(Rau Sage 1870/7020 PD 8 Table Form PD 8 Shoring Tower Instructions for erection and useI ERI ‘The chart corresponds tothe Type inspection, Inspection Certificate No. P 31-1554. oe Itmay only be used in conformity with the ER Otte Ret seh provisions ofthis type inspection Utilisation conditions and load capacity ‘Supporting formwork fixed (witrout wind Toad) 2 8 Head spindle ext. a,lmm} Perm. individual leg load (kN/leg) i Usable resistance to OIN 4421 sub-section 6.1 1000 aa eadspinie SS ee N B 00 |-8 | 20KN & ° a i «10 |— ime — NY ew ° 30KN scion” [35 kN a0 }-g . a tS +40. kN a5 kN - 50 KN = 55 kN j Lil Lain ° 200 400600 800 1000 (Quick release)PERI The chart corresponds to the Type Inspection, With Head- and Base-Spindle Inspection Contificete No. P21-155/04 Itmay only be used in conformity with the provisions of this type inspection = Framing plane freestanding with wind racing plane wt “ E | feavaned atthe top a wah wind r Wind on thetomee Framing rane Basing pane ‘ase since ecm, individual leg load (KN/leg) F, = ollowable resistance 10 DIN 442 sub-section 6.1 0 60 ekcscm awed spindie. ~) |ghtensionPERI ‘The chart corresponds to the Type Inspection, Inepaton Ceifeate No, P-e504 With Head- and Base: ‘it may only be used in conformity with the a Spnate provisions ofthis type inspection. Utilisation conditions and load capacity Supporting formwork fixed in al directions (without wind toad) | "4 ‘ A Bet 7 4 © ay an ring ne lee. a Head spindle ext, Perm, individual leg load (kNiteg) e ag imen) = usable resistance to DIN 1421, sub-section 6.1 ea to \ + 183kN | s00 Lea a! Head since 20kN Tf i Hu ° ag {mm} ° 200 400 600 {800 80 (Base spindle extension)PERI ‘The chart corresponds tothe Type Inspection, Inspection Certificate No. I! B4-540-122/91 tmay only be used in conformity with the provisions ofthis type inspection. yt af suppon wang r i é E Mi i a = system freestanding Lgl 2 ~ height < 8.10 m é = wind on the prop taken Teenie into account nto - by uN petep(PERI ‘The chart corresponds to the Type Inspection, Inspection Certificate No. # B4540-122/91, With Head- and Base-Spindle may only be used in conformity with the Drowsions of this type inspection. Effective resistance with or without wind load Py smug “Heo sine ta, ° , foo 3 au 4 : a lg z = height < 21.30 m FINI per log ‘sal 219 i I | 1 30} —- 1 1 I 20 41 1 | 10 = ‘ 1 i i hheight of prop fim} eo 100 ~«20~«AO~«C«TSO«BO 200= The PD 8 Table Form or PDS. ‘Shoring Tower mustalways be erected on a load-bearing, horizontal base. ~ The foundation is to be determined according to each individual local circumstance and a static calculation made where necessary. Different settlement of the ‘corner legs is not taken into account in the proof of stability. Vertical leg loa = The vertical leg loads are to be calculated in each case. ‘They must be accepted by the foundation with the necessary degree of safety. Assembly = The assembly of the Table Form is usually made in the Vertical position on an assembly base. ~ The assembly of the Shoring Tower is made horizontally ‘on an assembly base. ~ Acrane is necessary for erecting. Tools 3 ~ Hammer PERIERI Erection of several levels Base area Spindle |= 116 (90-880. mm) or Spindle |=75 (90-470 mm) 1. Place two frames R 150 1 on the supporting timbers. Fig. 1 ‘2. Prepare the base spindles: Wand the Quick Jack Nut 3.2 ‘on the Spindle 3.1. = Bolt the base plate 3.3 with Pins and Cotter Pins 3.4 onto ‘the Spindle. Fig. 1a 3, Push the four Base Spindles 3 into the vertical tubes of the frames (bottom). Fig 1. 4, Secure mith Spindle Safety Strap 8. Fig 1b. 5, Insert a Frame Connector 4 into each of the vertical frame ‘tubes (top) and secure with Pins and Cotter Pins 4.1. Fig. 1c. First level ‘Max. spindle path - according to the static calculations! 1, Place the frames 1 into a vertical position according to measurement. 2 Connect the frames with Diagonal Braces 6, placing the ends in the self-locking pivots of the frames 1.1. Figs. 2 and 2a. 3. Spindle the frames to the some height. To make assembling easi [>| = horzontal diagonal bra can be fitted.Second level 1. Lay the platform on top and secure against slipping. Fig 2 2. Insert the Frame 1 on the first level and secure with Pins and Cotter Pins 4.1. Fige. 4 and 4a Stiff with Diagonal braces 6. With soveral levels, pre- IP assemble them with Frame Connectors and Diagonals, see Figs. 2 and 2a. Set down with the crane onthe level already Standing and secure, “43. ZN - any scaffolding elements ‘supplied by the job site must be in accordance with current ‘safety regulations! (for Germany: DIN 4420, T1) - wooden elements must be in accordance with a minimum type classification of $10, DIN 4074 10 Fig 3PERI Top Area ‘The Head Spindle 2 can DP) 025 Cross Head Spindle or Spindle with Head Pate. ‘Spindle with Head Plate: ‘Spindle | = 116 (90 - 880 rmx Spindle | = 75 (90 - 470 mm) 1. Prepare the Head Spindi ~ Wind the Quick Jack Nut 2.2 on the Spindle 2. ~ Insert the Cap piece 2.3, the Spindle. ~ Secure the Cap piece and Head Plate 2.8 with Pin and Cotter Pin 2.4, Fig. 6 2, Push the Head Spindl the Frame tubs 3, Spindle to the required height. 4, Secure with Spindle Safety Strap 8, Fig. Cross Head Spindle (50 - 465 mm) 1. Push the Cross Head spindles into the frame tubes, 2. Wind the Cross Head spindle to the required height. 3. Secure with Spindle Safety Strap 5. Fig.6 ‘The top area is finished.PERI Spindles as described under 61 base area. Fig. 7. / aa iC 3. Push the second Frame 1 NSS ‘onto the Base spindles. Fig, 9. 1 4, Assemble the Frame Hai Connector on the Frame 4.1. Fig. 10 and 10 5. Stiffen the Frames with Diagonal Braces 8 (Load ‘Tower Braces). (2:vertical and 1 horizontal) Fig. 11 and 11a. 6. Wind out the spindles to the same height. 7. Secure with Spindle Safety Strap 8. Fig. 11b, —Fig. 10 The first level is finished 12(PERI Second level and further levels Frames R 160 andlor R 110 P| canbe used to adjust to the height. 1. Fix the Frame Connectors 4 ‘and 4.1 to the Frames. 2. Insert the Frames at right angles to the lower level. Fig. 12 3. Secure with Pins end Cotter Pins 4.1. Fig 12a. 4, Stiffen Frames with Diagonal ® Braces 8. Fig. 13. This lavol is finiched,Stiffen Shoring Towers the first and last levels with one horizontal Diagonal Brace each! Stiffen Shoring Towers ever 6.0 m high in addition with a hori- zontal Diagonal Brace in the middie! ‘Top area [>] the Head Spindle is @ Spinal with a Head Piet. 1. Prepare four Hoad Spindles 2, as described under B1 Top ai Fig. 18. 2. Connect the Frame 1 with a Reinforcing Support 7. 3. Insert the Head Spindles into the Frame tubes. 4. Spindle out to the required height. 5. Secure with Spindle Safety Strap 5. 6. Stiffen the Shoring Tower horizontally with a Diagonal Brace 8. 7. Raise with the help of the crane. Fig. 15. } Ry ng nus G q 4 Fig. 18PERI Quick Release Spindle With Foot Tube FR Only for use as slab table ~ for faster moving of Table Forms. = Place the Quick Release Spindle 11 onto the Foot Tube and secure with SW 24 Bolts 11.1. Fig. 17 198 are used as Primary Beams, these are to be ced with Cross Straps 12 and M 16 x 160, SW 24 Bolts 12.1, Fig. 18 Fig.7 6Beam Connector TB Double Beam Connector DTB — If Formwork Girders GT 24 are used as Primary Beams, these are to be fixed to the Head Plates with Beam Connectors 13 and 13.1. Figs. 19 and 20, Yoke Plate — If Formwork Girders are used as adouble primary, these are ‘to be fixed to the Head Plate with a Yoke Plate, Yoke Strap 1d Cog Nut DW 15 14, a. 16 aPERI Safety barrier on table edge Barrier is pre-mounted on the ground and consists of ~ handrail holder GT 24/VT 20 ~ handrail posts SKYDECK SGP = railings supplied on-site Mounting on main beam 1. Push handrail holder 11 with ‘square-shaped tube upwards to the main beam. 2. Secure with bolts and cotter pins. 3. Insert handrail post 12. Fig. 228 Mounting on cross beam 1. Push handrail holder 111 with ‘square-shaped tube down- wards to the main beam. S This ensures the same handrail . 4 Z height on both the long and S ‘ Z from sides. 2. Secure with boits and cotter pins. 3, Insert handrail post 12. Fig. 226 Zn Railings ~ permissible influence width of the handrail posts: 1.45m + railings: 4x 12 em = length cut according! = permissible height of use up to24 m - any scaffol supplied by the job site must be in accordance with current safety regulations! for Germany: DIN 4429, T1)1 = wooden elements must be in accordance with a minimum, type classification of $10, DIN 4074! + secure railings with nails or screws! v7PERI PD 8 Table Forms Table 1 ‘Max. height imi [129 Min, height {m) |155 Frames above oach other | ‘Naterial required per Teble tiem no, Weigh Description (018510 | $2.80) Frame R 160 gal | o1es20 | 27.201 Frame 110 cals. ‘018030 | 6.80] Spindle PDs 116 ‘018120| 4,40 Spindle PD 8_78 [ 018270 | 0.80) Quick Jack Nut FD: 1018140 |_0,54| Consecor with Washer ‘018040 | 3,80 | Head Plate PD 8 (019860 | 0,34| Cap piece ‘o1go70| 2,10] Foo: Plate PO ® (019620 | 0,22] Spindle Sefety Sia (910050 | 0,20] Ping 16.65/86 (018060 | 0,03| Cotior Pin 4/1 eles lte fs lm |m [a |= |m fool» Diagonal trace | WeightTabie kel_| Frame combinations R150 - R 150 or R 150-R 110 Table 2 tomne| Disonat Gace [Lenght | Ske | Sie (018156 | Diagonal Brace 125 yess | 1100 | 1250 araes | sono ce eo | ke | 100 | 1500 ‘016210 | Diagonal Grace te5 | 2161 | 1100 | 1960 18170 | Bigot Boca 200 | aanz | 00 | 2000 ‘va |iagonal roe 50 | ara; | 00 | 2500 oneie0 | Digonal raceaeo | s196 | 100 | 3000 cne2ai | Diogonal race 0 | szee | 00 | 3100 8203 | Diosoei ce co | sees | 00 | 600 R110-R 110 tom no. | Disponat Brace Length | Sto | Size (019150 |Disgonal Brace 1as/10] 4a | 700 | 1250 ‘18160 |Biagonal Brace e010 | 1656 | 700 | 1500 O18170 Diagonal race 2o0nv0| 2tie | 700 | 2000 {019120 Diagonal ace 2surt0| see | 700 | 2500 (019190 Diagonal Grace sear10 | 3060 | 700 | 2600 019220 Diagonal race avant0| 3178 | 700 | 3100 18PERI PD 8 Shoring Towers abies Max height mi [1.992.299] 230] 278] 488] 44 499/522] 5.0] c00|510| 6] 720] 750 | 760 ‘Mio. eight Imi | 188) 1.77) 247 287) 327| 388/998 4.39/478| 5.08) 548, 558/623 635) 696) 728 Frarnos above each othor [ioe 20 tao 080 scr0 ate tooo] 02a ||| at|iana ss em ee oe nm nm ‘Material per Load Tower | ‘temo, )eight Desrision [arasio | sme 160gaie_| 0 Oa za spate ne 018520 | 27,20] FremeR 110gelv. | 2 0 | 4 | 2 Val? ziole 0 (019630 | 11.10 Renoir Supsor Poe] «4 | «| a ata afata 4 “019640 | 450| Load TowerBace oe] 24 | 2 | 4 a[6 a fala 13 | (019650 | $00] Load Tower Bice 1651 20 | « | 2 ata ztols 0 018120 | 440) SpindePos: | ss | a | 6 ele slais 8 018270 | 0.80 Quick Jack N@POS| ss |e |e 3/8 al[sls e| ‘18140 | 0.54] ConnecorwitWasho| OO) 4 | 4 ele a [2 [46 6 18040 | 380 Head Pate POS | «| 4 | 4 | a ra afatatatata “019600 | 038] cap piece aielale af sfstalatete ‘918070 | 2,10] Foot PitePO@ | 4 4 | | s ata atatalatate ‘19620 | 0,22 spindle Safety Swapl oo | 0 | 0 Tele afelelelale ‘018050 | 920) Fine 1666886 | ee 16 | 16 24 24 | st [32| 4040 | 40 | 00 ‘018080 | 9.03 CoterPinat | ae 16 | 16 | 16 24 | 24 | 2 2 | a2 |22[ 4040 | 40] 10 ‘WeightTablefkgl | 182_ 191 | 247 | 258] 265] 314 925) 395 345/292] an2 416 427] «73. 483] 494 | r04 + total spindle path 520 mm 9appropriate operating instructions are to be observed! 2. Always transport loads ‘and adequately base! 3. Do not travel over inclined surfaces! 4, Remove any obstacles! 5. Move Tables / Towers slowly (walking speed) and without the help of powered vehicles! 6. Carrying personnel on the load is forbidden! 7. Lifting Tables / Towers under load Is forbiddent 20 [>] General warnings Symmetrically constructed Tables / Towers can be moved under the following conditions: = Diagonal Brace > OK 160 = No wind loads = Maximum moving spood 1 km/h (corresponding to a table top edge load of 5% of the table weight, but at least 0.3 IN). Movement of Tables of different sizes and/or under different con- ditions are to be secured with ropes end chains. Exception: a special proof of safety against tipping. F ERI(PERI Castor PD 8 Loading capacity: 250 kg Fig. 23, 16 Transport Wheel 80 Loading capacity: 600 kg Fig. 24,17 Table size, see Table 4 Table 4 kg |_5.00m | [400500 kg 5.50 m 00 m Table 5 Diagonal Brace > = DK 150 Table weight | Moving direction | Moving direction longitudinal transverse Table height to Table height to 0- 300kg 3.00m 250m '300- 400 kg 4.00m 3.00m 400- 500kg 5.00 m 350m '500- 600 kg 6.00 m 4,00 m }600 - 2000 kg 6.70m 5.00 m 2Crane Lifting Unit, upper part Loading capacity: 500 kg See also PERI operating instructions Crane Lifting Unit, upper part. GT 24 as Primary Beam Fige. 26 and 26a Upper part 19 Lower part 19.1 Example with a PD 8 Table. Stool Waling SRZ Beam Figs.27, 27a, 27 Upper part 7 Lower part 19.2 22PD 8 Table Form Accessories ae ae Frames PD 8 ESIBS' Sabtorm, Shoring Tower ana Sul Tower 150, ga. 5250 1510 gu. Hie see 32,90 018010 Hoo bisa Frame Connector with Washer, gel. 054 1810 Season 7 8 se s ct ‘Accessories: - - Fee oestims, gat. (0) 020 016080 Eoetor Pin as gale (2) $88 Ota080 Had Pate 376076040 Wn cup Pose, gat canbe Sees ihedion of session Pins 16x68/86, gals) 20 orsoso Estar Pin ate gate Gas Stee 4Weight Wem no. Base Plate PD & 210 018070. For spindlas PD, galv. and Foot Tube FR80, av. S> Pin o 16x65)86, galv. (1x) 020 018050 Cotter Pin 4/1, galv. (1x) 003 018060 Spindle PD 8 L = 1160800, calv. 680 018020 For use as head anc base spindle for PD 8 Tableform and Stair Tower. Spindle PD 8 L = 750/400, golv. 440 o1s120 For use as head anc base spindle for PD 8 Tableform, Shoring Tower and Stair Tower, E BE Accessories: ‘Quick Jack Nut PO 8, galv. 080 018270 | Hl Cross Head Spindle PD& 20/24. galv. 91701830. For use as head spindle for PD & Tabletorm. Maximum spindle extension 468mm. Complete with: ‘hick jock NUtPO 8, gal + . 3 3 I + ca a ie 38 | = ety s+ Quick Jack Nut PD 8, gatv. 00 018270 For Spindle, and Cress Head Spindle FD 8, 25Woahteg Teme Foot Tube FR 80, galv. 540 o1at10 Heed and base tube for PD 8 Tabieform ‘ane Stair Tower Can be used with Quick Release Spindle, galv. (| t| t Accessories Pin @ 16x66/86, galv. (1x) 920 010050 Cotter Pin 4/1, galv. (1x! ops 018060, ‘Quick Release Spindle, galv. 416 018340 For PD 8 Tableform. Tnconjunetion with Foot Tube FREO, gal Complete with Locking pin (1x) and Cie Jack Nut PD 8 (1x). Castor PD 8. 505 018260 fo move PDB Tableforms. Fixed to Base Plate PD 8. ST) Load eapacity: 250k9. ‘Safety Strap for PD 8, galv. 0.22 019620 Sate Seep dies PO Sint ho Frames : & i () 4 | Be () uw al Load capacity: 300ka, onWeightka em no. Diagonal Brace DK, gelv. For PO 8 Tableform. Combination of Frames R 150-R 150 or R1SOR 110 DK 125 391 018150 DK 150 171 018160 DK 186 391 019210, DK 200 931 018170 DK 260 1130 018760 DK 300 1330 018190 DK 310 1350 018730 DK 350 16.0 018200 For PD 8 Tabloform. Combination of Frames R 110-8110 DK 125/110 571 019150 DK 150/110 331 013160, DK 200/110 371 019170 DK 250/110 1070 019180 DK 300/110 1270 019190 DK 310/110 1310 019220 efate yess | woo | 1260 Diegonat race 180 | 1860_| st00 | 1600 Digonat arcs 196 | aver | vio0 | 1360 Diagonal race 200 | 2282 | 1100 | 2000 Diagonal race 250 | 273) | 1100 | 2600 Diagonal race s00 | 3196 | 1100 | 000, Diagonal race a10 | 3268 | 1100 3100, Diagonal Brace 380 | eee | 1100 | 3800 | Diagonal Brace tjlals a0 | 1260 Diagonal Brace 10/110| 1685 | 700 | 1500 Diagonal race 20070] 211 | 700 | 2000 zsve_| 700 | 2500 soa | 700 | 2000 ain | 70 | 310 Handrail Post PD 8 556 019040 For screwing on plywood, ieders or timbers,Crane Lifting Unit Consisting of: Lifting Unit, Upper Part Observe operating instructions! /O), ting device to VEG 90 ep Remialelene: sets Lifting Unit, Lower Part PD 8 + Complete with Ping 16x657e6 and Cotter Pin 4/1 (2x) Load-bearing point Permissible load: 500k 126 019070 Girdor Strap TB, aah Double Girdor Strap DTB, galv. For tightening primary beams ‘on Head Plate PD 8. Complete with: ‘Nut Ma, galv, and washer AB, DIN 125, galy. (2x). or (x) 099 038 ‘924060 24010 Scaffold Tube cutting 2.85% 026815 026817 Standard Coupling NK, galv. NK 1.49/48, galv. NK 2.60/48, galv. x Width across flats 1amm. =e 017020 017030 ‘Swivel Coupling DK. galv. DK 1 48/48, galv. DK 2 60/48, gel. ‘Width across flats 19mm. 8 ov7010 917000 Yoke Plate, 0: 120 ‘01600Wait Kemno, Yoke Clamp 24 0.55 018610 at J byt Pin @ 16x65/86, galv. 0.20 018050 For connection of Base Pate, Head Pate, v0 Frame Connector with Washer and Foot =] Tube aa Ege e &— ose Cotter Pin 4/1, galv. 093 01060 For Pins upto o 25mm Cx: Cross Strep, galv. 054 018300 For connecting Steel Waler SRZ ‘onto Head Plate PD 8, ~ Qe SSS, SZ ‘Acsossorion: Hex. Bolt $0 4016 M16x160-4.6,galv.MU 0,31 018350 Beam Connector, 1,80 018310 rc Forconneciing parpendiculer = girders or embers. ey Uf Complete with: i Captive Wings (28, | 8 al oT tpt . m oy \ aD a Framing Clip, galv. 0,088 018290 For conneating porpendicular . girders or timbers. T | ® a Double Headed NaitL = 65mm 400018280 Delivered in pacts of: 5 kg a 29MULTIPROP Tableforms, “rr 19 instructions! LUtting appliance to BGV 08 Permissible load: 1000kq Spare Part Winch for Trolley 2200 019140 ‘Transportation Wheel 80 5240 019240 Attornetive to Trolley with Winch to move PD 8 Tableform ‘Adjusting ra mm For fitting to seatfold tube » 60mm. (Observe operating instructions! 3PD 8 Shoring Tower Accessor Womhtig Kemine nee maa tees ie ee, sas ores Saas az ae 7 maa meen STE ar) es For PD8 Shoring Tower. at the top and the bottom. Ze a Cap Piece, galv. 034 019860 For concentrcal load transfer at PD 8 Shoring Tower. Allows titing of Head Plate. ASW, galv. 0.25 018090 ntering Steel Walers SRZ 1100 and U120 on the Head Plat PDB Shoring Tower. Pi aif 3