150 150 90 90 120 90 90 150 150 150 120 120 120 HS HS 60 HSE HSE HS HS 60 HSM 45 HSM 45 35 40 HSE HSE HSAS 5 60 60 60 60 24 30 HSE HSE HSAS 6 45 45 45 45 HSAS 5 20 HSE 45 45 HSAS 5/6 18 HS HSM HS HSM HS HS HSE 60 HSE HSAS 5 HSAS 6 24 HSAS 5 25 HSE 60 HSE 30 HSE 60 HSE HSAS 5/6 HSAS 5/6 28 35 HSE 60 HSE 2 HSAS 5 HSAS 5/6 36 40 HSE 60 HSE 2 HSAS 5 2 HSAS 5 20 60 HSE HSE 30 HSM 45 30 HSM 45 25 HSM 45 60 HSM 45 60 HSE 15 HSE 15 25 45 45 HSE 30 30 HSM 45 HSM 45 30 HSM 45 30 HSM 45 30 HSM 45 30 HSM 45 30 HSM 45 30 HSM 45 75° 90 60 30 15 45 20/20 20/20 150 90 120 Bedienungsanleitung Ausgabe 05/2007 PERI Paletten und Stapelrungen Kranaufhängung HSKA Art.-Nr. 034520 Ausgabe 05/2007 Bedienungsanleitung 8. 7. 6. 5. 4. 3. 2. 90 120 150 180 210 240 270 300 HANDSET The Panel Formwork with the Quick-Action Clip HANDSET Panels Permissible fresh concrete pressure: 40 kN/m 2 according to DIN 18218 Push-Pull Props and Kicker Braces Tips • Spray formwork on all sides with PERI BIO CLEAN before using it for the first time. • Spray the rear of the formwork with water immediately after concreting. This reduces the amount of cleaning work needed. • Always begin at a corner or obstruction. Take note of the wall thickness, (see section 4. corners). • Only use the number of ties actually required. Seal unused tie holes with Ø 20 mm plugs (Item no. 030290). Without exception, current safety regulations must be observed in those countries where our products are used. Push-pull props and kickers to brace the formwork and bearing the wind- load are to be arranged as shown on the adjacent diagram and table. The first panel must always be braced with 2 push-pull props. Subsequent push-pull props according to the table. Connections to the HANDSET panels take place using brace connector HSRA. Connectors whilst matching base plates and PERI MMS 20 x 130 anchor bolts are used for fixing kicker braces to the slab. Table for PERI push-pull props and kicker braces Edition 02/2008 3.0 3.53 2.1 9.7 1.2 1.0 4.0 2.73 2.3 9.7 1.6 1.2 5.0 2.19 2.2 9.8 2.0 1.5 6.0 1.82 2.2 9.8 2.4 1.8 7.0 1.58 2.3 9.8 2.9 2.0 8.0 1.42 2.6 9.6 3.5 2.0 Formwork height h [m] Max. width of influence [m] Actual prop load F RS [kN] at maximum prop spacing Actual kicker brace load F AV [kN] at maximum prop spacing distance of base plate from front face of formwork *top connection point from top of formwork x = y = for a smooth erection sequence Width Height Filler Panel HSAP Multi Panel HSM Inside Corner HSE Articulated Corner HSG 150 x 90 034010 39.10 1.35 Type Item no. Weight [kg] m 2 150 x 15 034130 11.90 0.23 150 x 45 034100 26.90 0.68 150 x 20/20 034150 26.50 0.60 150 x 20/20 034200 36.10 0.60 150 x 60 034050 27.80 0.90 150 x 30 034060 16.20 0.45 120 x 90 034020 32.10 1.08 Type Item no. Weight [kg] m 2 120 x 15 034280 9.62 0.18 120 x 45 034110 22.20 0.54 120 x 20/20 034220 21.50 0.48 120 x 20/20 034230 29.20 0.48 120 x 60 034070 22.80 0.72 120 x 30 034080 13.20 0.36 Available as HS 120 x 90 providing a width of 120 cm Type Item no. Weight [kg] 90 x 15 034140 7.54 0.14 90 x 45 034120 17.50 0.41 90 x 20/20 034160 16.30 0.36 90 x 20/20 034210 21.80 0.36 90 x 60 034030 17.90 0.54 90 x 30 034040 10.30 0.27 x For assembling the base plates Anchor Bolt PERI MMS 20 x 130 Item no.: 103606 HANDSET unit ready for use: Complete with push-pull props, kicker braces and concreting platform with guardrails. Brace Connector HSRA Item no. 034550 Timber Strut Coupling HSRB Item no. 034640 Concreting Scaffold Foundations Ties Transportation and Storage Scaffold bracket HSK 80 Item no. 034560 Mounted to the panel´s transverse struts - self-locking, no loose parts. Maximum spacing 1.50 m. Permissible load according to DIN 4420 = 150 kg/m 2 . Bracket HSK 60 Item no. 034570 For erecting a working scaffold at low formwork heights. Maximum spacing 1.50 m. Permissible load according to DIN 4420 = 150 kg/m 2 . Locking Strip HSS 60 Item no. 034530 Eliminates the need for the top tie position whilst acting as a spacer for strip foundations. Foundation Tie Clamp HLS andTopTie Bracket HSAH Permissible tension force of the HANDSET foundation tie clamp with perforated foundation tie = 16 kN 2 HANDSET clips Locking Strip HSS 60 Wall thicknesses from 15 to 60 cm in 5 cm increments Top Tie Bracket HSAH, galv. Item no. 034610 Perforated Foundation Tie, 25 m roll Item no. 023020 Foundation Tie Clamp HLS Item no. 034680 Concreting height 1.20 m (with 90 x 120 panel vertical) Concreting height 0.90 m (with 90 x 150 panel horizontal) For horizontal panels The bottom tie point of a panel can be used with the aid of a cam nut. This is an efficient solution if the tie point above it cannot be used e.g. if box-outs or built-in components are in the way. Cam nut DW 15 For vertical panels If two 1.20 m high panels are being used, three ties are re- quired for the overall height of 2.40 m. Four ties are needed for 2.70 or 3.00 m high formwork. HANDSET pallets for fast and safe transportation as well as storage of HANDSET panels and accessories. The pallets are suitable for lifting by crane of fork-lift truck. Pallet HS 150 x 90, galv., filled with 10 panels 150 x 90. Pallet HS 120 x 90, galv. Item no. 065080 Pallet HS 150 x 90, galv. Item no. 065081 Always refer to the Instructions for Use! Always refer to the Instructions for Use! Crane Hook HSKA Item no. 034520 Crane Hook HSKA The maximum lifting capacity is 500 kg with a maximum 30° angle of inclina- tion. Always use in pairs! The multi panel is equipped with several rows of holes which allows adjustments to be made in 2.5 cm increments. For attaching tim- ber struts to brace connectors HSRA. For fixing push-pull props and kicker braces to the pan- els. Mounted with the clip HSC. Quick Connector HSSA HSSA 10/12, galv., Item no. 034660 for 10 x 12, 12 x 12 timbers HSSA 14/16, galv., Item no. 034670 for 14 x 12, 16 x 12 timbers Timber Holder HSKH HSKH 14, galv., Item no. 034650 for 12 x 10 timbers HSKH 22, galv., Item no. 034620 for 20 x 10 timbers Scaffold Tube Holder HSGH Item no. 034690 For scaffold tubes with Ø 48.3 mm Stopend tie HST and cam nut DW 15 used to take tension force when filler timber is used. Stopend tie HST with wingnut counterplate DW 15 5.Wall Offsets 4. Corners Height Adjustment and Fixing HANDSET can be extended in 30 cm increments. Clips are fitted in every second internal section. In addition to the standard equipment, the following is required: – Multi Panel HSM – Compensation Waler HSR 59 – Stopend Tie HST Basic requirements for corners, 18 - 40 cm wall thicknesses Wall thickness adjustments with filler bar HSAS 5/6 or timber infills External formwork: Panel HS 45 or HS 60 Outside Corner Angle HSW 1 Clip HSC per panel section Internal formwork: Corner HSE Clip HSC arrangement as for standard panel joints External corner connection One clip per panel section and side are required for connecting the panels on the outside corner. This means: Panel height 90 cm 3 Clips Panel height 120 cm 4 Clips Panel height 150 cm 5 Clips The compensation waler HSR 59 carries the tie forces. To resist tension force in the infill area stopend tie HST or tie rod DW 15 are required. It is only neccessary in the vicinity of external corners or other ob- structions. 3. Infills With HANDSET filler plate HSLA (plate) 3 to 18 cm With filler support HSP and 21 mm thick plywood 6 to 36 cm 2. Oblique Angles ≥ 75° Basic requirements for oblique angles External formwork: – Multi Panel HSM 45 – 1 Clip HSC per panel section – 1 Compensation Waler HSR 59 per tie point Internal formwork: – Panel HS 30 – Clip HSC arrangement as for stand- ard panel joints Connections on external formwork Connections on internal formwork 1. Panel Connections Only one part is required for all connections including mounting of accessories. Clip HSC, Item no. 034500 It functions on the principle of a three-point tension force: – flush connections – tight fit – does not wear after prolonged use The clip can be fitted from the left or right. The hole arrange- ment in the edge profiles allow the height of the pan- els to be adjusted in 12.5 mm incre- ments. Clip spacing: preferably every second, but maxi- mum every third internal section. This means: Panel height 90 cm 2 Clips Panel height 120 cm 2 Clips Panel height 150 cm 3 Clips Clip HSC Only one connecting part 8. Wall Connections With multi panel HSM With panel HS 6. Stopend Formwork Using: – Stopend plywood – Compensation Waler HSR 59 – Stopend Tie HST Always position sto- pend tie HST close to transverse strut of the panel Insert timber wedge against waler Compensation Waler HSR 59 7.T-Junctions Guidelines for T-junctions, 20 - 40 cm wall thicknesses Wall thickness adjustments with filler bar HSAS 5/6 or timber infills External formwork: Panel HS 60 Internal panel: Inside Corner HSE m 2 3.00 m 2.70 m 2,40 m 12,5 mm 3-18 cm 6-36 cm *If necessary, the distance from top of formwork must be adapted to the system. A maximum force of 11.3 kN is to be led into the building at the foot of the push-pull-prop for the given width of influence. Wind loads: h < 8 m = 0.5 kN/m 2 8 m < h < 20 m = 0.8 kN/m 2 0.5 kN/m 2 60° h y x F AV F RS