Tips

for a smooth erection sequence

Spray formwork on all sides with PERI BIO CLEAN

before using it for the rst 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 20 mm plugs (Item no. 030290).

HANDSET
The Panel Formwork with the Quick-Action Clip

45

20/20

20/20

Filler
Panel
HSAP

Multi
Panel
HSM

Inside
Corner
HSE

Articulated
Corner
HSG

Height

45

Only one part is required for all connections including

mounting of accessories.

Wall thickness adjustments with

ller bar HSAS 5/6 or timber inlls

HSM

30

8.

Clip HSC, Item no. 034500

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

75

External formwork:
Panel HS 60
Internal panel:
Inside Corner HSE

Clip spacing:
preferably every second, but maximum every third internal section.

The clip can be tted from the left or right.

HSM

30

HS

150

With panel HS

30

15

1. Panel Connections

45

45

30

HSM

HS

60

With multi panel HSM

HSM

90

Guidelines for T-junctions,

20 - 40 cm wall thicknesses

HS

Width

8. Wall Connections

HSM

Permissible fresh concrete pressure: 40 kN/m2 according to DIN 18218

7. T-Junctions

HS

HANDSET Panels

Without exception, current safety regulations must be observed

in those countries where our products are used.

HSAS 6

This means:
Panel height
90 cm 2 Clips
Panel height 120 cm 2 Clips
Panel height 150 cm 3 Clips

12,5 mm

30
45

The hole arrangement in the edge

proles allow the
height of the panels to be adjusted
in 12.5 mm increments.

HS

24

60

HSE

Clip HSC
Only one connecting part

7.

HSE

30

HSAS 5

SM

20

60

45

30

HSE

HSE

HSM

45

HSM

30

45

HSAS 5

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

6. Stopend Formwork

2. Oblique Angles 75

HSE

45

45

Using:
Stopend plywood
Compensation Waler HSR 59
Stopend Tie HST

SM

30

120

HSAS 5/6

45

2.
30

HSM

30
28

60

Connections on external formwork

Connections on internal formwork

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 standard panel joints

HSE

HSE

Basic requirements for

oblique angles

SM

150 x 30
034060
16.20
0.45

150 x 60
034050
27.80
0.90

30

150 x 90
034010
39.10
1.35

60

Type
Item no.
Weight [kg]
m2

25

HSE

6.
HSAS 5/6

Compensation
Waler HSR 59
2 HSAS 5
120 x 60
034070
22.80
0.72

120 x 30
034080
13.20
0.36

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

90

Always position stopend tie HST close to

transverse strut of the
panel

HSE
35
36

120 x 90
034020
32.10
1.08

60

Type
Item no.
Weight [kg]
m2

3. Inlls
Insert timber wedge
against waler

3.

With HANDSET ller plate HSLA

(plate) 3 to 18 cm

With ller support HSP

and 21 mm thick plywood 6 to 36 cm

HSE

45

HSAS 5/6

2 HSAS 5
15

HSE
25
45

40

90 x 30
034040
10.30
0.27

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

25

HSE

60

4.
The compensation waler HSR 59
carries the tie forces.

45

HSE

2 HSAS 5

Push-Pull Props and Kicker Braces

Height Adjustment and Fixing

5. Wall Offsets

4. Corners

Push-pull props and kickers to brace

the formwork and bearing the windload are to be arranged as shown on
the adjacent diagram and table.
The rst panel must always be braced
with 2 push-pull props. Subsequent
push-pull props according to the table.

HANDSET can be extended in 30 cm

increments. Clips are 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

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 xing kicker braces
to the slab.

Brace Connector HSRA

Item no. 034550

HSAS 5/6

External formwork: Panel HS 45 or HS 60

Outside Corner Angle HSW
1 Clip HSC per panel section

300

Internal formwork:

240
Table for PERI push-pull props and kicker braces

3.53 2.73 2.19 1.82

1.58 1.42

Actual prop load FRS [kN]

at maximum prop spacing

9.7

9.8

Actual kicker brace load FAV [kN]

at maximum prop spacing

2.1

x = distance of base plate from

front face of formwork

1.2

1.6

2.0

2.4

2.9

3.5

y = *top connection point from

top of formwork

1.0

1.2

1.5

1.8

2.0

2.0

2.3

2.2

9.8
2.2

2.3

2.6

60

120

9.6

HS

90

FAV

60

Stopend tie HST with

wingnut counterplate
DW 15

HSE

Stopend tie HST and

cam nut DW 15 used
to take tension force
when ller timber is
used.

For xing push-pull

props and kicker
braces to the panels. Mounted with
the clip HSC.

F RS

0.5 kN/m2

9.8

HS

150

9.7

24
HS

HSE

60

HS

x
x
*If necessary, the distance from top of formwork must be
adapted to the system.

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

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 inuence.

Timber Strut Coupling HSRB

Item no. 034640

h < 8 m = 0.5 kN/m

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

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

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

HSAS 5
HSAS 6

HSE
HSE

"7
.94(2%1&)-/-&.3

-"7 !."

$),=22&,6&*3&



#23".%

!.."

"

> !.."

".%"#23".%

"1

> !.."



*.%&23#"43&*,%*$+&

> !.."

41$)(".(2,/$)
*-
94#&'&23*(&.%&.
&*,

%#

!.."

HSAS 5

!.."

&-0'/),&.&
"23
*.

5/)'2+33'/'2
'40/
*$)&1)&*32#&*6&13
2



"

> !.."

%

&3/.'&23*(+&*3
`7


..
'40/
5/)'2+33'/'/
*$)&1)&*32#&*6&13
2



"

!.."

)

14$),"23-*33&
+/

#)'
#-4'.
5/)'2+33'/'.
'40/
$'+
'22'+%*4'2
'34+),'+4
`7


..

"

!.."

3'*7

Anchor Bolt
PERI MMS 20 x 130
Item no.: 103606

.#8
!,"

 

'.1(

!,"
'.1(

!,"




'.1(

!,"
'.1(

!,"





The multi panel is equipped with

several rows of holes which allows
adjustments to be made in 2.5 cm
increments.




"

3'*7

For attaching timber struts to brace

connectors HSRA.


-#
$)",4.(
&1=23 .(*.&&1*.(
034(#%*



'+:'/*02/
'543%*-#/&
'-'(0/
      
'-'(#8      

+/(01'2+&'
7771'2+&'

Concreting Scaffold

Foundations

Ties

60

60

Transportation and Storage

PERI Paletten und
Stapelrungen
Bedienungsanleitung

Scaffold bracket HSK 80

Item no. 034560
Mounted to the panels transverse struts - self-locking,
no loose parts. Maximum spacing 1.50 m.
Permissible load according to DIN 4420 = 150 kg/m2.

For vertical panels

If two 1.20 m high panels are being used, three ties are required for the overall height of 2.40 m. Four ties are needed
for 2.70 or 3.00 m high formwork.

Locking Strip HSS 60

Item no. 034530
Eliminates the need for the top tie position whilst acting
as a spacer for strip foundations.

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.

Ausgabe 05/2007

Always refer to
the Instructions
for Use!

3.00 m

2 HANDSET clips

Locking Strip HSS 60

2.70 m

Pallet HS 120 x 90, galv.

Item no. 065080

Pallet HS 150 x 90, galv.

Item no. 065081

Foundation Tie Clamp HLS and Top Tie Bracket HSAH

Concreting height 1.20 m (with 90 x 120 panel vertical)

90

Permissible tension force of the HANDSET foundation

tie clamp with perforated foundation tie = 16 kN

90

90

150

120

120

Pallet HS 150 x 90, galv.,

lled with 10 panels 150 x 90.

For horizontal panels

The bottom tie point of a panel can be used with the aid of a
cam nut. This is an efcient solution if the tie point above it
cannot be used e.g. if box-outs or built-in components are in
the way.

Crane Hook HSKA

The maximum lifting capacity is 500 kg
with a maximum 30 angle of inclination.

120

Always use in pairs!

Top Tie Bracket HSAH, galv.
Item no. 034610

Kranaufhngung HSKA
Art.-Nr. 034520
Bedienungsanleitung

Concreting height 0.90 m (with 90 x 150 panel horizontal)

Ausgabe 05/2007

150

Always refer to
the Instructions
for Use!

150

Foundation Tie Clamp HLS

Item no. 034680
90

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

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/m2.

150

Wall thicknesses

150

2,40 m

from 15 to 60 cm
in 5 cm increments

)./-

HSE

HSE

"
"

40

60

9 '+/(#%*'
52%*34'%,.0/4#)'
9 '/02.'
'+4
5/&
034'/'231#2/+3
9 ,'+/'
12'/)7+2,5/)
&'3
<$'-3
9 )'12<(4'
+%*'2*'+4
#5%*
+/
/+'&'2
('34'.
/+%*4
#53)'*;24'4'.
'40/

)./- > !.."

35

120

&$).*2$)&
"3&.
!41
&'&23*(4.(
5/.
*$)323=39&.

#20"..4.(&.
#&*
 
=).&.

.+&1,<.(&
/%&1
"42+1"(&.%&.
&$+&.3*2$)&.
*23

%*&
.+&12$)1"4#&

&*.&
*%&",&

,&--23<1+&
,3&1."3*5&
94
#*2)&1
&*.(&2&393&.

&1".+&14.(23*&'&
&'&23*(4.(22823&-&.
/)13*&'&
*&
/13&*,&
*-
;#&1#,*$+
/)1&1
:
#..'2$0*2'2

 
9 .'*2(#%*
7+'&'26'27'/&$#2

45

45

Scaffold Tube Holder HSGH

Item no. 034690
For scaffold tubes with 48.3 mm

For assembling
the base plates
.+&12$)1"4#&



7

13
1



30

60

Wind loads:

45

Corner HSE
Clip HSC arrangement as for standard panel joints

45

Max. width of inuence [m]

180

8.0

45

7.0

HSM

3.0

45

Formwork height h [m]

HSM

6.0

HSE

210

5.0

20
18

Wall thickness adjustments with ller bar HSAS 5/6 or timber inlls

270

4.0

To resist tension force in the inll area

stopend tie HST or tie rod DW 15 are
required. It is only neccessary in the
vicinity of external corners or other obstructions.

45

90 x 60
034030
17.90
0.54

15

45

60
Type
Item no.
Weight [kg]
m2

HSE

HSM

HSE

6-36 cm

5.
45

as
ble x 90 idth
a
l
i
w
a
Av 120 ng a
i
S
H vid cm
pro 120
of

3-18 cm

HSM

60

Perforated Foundation Tie,

25 m roll
Item no. 023020

Cam nut DW 15

Crane Hook HSKA

Item no. 034520

Edition 02/2008

 
#"




 % 


 % 
%1)/
250:25.
-5()5
250:25.
-5'8/%5
250:25.
%'%()
250:25.
5%')
5%0)


&!"!
/-0&-1+
"'%**2/(
")/*/-0&-1+
"<67)0
/-0&-1+
527)'7-21
%1)/
/%7*250
"<67)06

#
 % 
"48%5)
!)'7%1+8/%5
-5'8/%5


" %&!


 
" !
%'%()
"'%**2/(
$25.-1+
/%7*250
$)%7,)5
527)'7-21
!22*
"7%-5:%<
'')66


 % 
%1)/
250:25.
)%0
5-(
250:25.
-5()5
250:25.
"/%&
#%&/)
)%0
250:25.

 

#


 % 
%17-/)9)5)(
%5%3)7
%55-%+)
%17-/)9)5)(
%5%3)7
/%7*250
1+-1))5=6
216758'7-21
-7

 
&!"!
"7))/
"/%&
5236
/80-1-80
"/%&
5236
#2:)5
"<67)06
)%9<87<
5236

 $!
250:25.
66)0&/<
/)%1-1+

!)3%-56
250:25.
/%11-1+
"2*7:%5)
"7%7-'6
"3)'-%/
216758'7-216

((-7-21%/
"<67)06
/<:22(
250:25.
-5()56
"723)1(
"<67)06
%//)76
#5%163257%7-21
217%-1)56

(-7-21







 % 

 


2;




$)-66)1,251
)50%1<
#)/



 
%;



 
-1*23)5-()
:::3)5-()


)



0%

57
5
 


>
23<5-+,7
&<
!
0&

267)5

 
#"




 % 


 % 
%1)/
250:25.
-5()5
250:25.
-5'8/%5
250:25.
%'%()
250:25.
5%')
5%0)


&!"!
/-0&-1+
"'%**2/(
")/*/-0&-1+
"<67)0
/-0&-1+
527)'7-21
%1)/
/%7*250
"<67)06

#
 % 
"48%5)
!)'7%1+8/%5
-5'8/%5


" %&!


 
" !
%'%()
"'%**2/(
$25.-1+
/%7*250
$)%7,)5
527)'7-21
!22*
"7%-5:%<
'')66


 % 
%1)/
250:25.
)%0
5-(
250:25.
-5()5
250:25.
"/%&
#%&/)
)%0
250:25.

 

#


 % 
%17-/)9)5)(
%5%3)7
%55-%+)
%17-/)9)5)(
%5%3)7
/%7*250
1+-1))5=6
216758'7-21
-7

 
&!"!
"7))/
"/%&
5236
/80-1-80
"/%&
5236
#2:)5
"<67)06
)%9<87<
5236

 $!
250:25.
66)0&/<
/)%1-1+

!)3%-56
250:25.
/%11-1+
"2*7:%5)
"7%7-'6
"3)'-%/
216758'7-216

((-7-21%/
"<67)06
/<:22(
250:25.
-5()56
"723)1(
"<67)06
%//)76
#5%163257%7-21
217%-1)56

(-7-21







 % 

 


2;




$)-66)1,251
)50%1<
#)/



 
%;



 
-1*23)5-()
:::3)5-()


)



0%

57
5
 


>
23<5-+,7
&<
!
0&

267)5