2.03 Wood Beam Formwork VARIOFIX 2

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25 Νοε 2013 (πριν από 3 χρόνια και 10 μήνες)

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Girder/Beam Shuttering
2.03 Wood

Beam

Formwork

VARIOFIX
2
Status: January 2010 2.03
Info:
Ready-to-use preassembled panels consisting of steel
walers SRZ 120, formwork beams GT 24 and three-layer
or multi-layer film-coated veneer plywood panels. Beams
GT 24 and steel walers SRZ are permanently screwed to-
gether. Each prefabricated panel is fitted with VF rails on the
top and bottom. The panels are symmetrical, which means
there are no “left” and no “right” panels. They can also be
used lying down.
Maximum concrete pressure: P = 50 kN/m
2
.
Note:
Replacement plywood panels for shuttering panels upon
request.
Cross reference:
See chapter 4.03 for anchor material.
VARIOFIX Panel with 21 mm
Plywood Panel
1VARIOFIX Wood Beam Formwork
Description w h t* Remark kg Equi. No.Art. No. Man.
VARIOFIX Panel VF 2.50 x 2.78 2.500 2.780 0.381 406.00 92385 072500
261
2,500
1,250625 625
502.51,7752,780
502.5
*Overall height (including steel waler).
Status: January 2010 2.03
Info:
Ready-to-use preassembled panels consisting of steel
walers VSRZ 120, formwork beams GT 24 and three-layer
or multi-layer film-coated veneer plywood panels. Beams
GT 24 and steel walers VSRZ are permanently screwed
together. Each prefabricated panel is fitted with VF rails on
the top and bottom. The panels can be “rotated”, enabling a
“left” and a “right” panel to be formed.
Maximum concrete pressure: P = 50 kN/m
2
.
Note:
Replacement plywood panels for shuttering panels upon
request.
Cross reference:
See chapter 4.03 for anchor material.
VARIOFIX Panel with 21 mm
Plywood Panel
2VARIOFIX Wood Beam Formwork
Description w h t* Remark kg Equi. No.Art. No. Man.
VARIOFIX Panel VF 1.25 x 2.78 1.250 2.780 0.381 204.00 92384 072550
2611,250
625 625
502.51,7752,780
502.5
*Overall height (including steel waler).
Status: January 2010 2.03
Info:
Ready-to-use preassembled panels consisting of steel
walers SRZ 120, formwork beams GT 24 and three-layer
or multi-layer film-coated veneer plywood panels. Beams
GT 24 and steel walers SRZ are permanently screwed
together. Each prefabricated panel is fitted with VF rails
on the top and bottom. The panels are symmetrical, which
means there are no “left” and no “right” panels. They can
also be used lying down.
Maximum concrete pressure: P = 50 kN/m
2
.
Note:
Replacement plywood panels for shuttering panels upon
request.
Cross reference:
See chapter 4.03 for anchor material.
VARIOFIX Panel with 21 mm
Plywood Panel
3VARIOFIX Wood Beam Formwork
Description w h t* Remark kg Equi. No.Art. No. Man.
VARIOFIX Panel VF 2.50 x 1.25 2.500 1.250 0.381 238.00 92391 072520
261
2,500
1,250625 625
625
1,250
625
*Overall height (including steel waler).
Status: January 2010 2.03
Info:
Ready-to-use preassembled panels consisting of steel wal-
ers VSRZ 120, formwork beams GT 24 and three-layer or
multi-layer film-coated veneer plywood panels. Beams GT
24 and steel walers VSRZ are permanently screwed to-
gether. Each prefabricated panel is fitted with VF rails on
the top and bottom. The panels can be “rotated”, enabling a
“left” and a “right” corner to be formed.
Maximum concrete pressure: P = 50 kN/m
2
.
Note:
Replacement plywood panels for shuttering panels upon
request.
Cross reference:
See chapter 4.03 for anchor material.
VARIOFIX Panel with 21 mm
Plywood Panel
4VARIOFIX Wood Beam Formwork
Description w h t* Remark kg Equi. No.Art. No. Man.
VARIOFIX Panel VF 1.25 x 1.25 1.250 1.250 0.381 157.00 92389 072580
261
1,250
625 625
625625
1,250
*Overall height (including steel waler).
Status: January 2010 2.03
Info:
Ready-to-use preassembled panels consisting of steel
brackets with firmly screwed glued timber. Plywood panel
like with the standard panel.
Note:
Replacement plywood panels for attachment panels avail-
able upon request.
Glued timber thickness = 105 mm.
VF Attachment Panels VFA with
21 mm Plywood Panel
5VARIOFIX Wood Beam Formwork
Description w h t* Remark kg Equi. No.Art. No. Man.
VF Attachment Panel VFA 2.50 x 0.625 2.500 0.625 0.261 68.60 92390 072540
VF Attachment Panel VFA 1.25 x 0.625 1.250 0.625 0.261 34.30 92388 072590
261
261
2,500
1,250
625
625
Status: January 2010 2.03
Info:
For rapid connection when stacking panels.
Note:
A 15.0 star nut is required for each fastening bolt FF 20.
Info:
Accessory for stacking.
Info:
For fastening girders to the vario coupling (for instance for
fitted plates and panel widening).
Accessory:
1 Wedge K.
Fastening Bolt FF 20
Triple Wing Nut, Galvanized
Connector Pressure Plate KDP
6VARIOFIX Wood Beam Formwork
Description w h t Remark kg Equi. No.Art. No. Man.
Fastening Bolt FF 20 0.175 0.020 0.30 92437 587545
Triple Wing Nut, Galvanized 0.090 0.050 0.53 92415 30190
Connector Pressure Plate KDP 0.120 0.126 0.090 1.30 92084 24220
VARIO Alignment Clamp VRS F-F Concr.No ill.2.06 92479 102945
VARIO Connector VKS 99 F-F Concrete No ill.8.68 92478 102825
Clamp length 85–113
175
SW 30
20
50
Ø 90
120
126
Status: January 2010 2.03
Info:
For infinitely variable tension and pressure-resistant con-
nection of steel walers. For extension lengths of more than
50 cm an additional anchoring is necessary, depending on
the load exerted on the waler.
Note:
W
y
= 17.1 cm
3
, l
y
= 68.3 cm
4
.
Info:
Connector for infinitely variable tension and pressure-resis-
tant connection - in particular for shaft shuttering.
Info:
Connector for tension and pressure proof connection - in
particular for shaft shuttering.
VARIO Connectors VKZ
Corner Connectors EKZ
Hinge Connectors GKZ
7VARIOFIX Wood Beam Formwork
Description l
1
l
2
a Remark kg Equi. No.Art. No. Man.
VARIO Connector VKZ 99 0.990 9.00 92078 013010
VARIO Connector VKZ 147 1.470 13.30 92080 013020
VARIO Connector VKZ 211 2.110 19.10 92083 013030
VARIO Connector, Special Lengths VKZ rum.9.00* 92081 013080
Corner Connector EKZ 76/76 0.765 0.765 90° 13.40 92086 013130
Corner Connector EKZ 95/43 0.948 0.429 90° 12.10 92088 013140
Corner Connector, Special Lengths EKZ rum.9.00* 92087 013180
Hinge Connector GKZ 60/60 0.602 0.602 ≥ 48° 11.40 92090 013220
Hinge Connector GKZ 76/76 0.762 0.762 ≥ 48° 14.20 92091 013210
Hinge Connector, Special Lengths GKZ rum.9.00* 92092 013230
44l
1
80
l
2
80
l
1

44
l1
l
2
*kg/m
Status: January 2010 2.03
Info:
For connecting the connector pressure plate KDP or the
wedge head unit to the SRZ.
Info:
For panel connection with VARIO connectors or clamping
fixture.
Info:
For exterior corner tensioning of SRZ profiles U 100 to U
140 and connectors.
Wedge K
Wedge KZ
Clamping Fixture SKZ
8VARIOFIX Wood Beam Formwork
Description l t h Remark kg Equi. No.Art. No. Man.
Wedge K 0.208 0.008 0.32 92111 024250
Wedge KZ 0.254 0.020 0.81 92112 024240
Clamping Fixture SKZ 0.131 0.070 2.30 92073 024210
8
208
20
131
254
70
35°–max. 70°
Status: January 2010 2.03
Info:
Working console for a platform width of 0.75 m. It can be
fastened at any joints of the girder GT 24.
Note:
With captive socket pin.
Maximum distance = 1.25 m.
Permitted load = 150 kg/m
2
.
(Scaffolding group 2 in accordance with DIN 4420, part 1,
December 1990 version.)
Info:
Is used for supporting the plank flooring in the corner area.
Note:
With captive socket pins.
EGB 24-80 R (right).
EGB 24-80 L (left).
Scaffolding Support GB 80
Corner Scaffolding Support EGB
9VARIOFIX Wood Beam Formwork
Description w h
1
h
2
Remark kg Equi. No.Art. No. Man.
Scaffolding Support GB 80 0.761 1.050 0.600 10.50 90227 027110
Corner Scaffolding Support EGB 24-80 R 0.732 1.050 0.600 13.50 90480 027060
Corner Scaffolding Support EGB 24-80 L 0.732 1.050 0.600 13.50 90481 027070
761
1,050600
1,029
1,650
1,050600
Status: January 2010 2.03
Info:
Working aid for supporting and aligning shuttering panels
and support shuttering up to a height of 12.00 m.
Note:
RSS I
For shuttering height h up to 4.00 m.
Extension length [m]:

P
ermissible tension and pressure force [kN]:

R
SS II
For shuttering height h up to 5.00 m.
Extension length [m]:

P
ermissible tension and pressure force [kN]:

R
SS III
For shuttering height h up to 8.00 m.
Extension length [m]:

P
ermissible tension and pressure force [kN]:

R
S 1.000
For shuttering height h up to 12.00 m.
Extension length [m]:

P
ermissible tension and pressure force [kN]:

C
ross reference:
See chapter 2.03, page 12 for related head units and
footplates.
Aligning Support RSS
10VARIOFIX Wood Beam Formwork
Description l
min
l
max
t Remark kg Equi. No.Art. No. Man.
Alignment support RSS I 2.050 2.940 0.070 18.00 92119 028010
Alignment support RSS II 2.910 3.800 0.070 22.40 92120 028020
Alignment support RSS III 4.600 6.000 0.083 38.80 92183 028030
Alignment support RS 1.000 6.325 10.000 0.089 No ill.116.00 92381 028990
Support head adapter RS 1.000/RSS III No ill.1.87 92825
Support head adapter RSS I/II No ill.1.87 92826
l
min.
–l
max.
t
Status: January 2010 2.03
Info:
Lower part of the alignment support for setting up the shut-
tering base.
Note:
Complete with bolts and spring cotter pin.
Permitted load outrigger AV = 18 kN.
Outrigger AV 190
For shuttering height h up to 8.00 m.
Extension length [m]:

P
ermissible tension and pressure force [kN]:

O
utrigger for RSS III
For shuttering height h up to 8.00 m.
Extension length [m]:

P
ermissible tension and pressure force [kN]:

C
ross reference:
See chapter 2.03, page 12 for related head units and
footplates.
Outrigger AV
11VARIOFIX Wood Beam Formwork
Description l
min
l
max
t Remark kg Equi. No.Art. No. Man.
Outrigger AV 1.080 1.400 0.030 5.10 92127 028110
Outrigger AV 190 1.080 1.900 0.070 11.90 92377 028270
Outrigger for RSS III 2.025 2.915 0.070 No ill.16.90 92187 028120
l
min.
–l
max.
t
Status: January 2010 2.03
Note:
Complete with bolts and spring cotter pin.
Note:
Complete with bolts and spring cotter pin.
Info:
For fastening aligning support and outriggers to girder GT 24.
Note:
Complete with bolts and spring cotter pin.
Footplate for RSS
Footplate for RS 1.000
Girder Head Unit 24, Galvanized
12VARIOFIX Wood Beam Formwork
Description w h t Remark kg Equi. No.Art. No. Man.
Footplate for RSS 0.150 0.100 0.092 1.80 92409 028090
Footplate for RS 1.000 0.290 0.095 0.098 4.30 92410 028900
Footplate for RS No ill.1.86 92469 28100
Girder Head Unit 24, Galvanized 0.170 0.145 0.136 4.30 92125 028050
Girder Head Unit 24/A, Galvanized No ill.4.60 92489 28070
150
92100
290
136
9895
145
170
Status: January 2010 2.03


Info:
For fastening aligning support and outriggers to the steel
waler SRZ profiles U 100, U 120 and U 140.
Note:
Complete with bolts with a diameter of 16 x 42 and spring
cotter pin.
Accessory:
1 Wedge K.
Info:
For stacking girders GT 24 and girder panels with GT 24 up
to 8.00 m high.
Note:
Complete with two triple wing nuts.
M
zul.
= 1.73 kN/m

or M
zul.
= 0
Q
zul.
= 0

or Q
zul.
= 5 kN
Wedge Head Unit
Stacking Connection Plate 24-2
13VARIOFIX Wood Beam Formwork
Description w h t Remark kg Equi. No.Art. No. Man.
Wedge Head Unit 0.266 0.098 2.10 92124 028060
Stacking Connection Plate 24-2 0.122 0.850 0.028 7.20 92296 024480
Beam Connector No ill.1.80 93169 18310
Anchoring Plate No ill.2.10 90650 13240
VF Supporting Bracket No ill.2.23 92284
VF Bracket 24-60 No ill.9.90 92139
VF Stacking Shoe No ill.6.00 92138
256
98
122
850
Status: January 2010 2.03


Info:
Crane splice complete with bolts and spring cotter pin.
Note:
Load bearing capacity: 700 kg with maximum suspension
gear spread angle of 30°. Two pieces per unit.
Crane Splice 24
14VARIOFIX Wood Beam Formwork
Description w h t Remark kg Equi. No.Art. No. Man.
Crane Splice 24 0.117 0.648 0.030 3.92 92290 070760
117
30
648
230
160
82
Status: January 2010 2.03


Info:
For building VARIOFIX panels and special panels.


Info:
For forming corner panels.
Steel Waler SRZ
VARIO Steel Waler VSRZ
15VARIOFIX Wood Beam Formwork
Description l w h Remark kg Equi. No.Art. No. Man.
Steel Waler SRZ 95 U100 0.950 0.152 0.100 23.10 92493 10600
Steel Waler SRZ 120 U100 1.200 0.152 0.100 25.30 92036 10300
Steel Waler SRZ 145 U100 1.450 0.152 0.100 34.00 92480 10610
Steel Waler SRZ 182,5 U100 1.825 0.152 0.100 40.00 92481 10060
Steel Waler SRZ 195 U100 1.950 0.152 0.100 42.70 92482 10070
Steel Waler SRZ 245 U100 2.450 0.152 0.100 52.10 92041 10050
Steel Waler SRZ 295 U100 2.950 0.152 0.100 61.90 92167 10120
Steel Waler SRZ 120 U120 1.200 0.162 0.120 31.50 92197 010850
Steel Waler SRZ 245 U120 2.450 0.162 0.120 65.50 92198 010860
Steel Waler SRZ 120 U140 1.200 0.172 0.140 40.00 92205 010800
Steel Waler SRZ 245 U140 2.450 0.172 0.140 81.00 92196 010810
Steel Waler SRZ U100 rum.0.152 0.100 22.00 92043 010080
Steel Waler SRZ U120 rum.0.162 0.120 28.00 92053 010150
Steel Waler SRZ U140 rum.0.172 0.140 33.00 92055 010090
Steel Belt SBL-U120 rum.No ill.28.00 92258
VARIO Steel Waler VSRZ 24-120/12 U100 1.200 0.152 0.100 32.40 92320 010440
VARIO Steel Waler VSRZ 24-245 U100 2.450 0.152 0.100 59.10 92322 010420
VARIO Steel Waler VSRZ 24-120 U120 1.200 0.162 0.120 32.40 92321 310910
VARIO Steel Waler VSRZ 24-245 U120 2.450 0.162 0.120 59.10 92367 310900
1,200/2,450
1,200/2,450
U 100/U 120
U 100/U 120
Status: January 2010 2.03

Info:
For fastening GT 24 to SRZ U 100 and U 120.
Info:
For SRZ U 140 and U 160.
Info:
For fastening support stand SB 1 and SB 2 to steel walers
SRZ U 100, SRZ U 120 and SRZ U 140.
Note:
Width across flats SW 22.
Hook Clamp HB 24-100/120, Galvanized
Hook Clamp HB 24-140/160, Galvanized
Hook Clamp for SB, Galvanized
16VARIOFIX Wood Beam Formwork
Description l w t Remark kg Equi. No.Art. No. Man.
Hook Clamp HB 24-100/120, Galvanized var.0.122 0.64 90813 024110
Hook Clamp HB 24-140/160, Galvanized var.0.122 0.70 90814 024190
Hook Clamp for SB, Galvanized var.0.221 2.60 90800 027590
20
20
82
152 (U 100)162 (U 120)
M 14
102
20 2082
172 (U 140)182 (U 160)
102
Status: January 2010 2.03

Info:
For fastening GT 24 in VARIO corner.
Info:
For fastening the edge beam GT 24 to steel walers SRZ U
100 and U 120 (HB) as well as SRZ U 140 and U 160 (HB 2).
Fix Clamp U 100/120
Girder Clamp HB, HB 2
17VARIOFIX Wood Beam Formwork
Description w h t Remark kg Equi. No.Art. No. Man.
Fix Clamp U 100/120 var.0.113 0.70 90809 024630
Girder Clamp HB 0.151 0.164 0.86 90801 024600
Girder Clamp HB-2 0.151 0.164 0.90 90804 024620
Hook Clamp HB for VT var.No ill.0.48 90802 24630
Hook Clamp HB2 for VT var.No ill.0.47 90805
Hook Clamp HB U100/120 No ill.0.61 90813
Hook Clamp HB2 U140/160 No ill.0.60 90814
Double Hook Clamp DHB GT24 U100/120 No ill.0.73 90806
Double Hook Clamp DHB2 GT24 U140/160 No ill.0.74 90808
Double Hook Clamp DHB U100/120 No ill.0.74 90815
Double Hook Clamp DHB2 U140/160 No ill.0.74 90816
113
152 (U 100)162 (U 120)
35
20
2
10
48
20
80
Status: January 2010 2.03

Info:
For easy stripping of shaft shuttering in narrow spaces.
Note:
It is recommendable to remove the shaft corners shortly
after concreting.
Safety Shaft Corners SSE
18VARIOFIX Wood Beam Formwork
Description l w Remark kg Equi. No.Art. No. Man.
Safety Shaft Corners SSE Run. m 0.150 35.00 92095 025250
Shaft corner 1334 No ill.6.60 92271
Shaft corner 2000 No ill.9.90 92272
Shaft corner 3334 No ill.16.40 92273
150
150
h
Status: January 2010 2.03

Info:
Ready-to-use preassembled panels consisting of steel
walers SRZ 100, formwork beams GT 24 and film-coated
multi-layer panels, 21 mm. The panels have a cover board
and crane splices 24 on their tops.
Maximum concrete pressure P = 60 kN/m
2
.
Note:
Replacement plywood panels for shuttering panels upon
request.
Cross reference:
See pages 6 to 18 of this chapter for accessories.
VARIO-GT24 Standard Panels
19VARIOFIX Wood Beam Formwork
Description w h t Remark kg Equi. No.Art. No. Man.
VARIO-GT24 Panel 2.50 x 3.00 2.500 2.990 0.361 351.00 92620 101242
VARIO-GT24 Panel 2.50 x 3.60 2.500 3.582 0.361 453.00 92621 101243
VARIO-GT24 Panel 2.50 x 4.80 2.500 4.766 0.361 599.00 92622 101245
VARIO-GT24 Panel 2.50 x 5.40 2.500 5.358 0.361 702.00 92624 101246
VARIO-GT24 Panel 2.50 x 6.00
2.500 5.950 0.361 746.00 92623 101247
VARIO-GT24 Panel 1.87 x 3.00
1.875 2.990 0.361 267.00 92625 101249
VARIO-GT24 Panel 1.87 x 3.60 1.875 3.582 0.361 344.00 92626 101250
VARIO-GT24 Panel 1.87 x 4.80 1.875 4.766 0.361 455.00 92627 101252
VARIO-GT24 Panel 1.87 x 5.40 1.875 5.358 0.361 533.00 92629 101253
VARIO-GT24 Panel 1.87 x 6.00
1.875 5.950 0.361 566.00 92628 101254
VARIO-GT24 Panel 1.25 x 3.00
1.250 2.990 0.361 196.00 92630 101256
VARIO-GT24 Panel 1.25 x 3.60
1.250 3.582 0.361 251.00 92631 101257
VARIO-GT24 Panel 1.25 x 4.80 1.250 4.766 0.361 331.00 92632 101259
VARIO-GT24 Panel 1.25 x 5.40 1.250 5.358 0.361 387.00 92634 101260
VARIO-GT24 Panel 1.25 x 6.00 1.250 5.950 0.361 412.00 92633 101261
1,250
1,875
2,500
625
625
625
625
625
1,250
625
625
21
100
240
78
78
78 78297 297350 350 350 350 350
78
78
297
319.5
319.5
297
360
320
360
180
360
21
21
100
240
240
100
Status: January 2010 2.03

Info:
Preassembled panels with skids, cover board and 2 crane
splices 24.
Cross reference:
See pages 6 to 18 of this chapter for accessories.
VARIO-GT24 Standard Interior
Corner 0.75 x 0.75
20
Description w h t Remark kg Equi. No.Art. No. Man.
VARIO-GT24 Interior Corner 0.75/0.75/3.00 0.750 2.990 0.750 238.00 92635 101470
VARIO-GT24 Interior Corner 0.75/0.75/3.60 0.750 3.582 0.750 306.00 92636 101469
VARIO-GT24 Interior Corner 0.75/0.75/4.80 0.750 4.766 0.750 404.00 92637 101467
VARIO-GT24 Interior Corner 0.75/0.75/6.00 0.750 5.950 0.750 502.00 92638 101465
750
750
VARIOFIX Wood Beam Formwork
Status: January 2010 2.03

Info:
Panel heights of standard panels and standard interior
corners (apart from 540).
VARIO-GT24 Standard Panels
21
1,776459
459
4591,1841,1841,184
2,990
VARIOFIX Wood Beam Formwork
h = 300
h = 540
h = 360
h = 600
h = 480
3,582
1,1841,184
4,766
5.3585.3585,358
5,950
1.1841.1841,184
1,184
1.1841.1841,184
1,184
1.1841.1841,184
1,184
1.1841.1841,184
1,184
459459459
459
Status: January 2010 2.03

Info:
For assembling an equilateral interior corner 75 x 75 cm.
Profile U 100.
A wedge KZ is required for bracing.
Info:
For infinitely variable tension and pressure-resistant connec-
tion of steel walers on exterior corner.
Info:
For fastening GT 24 to steel waler SRZ profiles U 100 up to U
140, if the SRZs are not in the girder joint or running at right
angles to GT 24.
Safety information:
Beams GT 24, which are fastened with the locking clamp,
must be additionally fixed with an appropriate number of
shuttering panel screws when the crane splice 24 or the
crane hoisting gear 24 is used!
Interior Corner Walers IRZ 0.75 x 0.75
Exterior Corner Joint AKZ 0.85 x 0.85
Locking clamp 24–100/140, Galvanized
22
Description w h t Remark kg Equi. No.Art. No. Man.
Interior Corner Walers IRZ 0.75 x 0.75 0.715 0.152 0.727 43.50 92486 010200
External Corner Connector AKZ 0.85 x 0.85 0.845 0.044 0.845 24.80 92487 103850
Locking clamp 24–100/140, Galvanized 0.090 0.098 No ill.0.92 90817 024640
715
727
VARIOFIX Wood Beam Formwork
845
845
120
Cross reference:
See pages 6 to 18 of this chapter for accessories.