PD8 - Prospect
PD8 - Prospect
PD8 - Prospect
PERI GmbH
Formwork Scaffolding Engineering
P.O. Box 1264
89259 Weissenhorn
Germany
Tel +49 (0)7309.950-0
Fax +49 (0)7309.951-0
info@peri.com
www.peri.com
Important Notes:
PERI PD 8
2 As slab table shoring tower or stair tower
14 Tables
20 Components
1
PERI PD 8
As slab table, shoring tower or stair tower
2
PD 8 Shoring Tower PD 8 Stair Tower
The PD 8 shoring tower is type-tested The PD 8 stair tower pro-
for heights up to 21.30 m and loads vides safe construction site
up to 62 kN with a maximum 720 mm access. It can be extended
spindle extension. The PD 8 shoring up to a height of 100 m with
tower can be pre-assembled on the units pre-assembled on the
ground. It has base dimensions of ground.
1.50 m x 1.50 m.
Type Test
3
PERI PD 8
Examples of completed projects
4
With the frame heights R 150 and R 110, as
well as the large spindling lengths, every
height is continuously adjustable up to the
maximum.
5
PERI PD 8
Examples of completed projects
6
Cost-effective use of the PD 8 for
construction of a motorway bridge.
Complicated PD 8 falsework with inclined PD 8 slab tables with 2 x GT 24 main beams Optimal height adjustment with PD 8 frames
concrete surfaces for constructing a shopping and GT 24 cross beams. R 150 and R 110 for a bridge superstructure.
centre.
7
PERI PD 8
PD 8 slab table - basic assembly and height table
Basic assembly
Assembly of the PD 8 slab table usu-
ally takes place in a vertical position
on the specied assembly area. A
crane is not required for the assembly
but can be used, however, to facilitate
easier working procedures.
X DK
Detail B
8
Height table
PD 8 Frames R 110 and R 150
2. Assemble additional PD 8 frames with the 3. After reaching the required assembly height,
help of a working platform and mount with install head spindles (see Detail D).
connector and bolts 16 x 65/86 (see Detail C). With the use of GT 24 as the main beams,
Alternatively, complete frame units can be alternatively the Crosshead Spindle PD 8 20/24
placed on top of each other with the crane. can be used.
Detail C Detail D
9
PERI PD 8
PD 8 slab tables - horizontally moved
Lifting Trolley
MULTIPROP towers can also be
moved with the lifting trolley.
Transportation Wheel 80
If required, the Transportation Wheel 80
is simply mounted on the vertical tube
1500
of the PD 8 frame.
max 1105
min 55 max 855
min 305
Trolley with Winch
Item no. 019200
Important:
Follow Instructions for Use to ensure
correct use.
Transportation Wheel 80
Item no. 019240 250
10
Large wheels on the lifting trolley facilitate
easy moving of the PD 8 table.
11
PERI PD 8
PD 8 slab tables - vertically moved
1 t / 5.0 m
Item no. 101862
1.75 t / 8.0 m
Item no. 103212
12
PD 8 Lifting Unit
With the PD 8 Lifting Unit, the slab
tables are moved with the crane.
13
PD 8 Slab Table
Restrained at top, 5.5 m H 14.5 m, 4-legs
Application Conditions FV FV
Centering loads
Restrained at the top
With wind
Height 5.5 m H 14.5 m
5,5 m H 14,5 m
Diagonal Brace 1.25 DK 3.50 m
Version 1
Spindle extension top SK 80 cm
Spindle extension bottom SF 20 cm
1,25 - 3,50 m
FV [kN]
12
70
66,7
q=0
61,3 kN/m 2
60 q=0
58,3 ,5 kN 57,2
SK
55,4 q= /m 2
53,5 0,8 k
N/m 2 49,7
50 q=
1
q = ,1 kN/ 45,5
1,3 m2 44,4
kN
/m 2
40
38,2
36,5
32,3 32,3
30
25,7
3 Frames
6 Frames
9 Frames
20
17,1
SF
10 H [m]
10
5 5,5 6 7 8 9 10 11 12 13 14 14,5 15
Version 2
Spindle extension top SK 20 cm
Spindle extension bottom SF 80 cm
FV [kN]
12
70
SK
65,4
62,1 q=
60 0 kN
60,2 /m 2
55,3 q=
0,5
51,5 q= kN/ 51,0
0 m2
50 q = ,8 kN
1,1 /m 2
q= kN
1,3 /m 2 43,0
40 kN
/m 2 38,8
37,2
34,7
30 29,9
26,8
SF
3 Frames
6 Frames
9 Frames
20 21,3
16,1
12,8
10 H [m]
10
5 5,5 6 7 8 9 10 11 12 13 14 14,5 15
14
PD 8 Slab Table
Restrained at top, 5.5 m H 14.5 m, 6-legs
Application Conditions FV FV FV
Centering loads
Restrained at the top
With wind
Height 5.5 m H 14.5 m
5,5 m H 14,5 m
Wind on the tower
Diagonal Brace 1.25 DK 2.50 m
Distance for horizontal bracing 6.00 m
B1 = B2
Version 1
Spindle extension top SK 80 cm
Spindle extension bottom SF 20 cm
1,25 - 2,50 m 1,25 - 2,50 m
FV [kN] B1 B2
12
70
64,7 q = 0 kN/m 2
60,8 60,8
60 q = 0,5 k
57,9 N/m 2
q = 0,8
SK
kN/m 2 54,8
54,3
50 50,2
47,1
40
34,6
30
3 Frames
6 Frames
9 Frames
20
SF
10 H [m]
10
5 5,5 6 7 8 9 10 11 12 13 14 14,5 15
Version 2
Spindle extension top SK 20 cm
Spindle extension bottom SF 80 cm
FV [kN]
12
70
SK
63,6
q = 0 kN 2
60,8 /m
60 57,9 q=0
,5 kN
q= /m 2
0,8 57,9
kN/m 2
50
49,3 43,5
40 44,6
30 30,4
SF
23,5
3 Frames
6 Frames
9 Frames
20
10 H [m]
10
5 5,5 6 7 8 9 10 11 12 13 14 14,5 15
15
PD 8 Slab Table
Restrained at top, 5.5 m H 14.5 m
With additional Frames
Application Conditions FV FV FV
Centering loads
Restrained at the top
With wind
Height 5.5 m H 14.5 m
5,5 m H 14,5 m
Wind on the Tower
Diagonal Brace 1.25 DK 3.50 m
Distance for horizontal bracing 6.00 m
Version 1
Spindle extension top SK 80 cm
Spindle extension bottom SF 20 cm
12
70
60 58,5
q=0
SK
kN/m 2
51,5
50 49,8
47,2 q = 0,5
kN/m 2
42,8 q=0
,8 kN 42,1
40 /m 2
q=1 38,6
39,7 ,1 kN 36,5
q= /m 2
1,3
kN/m 2 32,9
30 30,2
29,7
25,5
3 Frames
6 Frames
9 Frames
20 21,2
SF
14,0
10 H [m]
10
5 5,5 6 7 8 9 10 11 12 13 14 14,5 15
Version 2
Spindle extension top SK 20 cm
Spindle extension bottom SF 80 cm
FV [kN]
12
70
SK
60 57,9
q=
51,0 0 kN
50 /m 2
46,8 q=
0,5
42,4 q= kN/m 2 42,6
0,8
40 39,4 kN/m 2
q= 36,9
1,1
q= kN/m
1,3 2 33,5
kN/ 32,1
30 m2
28,2
24,4
SF
24,5
3 Frames
6 Frames
9 Frames
20 20,4
16,4
13,9
10 H [m]
10
5 5,5 6 7 8 9 10 11 12 13 14 14,5 15
16
PD 8 Slab Table
Restrained at the Top, H 6.38 m
With Quick Release Spindle
FV FV FV FV
H 6,38 m
800 20 kN
25 kN
600
30 kN
35 kN
S 40
400
40 kN
45 kN
50 kN
SF
200
55 kN
0 Quick Release
0 200 400 600 800 1000
10
SF [mm]
Base Tube with
Quick Release Spindle
17
PD 8 Slab Table
Restrained at top, H 6.26 m, with Base Spindle
FV FV FV FV
H 6,26 m
800
20 kN
Head Spindle
12
SK
600
30 kN
S 40
400
40 kN
50 kN
200 60 kN
70 kN
SF
S 40 S 80
0 Base Spindle
10
18
PD 8 Slab Table
H 6.26 m, with Base Spindle
Application Conditions
Centering loads
Framing Plane
freestanding with wind
Bracing Plane
restrained at the top, with wind
H 6.26 m
FV FV FV FV
FH FH
Wind on the Tower
FV [kN]
70
SK
60
SK = 20 cm
SF = 15 cm
50 half spindle
extension
40
SK = 41 cm
SF = 29 cm
30
20
,3 g
=0 t slidin
a d a gains
min. lo
10 = 0,5
SF
0 FH [kN]
10
19
PD 8 Slab Table, Shoring-, Stair Tower
Item no. Weight kg
Frames PD 8, galv. Note
018510 32,600 Frame PD 8, R 150, galv. Permissible load: see PERI Design Tables.
018520 27,200 Frame PD 8, R 110, galv.
Frame for PD 8 Slab Table, Shoring- and Stair
Tower.
1500
1100
100
100
1100 / 1500
700 / 1100
100
Accessories
018140 0,540 Connector with Washer, galv.
Diagonal Brace DK L X Y
018150 6,910 Diagonal Brace DK 125, galv. 1665 1250 1100
018160 7,710 Diagonal Brace DK 150, galv. 1860 1500 1100
018210 8,910 Diagonal Brace DK 186, galv. 2161 1860 1100
018170 9,310 Diagonal Brace DK 200, galv. 2282 2000 1100
018180 11,300 Diagonal Brace DK 250, galv. 2731 2500 1100
018190 13,300 Diagonal Brace DK 300, galv. 3795 3000 1100
018230 13,500 Diagonal Brace DK 310, galv. 3289 3100 1100
018200 15,100 Diagonal Brace DK 350, galv. 3668 3500 1100
For bracing PD 8 Frames with the combinations
R 150 + R 150 or R 150 + R 110.
L
Y
34
20
PD 8 Slab Table, Shoring-, Stair Tower
Item no. Weight kg
Diagonal Brace DK L X Y
019150 5,710 Diagonal Brace DK 125/110, galv. 1433 1250 700
019160 6,910 Diagonal Brace DK 150/110, galv. 1655 1500 700
019170 8,710 Diagonal Brace DK 200/110, galv. 2118 2000 700
019180 10,700 Diagonal Brace DK 250/110, galv. 2596 2500 700
For bracing PD 8 Frames with the combination
R 110 + R 110.
Y
34
Spindles PD 8
018120 4,400 Spindle PD 8 l = 750/400, galv.
018030 6,820 Spindle PD 8 l = 1160/800, galv.
As base or head spindle for PD 8 system.
750 / 1160
530 / 940
17
30
Tr 48 x10
Accessories
018270 0,800 Quick Jack Nut PD 8, galv.
M 16x80
185
415
35
230
150
16
30
18 Tr 60x12
Accessories
018110 5,480 Foot Tube FR 80, galv.
21
PD 8 Slab Table, Shoring-, Stair Tower
Item no. Weight kg
018270 0,800 Quick Jack Nut PD 8, galv.
For PD 8 spindles 48 mm.
76
35
16
30
Tr 48x10 62
200
170
270
1060
6 x 100
800
17
190
60
30
48,3
6,5
195
10
max 465
240
955
170
35
25
155
85
Tr 48x10
64 20
32
225
27
60 20
22
PD 8 Slab Table, Shoring-, Stair Tower
Item no. Weight kg
018140 0,540 Connector with Washer, galv.
For tension-proof connection of Frames R 150 and
R 110.
20
160
63
3
48
70
Accessories
018050 0,171 Pin 16 x 65/86, galv.
018060 0,030 Cotter Pin 4/1, galv.
160
62 12
220 72
Accessories
018050 0,171 Pin 16 x 65/86, galv.
018060 0,030 Cotter Pin 4/1, galv.
20
11 17
80
10
110 150
Accessories
018050 0,171 Pin 16 x 65/86, galv.
018060 0,030 Cotter Pin 4/1, galv.
110
85
64
5
25
16
Accessories
018060 0,030 Cotter Pin 4/1, galv.
23
PD 8 Slab Table, Shoring-, Stair Tower
Item no. Weight kg
018060 0,030 Cotter Pin 4/1, galv.
For pins up to 25 mm.
50
20
150 10
Accessories
018350 0,310 Bolt ISO 4016 M16 x 160-4.6 MU, galv.
160
SW 24
M 16
320
min 200
12
174
214 50
M8
30
SW 13
110
24
PD 8 Slab Table, Shoring-, Stair Tower
Item no. Weight kg
024010 0,338 Double Girder Strap DTB, galv.
For mounting primary girders to the Head Plate
PD 8.
138
96
M8
30
SW 13
118 110
20
60
3 x 25 55 55 3 x 25 10
300
B 15
332
57
75
65
3,1
4,8
36
Accessories
018280 1,000 Double Headed Nail l = 65 mm
25
PD 8 Slab Table, Shoring-, Stair Tower
Item no. Weight kg
019040 6,480 Guardrail Post PD 8
As guardrail for different systems. Screwed to the
sub-structure.
120
560
1250
65 48,3
150
120
65 30
460
995
max 420
min 20
311
35
315
967
23 467 23
max 735
min 335
250
670
26
PD 8 Slab Table, Shoring-, Stair Tower
Item no. Weight kg
019200 188,000 Trolley with Winch Safety Instructions
To move PERI PD 8 slab tables and MULTIPROP Follow Instructions for Use.
towers. Load-bearing capacity 1.0 t.
1500
max 1105 - PD 8
min 1335
360
1180
1120
676
600
758
152
125
102
298
157
16-65/86
90 30
27
PD 8 Slab Table, Shoring-, Stair Tower
Item no. Weight kg
028570 3,510 Crane Lifting Unit Upper Part Safety Instructions
For moving PERI slab tables with GT 24 as Follow Instructions for Use.
primary girders. Attachment point to fold the Load-bearing capacity 0.5 t
working platform. with a crane sling angle 30.
254 140
50
492
400
Scaffold Tube 48.3 x 3.2 L
026415 3,550 Scaffold Tube Steel 48.3 x 3.2, Spec. Length
026417 0,000 Cutting Costs for Scaffold Tubes
026411 3,550 Scaffold Tube Steel 48.3 x 3.2, I = 1.0 m 1000
026412 7,100 Scaffold Tube Steel 48.3 x 3.2, I = 2.0 m 2000
026413 10,650 Scaffold Tube Steel 48.3 x 3.2, I = 3.0 m 3000
026414 14,200 Scaffold Tube Steel 48.3 x 3.2, I = 4.0 m 4000
026419 17,750 Scaffold Tube Steel 48.3 x 3.2, I = 5.0 m 5000
026418 21,600 Scaffold Tube Steel 48.3 x 3.2, l = 6.0 m 6000
L
48,3x3,2
SW 19
SW 19
28
PD 8 Slab Table, Shoring-, Stair Tower
Item no. Weight kg
017010 1,400 Swivel Coupling DK 48/48, galv. Note
For scaffold tubes 48 mm. Spanner size SW 19.
(27)
SW 19
(26)
SW 19
28 34
33
1655 / 1860
88
70 70
1500
30
28 16
65
55
30 18
29
PD 8 Slab Table, Shoring-, Stair Tower
Item no. Weight kg
018090 0,265 Screw-on Locking Angle, galv. Note
For centering Steel Walers profile U100 and U120 2 per Head Plate. With nut M 16.
on the Head Plate of the PD 8 Shoring Tower.
80 40
4
11
40
25
M 16
30
9
328 22
9
1100
SW 19
34
3100
Diagonal Struts DS
019280 5,100 Diagonal Strut DS 200, galv.
019270 7,200 Diagonal Strut DS 310, galv.
For PD 8 Stair Tower.
8
30 2282 / 3289
45
34 22
Horizontal Struts HS
019300 2,750 Horizontal Strut HS 150, galv.
019330 5,400 Horizontal Strut HS 292, galv.
For PD 8 Stair Tower.
9
30 1500 / 2926
54
34 / 38 22
30
PD 8 Slab Table, Shoring-, Stair Tower
Item no. Weight kg
019430 85,700 Staircase PD 8, galv. Note
For PD 8 Stair Tower. Riser ratio 18.8 : 26.5
2985
660
504 1100
265
188
1306
660
2926
80
55
850
40 748
40
580
660
40
34
5
32
1435
27
783
1100
31
PD 8 Slab Table, Shoring-, Stair Tower
Item no. Weight kg
019380 6,770 Landing Guardrail PD 8, galv.
For PD 8 Stair Tower.
1085
34
655
100
620
34
20 2300
450
450
200
52 52
250
50
383
25
250
20
1200
200
433
250
384
250
50
32
PD 8 Slab Table, Shoring-, Stair Tower
Item no. Weight kg
017070 1,100 Swivel Coupling DK 33.7/38, galv. Note
For scaffold tubes 33.7/38 mm. Spanner size SW 19.
( 26)
SW 19
200
243
48
24 1400
50
63 14
35
62
27
M 16
35
33
The optimal System for every
Project and every Requirements
PERI GmbH
Formwork Scaffolding Engineering
P.O. Box 1264
89259 Weissenhorn
Germany
Tel. +49 (0)7309.950-0
Fax +49 (0)7309.951-0
info@peri.com
www.peri.com