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Peri SKYDECK, Instructions For Assembly And Use

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Peri SKYDECK Instructions For Assembly And Use Download Page 67

65

c = 1.50 m c = 0.75 m

14

5.13

0.518

0.259

0.354

0.177

1.349

0.675

0.033

0.016

1.232

0.616

16

5.62

0.650

0.325

0.388

0.194

1.516

0.758

0.033

0.016

1.232

0.616

18

6.11

0.798

0.399

0.422

0.211

1.697

0.849

0.033

0.016

1.232

0.616

20

6.60

0.960

0.480

0.455

0.228

1.893

0.947

0.033

0.016

1.232

0.616

22

7.09

1.137

0.568

0.489

0.245

2.104

1.052

0.033

0.016

1.256

0.628

24

7.58

1.328

0.664

0.523

0.262

2.329

1.165

0.033

0.016

1.279

0.639

25

7.83

1.430

0.715

0.540

0.270

2.447

1.224

0.033

0.016

1.291

0.645

26

8.07

1.535

0.767

0.557

0.278

2.569

1.285

0.033

0.016

1.302

0.651

28

8.56

1.756

0.878

0.591

0.295

2.824

1.412

0.033

0.016

1.326

0.663

30

9.05

1.991

0.996

0.624

0.312

3.094

1.547

0.033

0.016

1.349

0.675

35

10.38

2.701

1.351

0.716

0.358

3.895

1.948

0.033

0.016

1.408

0.704

40

11.73

3.528

1.764

0.809

0.405

4.815

2.408

0.033

0.016

1.466

0.733

43

12.54

4.077

2.039

0.865

0.433

5.425

2.712

0.033

0.016

1.501

0.751

45

13.08

2.233

0.451

2.926

0.016

0.762

50

14.43

2.756

0.498

3.500

0.016

0.792

55

15.77

3.335

0.544

4.129

0.016

0.821

60

17.12

3.969

0.591

4.814

0.016

0.850

65

18.47

4.658

0.637

5.553

0.016

0.879

70

19.82

5.402

0.684

6.347

0.016

0.909

75

21.08

6.152

0.727

7.145

0.016

0.938

80

22.30

6.930

0.769

7.968

0.016

0.967

85

23.53

7.754

0.812

8.838

0.016

0.996

90

24.75

8.623

0.854

9.753

0.016

1.026

A14 Horizontal loads with Slab Props PEP

System with Drophead SFK or Prop-
head SSK and Main Beam SLT 225

 

– Horizontal loads per boundary bay 

are determined for an open build-
ing edge on one side!

 

– Bolt Drophead SFK to Slab Prop 

PEP!

 

– Increase prop loads in the braced 

areas by ΔV = 2.60 kN!

*  Load case combination LFK 1: working oper tilting po stopend formwork  

pr working wind speed.

** Load case combination LFK 2: tilting position (without concrete load) + maximum wind speed
  [before concreting].

Slab

thickness

[cm]

Load 

according 

to DIN  

EN 12812

[kN/m²]

Horizontal Load 

edge area

 [kN]

Load case combination LFK 1: Concreting*

Load case combination LFK 2: Storm**

Horizontal Load 

inner bay

 [kN]

Horizontal Load 

edge area

 [kN]

Horizontal Load 

inner bay

 [kN]

Horizontal Load 

edge area

 [kN]

from stopend 

 

formwork 

pressure

from stopend

 

formwork 

pressure

Panel

span

c = 1.50 m

Panel

span

c = 0.75 m

Panel

span

c = 1.50 m

Panel

span

c = 0.75 m

Panel

span

c = 1.50 m

Panel

span

c = 0.75 m

Panel

span

c = 1.50 m

Panel

span

c = 0.75 m

Table A14.01

SKYDECK Panel Slab Formwork

Instructions for Assembly and Use – Standard Configuration

SKYDEKC AuV_ex_791458.indb   65

13.12.16   16:58

Summary of Contents for SKYDECK

Page 1: ...SKYDECK Panel Slab Formwork Instructions for Assembly and Use Standard Configuration Edition 09 2016...

Page 2: ...he inner bay 39 Transfer of horizontal loads from a casting segment 40 A8 Cantilevers Guardrails 42 Bracing on leading edges to prevent tipping 42 Guardrails with Handrail Unit SD 43 SKYDECK Guardrail...

Page 3: ...1 2 1 4 3 1 2 3 4 SKYDECK Panel Slab Formwork Instructions for Assembly and Use Standard Configuration Overview Main components 1 Drophead SFK 2 Main Beam SLT 225 3 Panel SDP 4 Cover Strip SAL...

Page 4: ...Dimensions are usually given in cm Other units of measure e g m are shown in the illustrations Load details are usually given in kg Other measurement units e g t are specified in the illustrations Co...

Page 5: ...ed out the quali fied persons must have received in structions which contain at least the following points Explanation of the plan for the assem bly modification or dismantling of the formwork in an u...

Page 6: ...il unit that is screwed to the supporting frame as a framed construction and held by a securing lever when opened up The platform can be used on the edge of the floor slab as well as in the corner tab...

Page 7: ...ally 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...

Page 8: ...mediately create another risk assessment with appropriate measures for en suring the stability of the formwork system being carried out based on the results and arrange for an extraordinary in spectio...

Page 9: ...pplied by the contractor e g bracing Load assumptions for horizontal loads in accordance with DIN EN 12812 When storing heavy items on the form work the load bearing capacity must be taken into consid...

Page 10: ...ng lifting gear using the four load bearing points Transport PERI pallets and stacking devices are suitable for lifting by crane or forklift They can also be moved with the PERI Pallet Lifting Trolley...

Page 11: ...sequence 1 Open locking mechanism on the pal let frame 2 Slide in one handrail unit and close locking mechanism 3 Slide in additional handrail units Handrail units lock automatically above the red ba...

Page 12: ...ks of up to 5 elements Weights SDB 300 184 kg piece SDB 225 155 kg piece SDB 150 108 kg piece Stacks of platforms can be lifted with a fork lift truck using the long side Fig A1 09 The stack can be mo...

Page 13: ...37 5 Panel SDP 75x75 Panel SDP 75x50 Panel SDP 75x37 5 Cover Strip SAL The Cover Strip SAL is available with the following dimensions Cover Strip SAL 150 Cover Strip SAL 75 Cover Strip SAL 50 Cover St...

Page 14: ...DIN EN ISO 4016 M12 x 40 4 6 galv Mu Preparing the Drophead 1 Push drophead wedge 1 1 and Drop head 1 2 upwards as far as possible Fig A2 06 2 Insert drophead wedge 3 Secure with hammer blow shutter i...

Page 15: ...K Platform SDB 150 SKYDECK Platform SDB 225 SKYDECK Platform SDB 300 Fig A2 09 Fig A2 10 Internal crane eye Internal crane eye retracted Preparation for Use Take individual platforms from the stack fo...

Page 16: ...of proof Rk characteristic resistance Rd design value of the resistance Fk Factual actual or characteristic action Ed design value of the action Fult Rk characteristic resistance e g breaking load Fpe...

Page 17: ...g operations 1 of the vertical load DIN EN 12812 8 2 2 2 Horizontal load from the tilting position 1 of the vertical load DIN EN 12812 9 3 4 2 Wind loads Working wind dynamic pressure qW A 0 20 kN m D...

Page 18: ...r Assembly and Use Standard Configuration A3 System dimensions Overview of the required frames MRK with the use of MULTIPROP Towers PRK with the use of PEP Props Frames MRK Item no PRK Item no SKYDECK...

Page 19: ...beam connec tion 2 1 must be mounted in the middle of the beam support 1 2 of the SKYDECK heads Fig A4 02a A4 02b A4 02c 6 Secure Main Beam SLT 225 2 with Wall Holder SWH 2 8 7 Position second pair of...

Page 20: ...formwork surface area may only be accessed or loaded when Wall Holders SWH 2 have been installed The Wall Holder SWH 2 8 is used to hold the slab formwork in a horizontal position during the assembly...

Page 21: ...cing 2 275 m 4 Insert Main Beam SLT 225 2 into the beam support of the Prophead and Drophead Fig A4 09 5 Secure with tripod 6 Insert panels 3 Fig A4 10 J JThe transverse bay is complete Fig A4 11 Shut...

Page 22: ...lete Fig A4 14 The Wall Holder SWH 2 8 is mount ed in every second bay Risk of falling When lingering on the slab form work measures must be taken to prevent falling e g PPE When shuttering from below...

Page 23: ...26 km h and dy namic pressure 0 061 kN m 36 km h For unfavourable structure geometries or larger wind speeds additional secur ing measures are to be implemented e g ballast bracing Fig A4 16 dismantl...

Page 24: ...ray the forming area with a release agent also from below if used for the first time Risk of slipping The forming area becomes slippery through the use of release agents Be extremely careful when acce...

Page 25: ...23 SKYDECK Panel Slab Formwork Instructions for Assembly and Use Standard Configuration...

Page 26: ...stall Filler Timber SPH 12 vertically or horizontally to the Combihead SCK Fig A5 04 nailed laterally on the panel horizontally transverse to the sus pended Edge Beam SRT Fig A5 05 A5 06 End Support S...

Page 27: ...SL 11 Fig A5 14 Mounting the main beam The Main Beam SLT must be mounted in the middle of the beam support of the SKYDECK Heads The main beam connection 2 1 encloses the main beam support 7 1 of the h...

Page 28: ...ent positions Select support posi tion according to the compensation width Position the cantilever of the Combihead SCK as close as possible to the wall in order to provide maximum support for the inf...

Page 29: ...19 A Install the cantilever of the Combihead 7 up to the compensation area Fig A5 19 B In the system with the Drophead 1 the Combihead 7 is always installed trans versely if it is positioned under a c...

Page 30: ...and secure in posi tion with nails Longitudinal compensations Secure filler plates with nails Drophead infills up to 2 25 m 5 cm Prophead infills up to 2 25 m Length of room minus n x 2 30 m 2 25 m c...

Page 31: ...d by the contractor Gap 5 12 5 cm 1 Place Main Beam SLT 2 on inset prop with Combihead SCK 7 or Prophead SSK 6 2 Place additional props with trans versely positioned Combiheads SCK 7a in an offset arr...

Page 32: ...tall End Support Filler Timber and Edge Beam 3 Install formlining and secure in posi tion with nails Fig A5 26 A5 27 Fig A5 26 Fig A5 30 Fig A5 27 Gap 20 75 cm 1 Install Main Beam in Drophead SFK 1 Fi...

Page 33: ...xt prophead with Panel SDP 75 x 75 3a Fig A5 31 A5 32 2 Depending on the required load bear ing capacity continue forming with filler panels See PERI Tables 3 Form gaps up to 75 cm see following pages...

Page 34: ...ler Timber SPH 12 or timber 13 up to max 6 cm on the panel Fig A5 36 3 Install formlining 16 and secure with nails If panels 3 are placed over the main beam 2 the panel edge can not laterally stabiliz...

Page 35: ...he infill 2 Install Panel 3 3 Install Edge Beam SRT 2 9 or Filler Timber SPH 12 in the Combihead 4 Install formlining 16 and secure with nails Fig A5 37 Alternatively 1 Place Panel SDP 3 over the Main...

Page 36: ...ing around columns Take into account the supporting direction of the formlining Alternatively Install Edge Beam SRT 2 150 9 in a suspended position Fig A6 03 Flatly position Filler Timber SPH or in st...

Page 37: ...e Beam 9 in a sus pended position Fig A6 05 A6 06 Maximum column dimensions x 130 cm y 138 cm Depending on the slab thickness and prop width the transverse positioned filler plates are to be additiona...

Page 38: ...of influence of flat Filler Timber SPH maximum deformation l 500 For other slab thicknesses the values are interpolated linearly Take into account the supporting direction of the formlining Fig A6 10...

Page 39: ...ot desired Fig A6 11 Fig A6 12 Additional formlining support depending on the situation on site Shifting the main beam axis Fig A6 13 Secure Main Beam SLT props that have been shifted with tripods In...

Page 40: ...nsferred H 4 92 kN This load must be verified by the struc tural engineer regarding the respective column in the actual building condition Fig A7 01 Transfer of horizontal loads into the columns of th...

Page 41: ...gs Bays must be braced longitudinally and horizontally Assembly 1 Mount Base Plate on a sufficiently load bearing surface area e g using PERI Anchor Bolt 14 20x130 Item no 124777 Take into considerati...

Page 42: ...ation LFK 2 Storm 1 x Hload edge area 9 x Hload inner bay H 1 291 kN 9 x 0 033 kN 1 588 kN Number of chains H 1 588 kN 7 307 kN LFK 1 Concreting is decisive nchain H perm tension force of chain 7 31 k...

Page 43: ...60 1 5 kN Fig A7 04 Calculation Load Compilation LFK 1 Concreting 2 x Hload edge area stopendformwork pressure 8 x Hload inner bay H 2 x 2 447 kN 1 43 kN 8 x 0 54 kN 6 354 kN Load Compilation LFK 2 S...

Page 44: ...to inner prop max 50 cm Brace using Anchor Chain 23 Base Plate 24 and Anchor Bolt 24 1 Fig A8 01 Max slab overhang 37 5 cm Cantilevers with SKYDECK Platforms SDB Fig A8 02 A8 03 See Cantilevers with P...

Page 45: ...04a 1 Pull lug 25 1 upwards Fig A8 07 2 Move the Handrail Unit SD 25 firstly in the direction of the building edge l and then downwards ll Fig A8 04a 3 Place Handrail Unit SD with the hooks 25 2 betw...

Page 46: ...h remove the top guardrail board Adapt working area ac cordingly to suit changed guardrail situa tion After the last row of panels mount the Guardrail Holder SGH for the End Guard rail Frame on all m...

Page 47: ...45 SKYDECK Panel Slab Formwork Instructions for Assembly and Use Standard Configuration...

Page 48: ...slab formwork in con nection with SKYDECK Platform SDB is carried out in four areas I IV The sequence must be maintained Fig A9 01 Risk of falling Ensure that end to end side pro tection is installed...

Page 49: ...and formed into a base frame using MULTIPROP MRK 150 36 and MRK 225 36 1 Frames Fig A9 02 Mount the frame at the same level above the slab Locking wedges 36 2 are facing outwards 3 Attach two Prophea...

Page 50: ...load distribu tion when directly reaching under with the transportation fork 1 Attach 2 timbers with min 8 12 225 40 supplied by contractor to the hex bolts using nuts and washers Fig A9 04 2 Diagonal...

Page 51: ...table Follow Instructions for Use SKYDECK Lifting Fork 1 Raise the corner table using the SKYDECK Transportation Fork and extend the Props MP to the required length 2 Position the corner table at the...

Page 52: ...ch two tension chains to the Tension Sleeves SAO Diagonally 23 2 ten sion the first tension chain the sec ond tension chain 23 3 is vertically tensioned Fig A9 07 A9 07a Risk of falling During assembl...

Page 53: ...24 Fig A9 08 5 From below bay by bay immediately install 3 Panels 150 x 75 3 and 1 Filler Panel 150 x 37 5 3a as far as the platform support 2 7 of the Main Beam SLT 375 For example with the PERI Str...

Page 54: ...ge Clips SPKK 20 Components 2 Main Beam SLT 225 2 6 Main Beam SLT 375 10 Edge Beam SRT 19 Timber 20 Panel Wedge Clip SPKK 45 SKYDECK Platform SDB 300 46 SKYDECK Platform SDB 150 47 SKYDECK Platform SD...

Page 55: ...is locked in position and secured against tipping The slide safety device locks into the teeth of the main beam J JThe platform is secured against moving in the longitudinal direction of the beam 4 De...

Page 56: ...J JThe securing hook is released 7 The platforms are now moved to the next place of use Fig A9 14 8 Loosen the tension chains in the edge area bays B C lower the drop heads or props remove panels and...

Page 57: ...uptions such as columns offset walls or at an external wall Fig A9 16 The various platforms in use form a working and safety scaffold according to DIN 4420 Part 1 With 1 30 m platform width they fulfi...

Page 58: ...rned 90 without having to assemble a new system As a result T and L shaped ground plans are possible The change of direction is realized using the Main Beams SLT 150 in the outer row of the main bay T...

Page 59: ...of the transverse bay Fig A10 02 5 If a gap occurs with the Panel SDP between the transverse bay direction and main bay direction this is closed using filler timber 12 and filler plates 16 Fig A10 04...

Page 60: ...in bay as well as the Frame MRK Required components per change of direction bays 1 Drophead SFK 1x 2 Main Beam SLT 225 1x 2a Main Beam SLT 150 225 1x 3 Panel SDP 150 x 75 1x 3 1 Panel SDP 150 x 37 5 1...

Page 61: ...ig A10 06 Spacing bay width 1 50 m without Frame MRK see Section A4 Shuttering Install Panel SDP Insert panels in the direction of the main bay 1 Insert Panel SDP 150 x 75 3a 2 Insert Filler Panel SDP...

Page 62: ...ssembly 1 Set up first bay with tripods or Frame MRK 2 Mount Base Plate 24 on a suffi ciently load bearing surface area e g using PERI Anchor Bolt 14 20x130 Item no 124777 Take into considera tion the...

Page 63: ...14 20x130 Item no 124777 Take into considera tion the Technical Data Sheet 5 Insert the Tie Yoke of the Tension Unit Upper Part onto the Tie Rod 41 3 secure with the Hex Nut SW 30 50 42 and attach to...

Page 64: ...ide there is a clearance of approx 6 cm Fig A12 01 Edge infills Striking takes place firstly on the trans verse infills and then the longitudinal infills Remove props and store in pallets Dismantle sy...

Page 65: ...Strips SAL 4 remain standing Fig A12 05 Remaining areas Remove props on walls and store in pallets Remove filler areas around columns After reaching the required concrete strength lower drophead props...

Page 66: ...ar room height formwork assembly height with Drophead 41 cm Direction of assembly Max panel span Selected prop Actual prop load according to PERI Tables zul St tzenlast nach PERI Tabellen Inner tube b...

Page 67: ...016 0 879 70 19 82 5 402 0 684 6 347 0 016 0 909 75 21 08 6 152 0 727 7 145 0 016 0 938 80 22 30 6 930 0 769 7 968 0 016 0 967 85 23 53 7 754 0 812 8 838 0 016 0 996 90 24 75 8 623 0 854 9 753 0 016...

Page 68: ...28 m 3 63 m 55 3 84 m 4 16 m 3 88 m 4 20 m 60 4 60 m 4 87 m 4 65 m 4 91 m A15 Inclined slabs Maximum permissible slab inclination with Tension Sleeve SAO and Chain 3 0 kN Considered horizontal loads...

Page 69: ...30 5 kN 60 1 0 0 6 27 0 kN 8 1 kN 34 0 kN 6 5 kN 32 6 kN 4 9 kN 31 2 kN 30 1 0 0 6 31 2 kN 5 4 kN 33 9 kN 4 3 kN 33 4 kN 3 2 kN 32 8 kN 35 1 0 0 6 31 2 kN 5 7 kN 34 5 kN 4 6 kN 33 8 kN 3 4 kN 33 2 kN...

Page 70: ...11 3 kN 36 8 kN 30 5 0 2 9 31 2 kN 12 6 kN 37 5 kN 10 1 kN 36 3 kN 7 6 kN 35 0 kN 35 5 0 2 9 31 2 kN 13 3 kN 38 9 kN 10 7 kN 37 3 kN 8 0 kN 35 8 kN 40 5 0 2 9 31 2 kN 14 3 kN 40 4 kN 11 4 kN 38 6 kN...

Page 71: ...kN 21 0 kN 43 2 kN 16 8 kN 40 8 kN 12 6 kN 38 4 kN 40 9 0 5 1 31 2 kN 17 9 kN 42 7 kN 13 5 kN 39 9 kN 45 9 0 5 1 31 2 kN 14 6 kN 41 5 kN 50 9 0 5 1 31 2 kN 16 0 kN 43 5 kN 55 9 0 5 1 31 2 kN 60 9 0 5...

Page 72: ...N 55 1 0 0 6 26 4 kN 6 9 kN 32 1 kN 5 5 kN 31 0 kN 4 1 kN 29 8 kN 60 1 0 0 6 26 4 kN 7 9 kN 33 3 kN 6 3 kN 31 9 kN 4 8 kN 30 5 kN 30 1 0 0 6 30 5 kN 5 3 kN 33 2 kN 4 2 kN 32 7 kN 3 2 kN 32 1 kN 35 1 0...

Page 73: ...kN 55 5 0 2 9 26 4 kN 16 1 kN 39 6 kN 12 9 kN 37 0 kN 9 7 kN 34 4 kN 60 5 0 2 9 26 4 kN 18 5 kN 42 4 kN 14 8 kN 39 2 kN 11 1 kN 36 0 kN 30 5 0 2 9 30 5 kN 12 3 kN 36 7 kN 9 9 kN 35 5 kN 7 4 kN 34 2 k...

Page 74: ...3 7 kN 18 1 kN 40 3 kN 13 6 kN 36 8 kN 55 9 0 5 1 26 4 kN 20 3 kN 43 0 kN 15 2 kN 38 9 kN 60 9 0 5 1 26 4 kN 23 3 kN 46 6 kN 17 4 kN 41 5 kN 30 9 0 5 1 30 5 kN 19 4 kN 40 2 kN 15 5 kN 38 3 kN 11 6 kN...

Page 75: ...hen calculating the prop load the actual extension length may be used The exact extension length of the prop when using the SKYDECK drophead is clear room height minus 0 41 m Prop loads over 33 3 kN b...

Page 76: ...6 A16 SKYDECK Prop loads with Prophead SSK When calculating the prop load the actual extension length may be used The exact extension length of the prop when using the SKYDECK Prophead is clear room...

Page 77: ...count e g curing A minimum of 1 88 cm m Q 188 is required for the bottom reinforcement layer For systems without any centre support of the main beams a live load of 1 kN m on the slab which has struck...

Page 78: ...0 86 0 37 0 95 0 82 0 35 1 00 0 78 0 33 1 05 0 75 0 32 1 09 0 73 0 31 0 20 0 30 0 40 0 50 0 60 0 70 0 80 0 90 1 00 1 05 1 09 GT 24 4 61 3 93 3 45 3 12 2 86 2 66 2 51 2 26 2 06 1 97 1 91 VT 20 3 89 3 3...

Page 79: ...36 4 3 70 25 3 29 8 36 4 36 4 3 80 23 7 27 6 36 4 36 4 3 90 22 3 25 5 36 4 36 4 4 00 20 7 23 5 35 3 36 4 4 10 33 3 36 4 4 20 31 5 36 4 4 30 29 8 35 0 4 40 28 2 32 9 4 50 26 8 30 8 4 60 25 3 28 9 4 70...

Page 80: ...9 34 3 35 3 35 3 3 80 21 3 23 5 28 2 31 8 35 3 35 3 3 90 19 8 21 9 26 5 29 1 35 3 35 3 4 00 18 3 20 1 24 8 26 9 35 3 35 3 4 10 23 2 25 3 35 3 35 3 4 20 21 8 23 5 35 3 35 3 4 30 20 4 22 1 34 6 35 3 4 4...

Page 81: ...45 5 41 5 41 5 3 10 41 4 44 2 41 5 41 5 3 20 38 7 42 1 41 5 41 5 3 30 36 1 38 7 41 5 41 5 3 40 33 3 35 7 41 5 41 5 3 50 30 7 32 5 41 5 41 5 3 60 41 5 41 5 3 70 41 3 41 5 3 80 38 5 41 3 3 90 35 9 38 1...

Page 82: ...8 43 8 44 1 40 3 40 3 3 30 31 1 33 2 41 7 44 1 40 3 40 3 3 40 28 5 30 3 38 8 41 8 40 3 40 3 3 50 26 1 27 1 37 1 39 7 40 3 40 3 3 60 34 8 36 5 40 3 40 3 3 70 32 4 33 5 40 3 40 3 3 80 30 0 30 9 40 3 40...

Page 83: ...14 2 19 0 3 40 13 2 17 4 3 50 12 4 15 7 A18 Slab props PEP Ergo B Permissible prop load kN according to type test Extension length m Outer tube bottom Inner tube bottom Outer tube bottom Inner tube b...

Page 84: ...27 8 40 0 40 0 4 00 21 4 25 3 40 0 40 0 4 10 39 0 40 0 4 20 36 3 40 0 4 30 33 8 39 0 4 40 31 6 36 7 4 50 29 6 34 3 4 60 27 8 32 1 4 70 26 1 30 1 4 80 24 5 28 2 4 90 23 0 26 4 5 00 21 4 24 7 A18 Slab...

Page 85: ...45 4 50 4 3 7 42 1 47 4 3 8 39 1 43 7 3 9 36 2 39 8 4 0 33 1 35 3 A18 Slab props PEP Ergo B Permissible prop load kN according to type test Extension length m Outer tube bottom Inner tube bottom Outer...

Page 86: ...9 43 5 4 90 45 2 42 4 5 00 42 5 41 3 5 10 39 9 39 9 5 20 37 2 38 5 5 30 34 9 37 1 5 40 32 8 35 6 5 50 30 8 34 1 5 60 29 3 32 6 5 70 27 8 31 2 5 80 26 4 29 6 5 90 25 1 27 9 6 00 23 8 26 2 6 10 22 7 24...

Page 87: ...85 SKYDECK Panel Slab Formwork Instructions for Assembly and Use Standard Configuration...

Page 88: ...For cantilevers 3750 240 1042 1042 450 750 375 375 750 450 82 266 12 300 300 061000 061011 061020 061010 061013 061030 15 500 11 700 9 780 8 560 6 350 5 250 Panels SDP Panel SDP 150 x 75 Panel SDP 150...

Page 89: ...ring around columns Panel with 21 mm plywood 1500 750 49 1488 738 98 061026 061027 061024 061038 1 580 0 794 0 524 0 400 Cover Strips SAL Cover Strip SAL 150 Cover Strip SAL 75 Cover Strip SAL 50 Cove...

Page 90: ...nd filler timber 305 250 259 161 50 061200 3 860 Prophead SSK With self locking coupling Supports main beams panels edge girders and filler timber 161 50 260 250 061210 6 180 Drophead SFK With self lo...

Page 91: ...100 1490 1102 061021 061022 8 660 5 350 Triangular Frames SDR Triangular Frame SDR 150 x 75 Triangular Frame SDR 75 x 75 For compensations on inclined walls For compen sations with 21 mm plywood form...

Page 92: ...r STV For assembling SKYDECK Slab Tables Also allows the fixing of intermediate props at the main beam 330 70 86 061280 0 778 Panel Wedge Clip SPKK Fixes panel on main beam 116 116 80 061290 0 133 Pan...

Page 93: ...missible load 150 kg m2 2240 061060 108 000 Platform SDB 150 Work and safety scaffold Scaffold width 1 30 m With continuous 39 mm thick decking and foldable handrail frame Technical Data Permissible l...

Page 94: ...Holder SGH Alu For assembling a guardrail with SKYDECK Technical Data Maximum width of influence 1 55 m 1500 245 368 300 5 300 1640 061260 6 150 Accessories Guardrail Post SGP 061062 185 000 Platform...

Page 95: ...210 Anchor Bolt PERI 14 20 x 130 For temporary fixation to reinforced concrete structures Note See PERI data sheet Drilling 14 mm 130 SW 24 14 028100 1 830 Base Plate for RS For assembly of RS Push Pu...

Page 96: ...Instructions for Use Technical Data Permissible load bearing capacity 1 0 t 1720 1973 1630 760 640 1510 061530 82 400 Pallet SD 150 x 225 galv For stacking and transportation of 48 SKYDECK Panels 150...

Page 97: ...uctions for Use Technical Data Permissible load bearing capacity 1 0 t 3240 1429 2800 3900 1224 061510 105 000 Pallet Lifting Trolley 1800 mm For moving pallets and crate pallets Note Follow Instructi...

Page 98: ...Item no Weight kg 035500 72 800 Stripping Cart Alu Mobile working scaffold Height adjustable in 25 cm increments Platform height max 2 00 m Note Follow Instructions for Use Technical Data Permissible...

Page 99: ...ding Base Unit 160 190 ASW 6 pc 102035 Vertical Frame 70 90 ASW 6 pc 102034 Vertical Frame 70 120 ASW 2 pc 102026 Entry Platform 190 ASW 1 pc 102030 Toe Board Set 70 190 ASW 4 pc 102027 Double Guardra...

Page 100: ...SD 75 Note Follow Instructions for Use Technical Data Permissible load bearing capacity 150 kg 1995 1030 100 1038 2115 750 1150 118331 118323 13 500 18 000 Handrail Units SD Handrail Unit SD 75 Handra...

Page 101: ...5 145 118622 4 870 Transition Prophead SDSK For the rectangular change of the direction of the Main Beam SLT in the standard application with Prophead SSK 266 129 250 126580 134 000 Pallet Handrail Un...

Page 102: ...trasse 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 Column Formwork Wall Formwork Slab Formwork Climbing Systems Bridg...

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