150 150

90

90

120

90 90

150

150

150

120

120

120

HS

HS

60

HSE

HSE HS

HS60

HS

M

45

HS

M

4

5

35 40

HSEHSE

HSAS 5

60

60

60

60

24 30

HSEHSE

HSAS 6

45

45

45

45

HSAS 5

20

HSE

45

45

HSAS 5/6

18

HS

HS

M

HS

HS

M

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

2835

HSE

60

HSE

2 HSAS 5

HSAS 5/6

3640

HSE

60

HSE

2 HSAS 5

2 HSAS 5

2060

HSE

HSE

30

HSM 45

30

HSM 45

25

HS

M

4

5

60

HS

M

4

5

60

HSE 15

HSE15

25

45

45

HSE

30

30

HSM

4

5

HSM

4

5

30

HS

M

4

5

30

HS

M

4

5

30

HSM 45

30

HS

M

4

530

HS

M

4

5

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 HSKAArt.-Nr. 034520

Ausgabe 05/2007

Bedienungsanleitung

8.

7.

6.

5.

4.

3.

2.

90

120

150

180

210

240

270

300

HANDSETThe Panel Formwork with the Quick-Action Clip

HANDSET PanelsPermissible fresh concrete pressure: 40 kN/m2 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 fi rst time.

• Spray the rear of the formwork with water immediatelyafter concreting. This reduces the amount of cleaning workneeded.

• 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. Sealunused 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 fi rst 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 fi xing 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 infl uence [m]

Actual prop load FRS [kN]at maximum prop spacing

Actual kicker brace load FAV [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

FillerPanelHSAP

MultiPanelHSM

InsideCorner

HSE

ArticulatedCornerHSG

150 x 9003401039.101.35

TypeItem no.Weight [kg]m2

150 x 1503413011.900.23

150 x 4503410026.900.68

150 x 20/2003415026.500.60

150 x 20/2003420036.100.60

150 x 6003405027.800.90

150 x 3003406016.200.45

120 x 9003402032.101.08

TypeItem no.Weight [kg]m2

120 x 150342809.620.18

120 x 4503411022.200.54

120 x 20/2003422021.500.48

120 x 20/2003423029.200.48

120 x 6003407022.800.72

120 x 3003408013.200.36

Available as

HS 120 x 90

providing a width

of 120 cm

TypeItem no.Weight [kg]

90 x 150341407.540.14

90 x 4503412017.500.41

90 x 20/2003416016.300.36

90 x 20/2003421021.800.36

90 x 6003403017.900.54

90 x 3003404010.300.27

x

For assembling the base plates

Anchor BoltPERI MMS 20 x 130Item no.: 103606

HANDSETunit ready for use:Complete with push-pull props, kicker braces and concreting platform with guardrails.

Brace Connector HSRAItem no. 034550

Timber Strut Coupling HSRB Item no. 034640

Concreting Scaffold Foundations Ties Transportation and Storage

Scaffold bracket HSK 80Item no. 034560Mounted to the panel´s transverse struts - self-locking, no loose parts. Maximum spacing 1.50 m.Permissible load according to DIN 4420 = 150 kg/m2.

Bracket HSK 60Item no. 034570For erecting a working scaffold at low formwork heights.Maximum spacing 1.50 m.Permissible load according to DIN 4420 = 150 kg/m2.

Locking Strip HSS 60Item no. 034530Eliminates 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

Wal

l thi

ckne

sses

from

15

to 6

0 cm

in 5

cm

incr

emen

ts

Top Tie Bracket HSAH, galv.Item no. 034610

Perforated Foundation Tie, 25 m rollItem no. 023020

Foundation Tie Clamp HLSItem 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 panelsThe bottom tie point of a panel can be used with the aid of a cam nut. This is an effi cient 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 panelsIf 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.,fi lled 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 HSKAItem no. 034520

Crane Hook HSKAThe 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 allowsadjustments to be made in 2.5 cm increments.

For attaching tim-ber struts to braceconnectors HSRA.

For fi xing push-pullprops and kicker braces to the pan-els. Mounted with the clip HSC.

Quick Connector HSSAHSSA 10/12, galv., Item no. 034660for 10 x 12, 12 x 12 timbersHSSA 14/16, galv., Item no. 034670for 14 x 12, 16 x 12 timbers

Timber Holder HSKHHSKH 14, galv., Item no. 034650for 12 x 10 timbersHSKH 22, galv., Item no. 034620for 20 x 10 timbers

Scaffold Tube Holder HSGHItem no. 034690For scaffold tubes with Ø 48.3 mm

Stopend tie HST and cam nut DW 15 used to take tension force when fi ller timber is used.

Stopend tie HST with wingnut counterplateDW 15

5.Wall Offsets 4. CornersHeight Adjustment and FixingHANDSET can be extended in 30 cm increments. Clips are fi tted 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 fi ller bar HSAS 5/6 or timber infi lls

External formwork: Panel HS 45 or HS 60Outside Corner Angle HSW1 Clip HSC per panel section

Internal formwork: Corner HSEClip HSC arrangement as for standard panel joints

External corner connectionOne clip per panel section and side are required for connecting the panels on the outside corner.This means:Panel height 90 cm 3 ClipsPanel height 120 cm 4 ClipsPanel height 150 cm 5 Clips

The compensation waler HSR 59 carries the tie forces.

To resist tension force in the infi ll areastopend tie HST or tie rod DW 15 are required. It is only neccessary in the vicinity of external corners or other ob-structions.

3. Infi llsWith HANDSET fi ller plate HSLA (plate) 3 to 18 cm

With fi ller support HSPand 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 ConnectionsOnly one part is required for all connections includingmounting of accessories.

Clip HSC, Item no. 034500

It functions on the principle of a three-point tension force:– fl ush connections– tight fi t– does not wear after prolonged use

The clip can be fi tted from the left or right.

The hole arrange-ment in the edgeprofi les 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 ClipsPanel height 120 cm 2 ClipsPanel height 150 cm 3 Clips

Clip HSCOnly one connecting part

8.Wall ConnectionsWith multi panel HSM With panel HS

6. Stopend FormworkUsing:– 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

CompensationWaler HSR 59

7.T-JunctionsGuidelines for T-junctions, 20 - 40 cm wall thicknesses

Wall thickness adjustments with fi ller bar HSAS 5/6 or timber infi lls

External formwork:Panel HS 60

Internal panel:Inside Corner HSE

m2

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 infl uence.

Wind loads: h < 8 m = 0.5 kN/m2

8 m < h < 20 m = 0.8 kN/m2

0.5

kN/m

2

60°

h

y

x

FAV

FRS