 Position the element or element unit on timbers 2 Swivel in Brace Frame with the crane and position on the Connector SB 34 3 Mount two Hook Strapss 33 to the lugs Pos 1 Pos 3 of the Connec tor SB and secure with nuts Put board underneath as slide protection Fig C1 03 If a connection at Position 3 is not possible then use Position 2 4 Release crane lifting gear 5 Mount second Brace Frame 6 ...

Page 38: ...into account the information provided by PERI for the respec tive system After concreting or moving each time the mountings wedges are to be checked and if necessary permanently secured Girder formwork VARIO GT 24 RUNDFLEX Assembly is to take place horizontally and with the crane Place the formwork unit on a tidy ﬂat and sufﬁciently load bearing surface Place timbers underneath Depending on the to...

Page 39: ...ook Strap SB 2 1 Place Brace Frame in position with the crane and set down on steel waler Distribution Waler 2 Release one bolt SW 19 on the Hook Strap and push bolt through the hole on the Brace Frame Screw in bolt 3 Mount hook on the steel waler Distri bution Waler and tighten 4 Fix Hook Straps to all steel walers Distribution Walers Fig C1 04a C1 05a at top C1 04b C1 05b at bottom 5 Release cra...

Page 40: ...Horizontal element h 4 80 m Extended element h 6 00 m Take into account the respective system Instructions for Assembly and Use Required components per Connector for MAXIMO 34 Connector 1x SB 1 2 MX TR D 33 Hook Strap SB 1 2 2x Board 3 x 14 1x 32 1 Bolt SB MAXIMO 2x 32 2 Sleeve SB MAXIMO 2x 32 4 Sleeve SB MAXIMO WDMX 2x with removable sealing Required components per Connector for TRIO DOMINO 34 Co...

Page 41: ...1 Position the element or element unit on trestles Element connections see Instructions for Assembly and Use of the system 2 Insert sleeves 32 2 or 32 4 into the anchor holes of the element only with MAXIMO 3 Position the Connector SB 34 with the connections on the anchor holes 4 Insert Bolts SB MAXIMO 32 1 or Bolts SB TRIO DOMINO 32 3 from below 5 Fix Connector SB to both anchor holes with wedges...

Page 42: ...ctor SB 3 Mount two Hook Straps 33 on the lugs Pos 2 Pos 3 of the Connec tor SB and secure with nuts Put board underneath as slide protection Fig C1 07a 4 Release crane lifting gear 5 Mount second Brace Frame 6 Brace the Brace Frames with scaffold tubes 40 horizontal and vertical Fig C1 07 7 Mount concreting platforms 8 Adjust height of the transportable unit with the spindles Erection Permissible...

Page 43: ...ctor SB 1 2 Always fasten to the Connector SB 1 2 34 Fig C2 01 Transportable unit with Brace Frame SB 2 and Hook Strap SB 2 asymmet rical SB 1 2 Wrap textile strap 36 around the Brace Frame and attach to the crane Fig C2 02 Transportable unit with Brace Frame SB 1 and Connector SB 1 2 Always fasten to the Connector SB 1 2 34 Fig C2 03 Transportable unit with Brace Frame SB 1 and Hook Strap SB 1 2 ...

Page 44: ... 2x 54 3 Compensation Washer 20 4x 55 1 Fitting Pin ø 21 x 120 1x Cotter Pin 4 1 1x 59 Support 1x Mounting the Brace Frame 1 Position the Steel Waler SRZ 245 51 on the secure element 2 Fasten Anchor Bracket SB L 54 with two Bolts M20 x 100 54 1 54 2 and Compensation Washers 54 3 at the front and rear on the Steel Waler SRZ 245 in the slotted holes Fig D1 03 3 Fix the Tension Strut SB L 57 to the A...

Page 45: ... 55 1 in the ﬁrst and third holes Fig D1 06 3 Attach the Steel Waler SRU 247 52 to the Corner Connector SRU using the bottom hole by means of Fitting Pins and Cotter Pins 55 1 the slot ted holes point towards the element Fig D1 06 4 Spindle out the Heavy Duty Spindle SLS 55 and attach to the Steel Wal ers SRU 247 and SRU 122 using Fit ting Pins and Cotter Pins 55 1 Fig D1 04 D1 05 5 Vertically spi...

Page 46: ... Hook Ties 39 1 through the Waler 85 and attach to the ele ment 3 Secure by means of Wingnut Pivot Plates 39 2 4 Second Waler 85 is ﬁxed in the same way Fig D2 01 D2 02 DOMINO Panel Formwork Required components per Brace Frame 39 1 Hook Tie DW 15 400 2x 39 2 Wingnut Pivot Plate 2x Connecting with Anchor Bracket and Corner Connector 1 Push Hook Tie 39 1 through the steel waler and attach to the ele...

Page 47: ...me Double Anchor Corner Connector SRU VARIOKIT Anchor System DW 15 Other anchor systems than those shown here require separate static proof Execution with Double Anchor Tie Yoke Permissible tension force 2 x 90 kN 180 kN Load table see PERI Design Informa tion for SB Brace Frame Versions 1 and 2 Re usable anchor components 2 1 Wingnut DW 15 2x 3 Double Tie Yoke 1x 4 Tie Rod DW 15 2x 5 1 Hex Nut DW...

Page 48: ...emove anchors Fig D4 01a 2 Temporary secure elements with push pull props to prevent tipping over 3 Remove Waler 85 36 1 Hook Tie DW 15 39 1 and Wingnut Pivot Plate 39 2 Fig D4 01 or 3 Remove Wingnut Pivot Plate 39 2 and Hook Tie DW 15 39 1 Fig D4 02 4 Move Brace Frame SB L using a tex tile strap 5 Move formwork unit with the lifting hook of the respective system take into account Instructions for...

Page 49: ... 0 63 m 0 63 m 0 77 m 0 77 m D5 Application Possibilities SB L SB Brace Frame for single sided walls Instructions for Assembly and Use Standard Configuration DOMINO 250 DOMINO 275 DOMINO 300 Version 1 Anchor Bracket SB L Version 2 Corner Connector SRU VARIOKIT MAXIMO 270 TRIO 270 ...

Page 50: ...table unit to the crane Fig E1 01 2 Erect in the process make sure that the bottom formlining edge is not damaged 3 Place the transportable unit on a suf ﬁciently load bearing surface and align using the spindles 20 6 20 7 4 Ensure stability and release crane lifting gear 5 Position additional transportable units 6 Install element connections between the transportable units see Instruc tions for A...

Page 51: ... secure wedges with cotter pins or screws Do not release the transportable unit from the concrete with the crane Procedure 1 Release element connections between the transportable units see Instructions for Assembly and Use of the formwork system 2 Remove re usable anchor parts 3 Relieve load on Brace Frame SB A0 A B with rear spindle 20 7 Fig E2 01 SB 2 with Adjustment Unit 20 7 Fig E2 02 SB 1 wit...

Page 52: ... Brace Frame when trans porting Always use the available load bearing points as well as tex tile straps Take into account the permissible load bearing capacities Before setting down each time al ways check the mountings wedg es If necessary secure wedges with cotter pins or screws Dismantling Girder and panel formwork 1 Position unit on timbers Fig E3 01 2 Dismantle working platform and access mea...

Page 53: ...dges with cotter pins or screws Dismantling Girder and panel formwork 1 Position unit on timbers 2 Dismantle working platform and access means 3 Remove bracing 4 Loosen or remove connections to the system 35 34 5 Release Brace Frames one after the other from the formwork and set down with the crane Fig E3 05 E3 06 6 Remove Connector SB 1 2 34 on the formwork unit release wedge and remove Bolts SB ...

Page 54: ...SB Brace Frame for single sided walls Instructions for Assembly and Use Standard Configuration Application The application is project related Important during the planning phase of single sided internal cor ners contact PERI ...

Page 55: ...ven separately Required concrete strength edge distances and wall thicknesses ac cording to static requirements The contractor user responsible for the installation of the anchoring is also re sponsible for the correct assembly and intended use In addition he shall ar range for the delivery and correct instal lation of any required additional rein forcement A record of the veriﬁcation of the exist...

Page 56: ...Push Brace Frame Adapter through the holes of the Brace Frame 4 Place Wall Scaffold Hinge SB 60 on the Brace Frame insert bolts through the right and left holes as well as through the holes of the Brace Frame Adapter 5 Firmly secure Wall Scaffold Hinge with bolts on the Brace Frame Fig F2 01 Erect working platform Erect working platform according to the plan Brace the working platform with diag on...

Page 57: ...Bolt M36 x 130 10 9 1x 65 Tie Rod DW 26 1x 66 Threaded Anchor Plate DW 26 1x Assembly 1 Pre assemble Brace Frames and remove front spindle see B1 2 Release both bolts 62 1 on the Brace Frame Adapter 62 SW 36 3 Place Brace Frame Adapter on the Brace Frame 4 Place Wall Scaffold Hinge SB 60 on the Brace Frame insert bolts through the right and left holes as well as through the holes of the Brace Fram...

Page 58: ... 26 2x 64 Scaffold Mounting Ring M36 2x 64 1 Hex Nut M36 x 130 10 9 2x 65 Tie Rod DW 26 2x 66 Threaded Anchor Plate DW 26 2x Assembly 1 Pre assemble Brace Frame and remove front spindle see B1 2 Release nuts on the threaded rods 60 2 SW 46 and remove Holder 60 3 3 Push on Wall Scaffold Hinge double 60 1 as far as possible onto the HEB Beam 4 Push Holder onto the threaded rod and secure with nuts t...

Page 59: ...55 SB Brace Frame for single sided walls Instructions for Assembly and Use Standard Configuration ...

Page 60: ...r 1 pc 030130 Cam Nut DW 15 galv mLQ max 027210 3 300 Accessories Spanner SW 80 for SB 025690 412 000 Brace Frame SB A0 For forming single sided walls and special applica tions Complete with 1 pc 700555 Rear Base Spindle for SB 1 pc 700554 Adjusting Nut SB A0 A B 1 pc 025730 Spindle TR 60 x 9 43 1 pc 710545 Bolt Ø 50 x 150 galv 1 pc 710618 Cotter Pin 8 galv 2 pc 017040 Screw On Coupler AK 48 galv ...

Page 61: ...1 5 t with crane sling angle 15 2 5 t with vertical lift 025710 275 000 Brace Frame SB B For forming single sided walls and special applica tions Complete with 1 pc 700555 Rear Base Spindle for SB 1 pc 700554 Adjusting Nut SB A0 A B 1 pc 025730 Spindle TR 60 x 9 43 1 pc 710545 Bolt Ø 50 x 150 galv 1 pc 710618 Cotter Pin 8 galv 2 pc 017040 Screw On Coupler AK 48 galv 1 pc 700553 Adapter 1 pc 030130...

Page 62: ...v For connecting MAXIMO panels with Brace Frame SB Note For use with Sealing Sleeve MX Ø 16 item no 112342 and Nut Sealing Sleeve MX Ø 16 item no 112338 Ø 113255 114417 0 414 1 400 Accessories Bolt SB MAXIMO galv Sleeve SB MAXIMO WDMX 113255 0 414 Bolt SB MAXIMO galv For connecting MAXIMO panels with Brace Frame SB Ø 114107 114417 1 190 1 400 Accessories Sleeve SB MAXIMO galv Sleeve SB MAXIMO WDMX...

Page 63: ...Data Permissible load bearing capacity 1 2 t 024250 0 331 Wedge K galv For coupling Compression Plate KDP Wedge Head Piece SRZ SRU and Waler Connector SB A B C 025760 1 300 Waler Connector SB A B C For connecting Steel Walers SRZ and SRU Profile U100 respectively U120 to SB A0 A B C 65 8 65 8 024250 0 331 Accessories Wedge K galv ...

Page 64: ...48 galv 027210 3 300 Accessories Spanner SW 80 for SB 027500 136 000 Brace Frame SB 1 For forming single sided walls and special applica tions Complete with 1 pc 715110 Spindle SB 1 compl 1 pc 018030 Spindle Tube TR 48 116 80 galv 2 pc 018270 Quick Jack Nut TR 48 galv 1 pc 018070 Base Plate for Spindle Tube TR 48 1 pc 018050 Pin Ø 16 x 65 86 galv 1 pc 018060 Cotter Pin 4 1 galv 1 pc 770012 Split P...

Page 65: ...027690 027590 113255 114107 114417 0 368 2 400 0 414 1 190 1 400 Accessories Bolt SB TRIO DOMINO galv Hook Strap for SB 1 2 Bolt SB MAXIMO galv Sleeve SB MAXIMO galv Sleeve SB MAXIMO WDMX 116078 3 970 Hook Strap for SB 2 asymmetric For fixing Brace Frame SB 2 to Steel Waler SRZ and SRU Profile U100 U140 8 0 8 6 027590 2 400 Hook Strap for SB 1 2 For fixing Brace Frame SB 1 and SB 2 to Steel Waler ...

Page 66: ... Wy 82 4 cm ly 412 cm4 L 100903 12 000 SB L Anchor Bracket For Brace Frame SB L For forming single sided walls Complete with 1 pc 105400 Pin Ø 20 x 140 galv 1 pc 018060 Cotter Pin 4 1 galv 024910 710334 024180 0 303 0 064 0 126 Accessories Bolt ISO 4014 M20 x 100 8 8 galv Nut ISO 4032 M20 8 galv Compensation Washer 20 galv 100901 5 370 SB L Tension Strut l 740 mm For Brace Frame SB L For forming s...

Page 67: ...v 0 6 101776 24 200 Heavy Duty Spindle SLS 140 240 As adjustable spindle in lattice frameworks with SRU Steel Walers and RCS Climbing Rails PLQ PD Ø Ø 102018 4 880 Base Plate 2 for RS 1000 1400 galv For assembly of RS 210 260 300 450 650 1000 1400 push pull props and Heavy Duty Spindles Complete with 2 pc 105400 Pin Ø 20 x 140 galv 2 pc 018060 Cotter Pin 4 1 galv ...

Page 68: ...B Spanner SW 46 for SB For different applications L 645 570 380 L 026415 026417 026411 026412 026413 026414 026419 026418 3 550 0 000 3 550 7 100 10 650 14 200 17 750 21 600 Scaffold Tubes Steel Ø 48 3 x 3 2 Scaff Tube Steel Ø 48 3 x 3 2 special length Cutting Cost Scaffold Tube Scaff Tube Steel Ø 48 3 x 3 2 l 1 0 m Scaff Tube Steel Ø 48 3 x 3 2 l 2 0 m Scaff Tube Steel Ø 48 3 x 3 2 l 3 0 m Scaff ...

Page 69: ...ble load 90 kN 6 030090 0 402 Hex Nut DW 15 SW 30 108 galv For coupling Tie Rod DW 15 and B 15 Technical Data Permissible load 90 kN 6 030060 2 130 Brace Frame Double Anchor DW 15 Non weldable Take approval into consideration Technical Data Permissible load 2 x 90 kN Dependent on concre te strength and installation depth R 030840 0 516 Threaded Anchor Plate DW 15 For use with Tie Rod DW 15 or B 15...

Page 70: ... 1 00 m Note Non weldable Take official approval into conside ration Technical Data Permissible tension force 150 kN 031627 0 967 Spacer Tube rough DR 32 l 3 00 m Plastic spacer tube for DW 26 L Ø Ø 031631 0 345 Leading Anchor Coupler DW 15 compl For easy installation of DW 15 Tie Rods at 45 inclinations 6 DW 031580 0 440 V Tie Holder DW 15 For easy installation of DW 15 Tie Rods at 45 inclination...

Page 71: ...eldable For anchoring with Tie Rod DW 20 and B 20 Note Weldable Technical Data Permissible load 150 kN 6 030590 0 685 Hex Nut DW 20 SW 36 110 weldable For coupling Tie Rod DW 20 and B 20 Note Weldable Technical Data Permissible load 150 kN 6 030860 0 801 Threaded Anchor Plate DW 20 For use with Tie Rod DW 20 B 20 or Screw On Cone 2 M24 DW 20 For anchoring in concrete Note Lost anchor part ...

Page 72: ...31632 0 355 Leading Anchor Coupler DW 20 For easy installation of DW 20 Tie Rods at 45 inclinations 6 DW 031590 0 420 V Tie Holder DW 20 For easy installation of DW 20 Tie Rods at 45 inclinations 030830 2 180 Counterplate DW 20 120 x 120 x 20 For anchoring with Tie Rod DW 20 and B 20 Technical Data Permissible load 150 kN ...

Page 73: ...n Rod and Tie Rod DW 26 Technical Data Permissible load 250 kN DW M 6 030870 1 240 Threaded Anchor Plate DW 26 For use with Tie Rod DW 26 or Screw On Cone M36 DW 26 For anchoring in concrete Note Lost anchor part 030340 030500 030645 030646 4 480 0 000 2 240 4 480 Tie Rods DW 26 Tie Rod DW 26 spec length Cutting Cost Tie Rod DW 26 Tie Rod DW 26 l 0 50 m Tie Rod DW 26 l 1 00 m Note Non weldable Tak...

Page 74: ... 430 V Tie Holder DW 26 For easy installation of DW 26 Tie Rods at 45 inclinations 030970 0 800 Hex Coupler DW 26 SW 46 80 weldable For anchoring with Tie Rod DW 26 Note Weldable Technical Data Permissible load 250 kN 6 030980 1 540 Hex Coupler DW 26 SW 46 150 weldable For coupling Tie Rod DW 26 Note Weldable Technical Data Permissible load 250 kN 6 ...

Page 75: ...r Plate SB DW 26 For anchoring of Brace Frame SB Technical Data Permissible load 250 kN 101621 10 100 Tension Release Plate SB DW 26 For anchoring of Brace Frame SB Allows easy release of higher tensile loads In connection with Anchor Waler 55 or 235 Turn bolt to working posi tion before shuttering Complete with 4 pc 724563 Hex Bolt ISO 4017 M30 x 50 8 8 galv Technical Data Permissible load 250 kN...

Page 76: ... the brace frame wall scaffold hinge to the Brace Frame SB A0 A or B Complete with 2 pc 106803 Nuts ISO 7042 M24 10 galv 2 pc 106797 Bolt ISO 4014 M24 x 220 10 9 galv 0 6 106661 32 000 Brace Frame Wall Scaffold Hinge For hoizontal use of PERI Brace Frames SB A0 A B and SB 2 as climbing brackets 106662 106663 4 870 13 900 Accessories Brace Frame Adaptor SB A0 A B Brace Frame Adaptor SB 2 027530 39 ...

Page 77: ... M36 x 130 10 9 galv 030940 3 040 Climbing Cone 2 M36 DW 26 galv Tie System M36 For anchoring of climbing systems Note Separate design information on request 6 DW M Ø 030870 030340 1 240 4 480 Accessories Threaded Anchor Plate DW 26 Tie Rod DW 26 spec length 111866 64 600 Wall Scaffold Hinge SB double For hoizontal use of PERI Brace Frames SB A0 A B as climbing bracket ...

Page 78: ...h strength bolt for anchoring of climbing systems 6 0 030340 030500 4 480 0 000 Tie Rod DW 26 Tie Rod DW 26 spec length Cutting Cost Tie Rod DW 26 Note Non weldable Take official approval into conside ration Technical Data Permissible tension force 250 kN 030870 1 240 Threaded Anchor Plate DW 26 For use with Tie Rod DW 26 or Screw On Cone M36 DW 26 For anchoring in concrete Note Lost anchor part ...

Page 79: ...r fixing the M36 anchor system if the plywood formlining is not drilled through 6 Ø 0 027212 710312 0 445 0 005 Accessories Allen Key SW 14 long Nail 3 x 80 029440 0 005 Lag Screw DIN 571 6 x 20 galv 0 6 029390 0 170 Anchor Positioning Plate M36 galv For fixing the M36 anchor system if the plywood formlining is drilled through 029440 0 005 Accessories Lag Screw DIN 571 6 x 20 galv ...

Page 80: ...tr HK PERI Hong Kong Limited www perihk com ID PT Beton Perkasa Wijaksana www betonperkasa com IL PERI F E Ltd www peri co il IN PERI India Pvt Ltd www peri in IR PERI Persa Ltd www peri ir JO PERI GmbH Jordan www peri com JP PERI Japan K K www perijapan jp KR PERI Korea Ltd www perikorea com KW PERI Kuwait W L L www peri com kw KZ TOO PERI Kazakhstan www peri kz LB PERI Lebanon Sarl lebanon peri ...

Page 81: ...ar is IT PERI S p A www peri it LT PERI UAB www peri lt LU N V PERI S A www peri lu LV PERI SIA www peri latvija lv NL PERI B V www peri nl NO PERI Norge AS www peri no PL PERI Polska Sp z o o www peri com pl PT Pericofragens Lda www peri pt RO PERI România SRL www peri ro RS PERI oplate d o o www peri rs RU OOO PERI www peri ru SE PERI Sverige AB www periform se SI PERI oplate i skele d o o www p...

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Page 84: ... Diesel Strasse 19 89264 Weissenhorn Germany Tel 49 0 7309 950 0 Fax 49 0 7309 951 0 info peri com www peri com System Independent Accessories Wall Formwork Column Formwork Slab Formwork Climbing Systems Tunnel Formwork Bridge Formwork Shoring Systems Facade Scaffold Construction Scaffold Industrial Scaffold Access Protection Scaffold Services ...

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