gt-vt girders original
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GT 24 Formwork GirderThe universal Girder
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GT 24 Formwork GirderThe universal girder
The formwork girder as the main
component of wall and slab form-
work tends to determine whether
your forms are cost effective.
Rather than the initial loutlay, it is theservice life and handling costs that arecrucial.
PERI GT 24:
Durability
High load-bearing capacity
Ideal for site nailing requirementsdue to the 6 x 8 cm thick timberchord.
Strong impact protection providedby the steel end caps and side-to-side steel rivets.
Durability through thepatented girder nodeswith mini- dovetail jointing.
The struts penetrate the chords along thewhole cross-section. There are practically nocavities which could trap water. The latticeworkdesign ensures that the GT 24 is well-ventilatedwhen stacked.
Constru
ction
Approva
l
The GT 24 has been ap-proved by the DeutschesInstitut fr Bautechnik.
Mark of conformity
Day of production
Year of manufacture
Length in cm (rounded off)
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The GT 24 reduces labour costs
because fewer girders are required.
Compared to other 20 cm high form-work girders, the higher load-bearingcapacity of the GT 24 results in fewergirders, steel walers or props for bothwall and slab formwork.This means:Savings in labour costs with every
use and on every construction site.
GT 24 lattice girder - VT 20K solid
web girder comparison:
The GT 24 as formwork girder withMULTIFLEX slab formwork.
Regardless of the height, the GT 24 makesit possible:One-piece girders up to 17.80 m long.
A cost-effective solution:Bridge formwork with GT 24 girders.
Weight
Permissible supportreaction
Permissible bending
moment
Flexural strength
GT 24 5.9 kg/m
GT 24 28 kN
GT 24 7 kNm
GT 24 800 kN/m2
VT 20 5.9 kg/m
VT 20 22 kN
VT 20 5 kNm
VT 20 429 kN/m2
+ 27 %
+ 40 %
+ 86 %
0 %
strong enough for wall formwork
light and manageable for slabs
cost-effective for customized form-
work solutions
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The GT 24 in wall formwork
VARIO GT 24, the wall formwork sys-
tem with continuously adjustable
element connections.
Regardless whether it is industrial orresidential construction, bridge abut-
ments or retaining walls, every groundplan and any height up to 18 m can beformed with PERI VARIO GT 24.
The GT 24 lattice girder asmain component of theVARIO formwork is availa-ble in lengths of 90 cm to17.80 m.
Ready-to-use PERI VARIOGT 24 element.
National Museum for Con-temporary Art MAXXI,Rome, Italy. 14 m highwalls in architectural con-crete quality. The form-work is designed for afresh concrete pressure of
150 kN/m.
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Extensions are made using the
VARIO extension splice 24.
VARIO GT 24 elements are extended bymeans of the extension splice 24 in30 cm increments up to a maximumheight of 8.10 m.
6.00 m high VARIO GT 24standard elements withplatforms for constructing anexhibition hall.
Two VARIO elementsextended, 10.20 m high,for construction of a multi-storey car park.
Mounting the extensionsplice 24 takes place with-out drilling holes into thegirder - parts are simplyjoined together through thelattice work.
The GT 24 allows optimaladjustment to the geometryof the building.
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The GT 24 in wall and column formwork
Sewage worksshuttered withRUNDFLEX.
The GT 24 is also the main compo-
nent of the RUNDFLEX and GRV
circular formwork systems.
RUNDFLEX is used to construct sew-age plants, spiral ramps for car parks,silos etc with a wide variety of curva-tures.
A closed ring of PERI GRV formworkallows circular structures to be builtwithout ties.
PERI GRV and GT 24 girdersused for tapered columnformwork.
Complete circular tankshuttered with GRV andGT 24 girders, withoutusing any ties.
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Column formwork VARIO GT 24 and
VARIO QUATTRO.
Regardless of the cross-section:rectangular, circular or irregular.The column formwork for any height
and every cross-section.
21.00 m high columnswith VARIO GT 24column formwork.
The waling arrangementis flexible to suit thefresh concrete pressure.
VARIO QUATTRO columncomplete with ladderaccess and concretingplatforms.
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a
b
c
0,60
0,90
1,20
1,50
1,80
2,10
2,40
d = 0,25 m
3-S, 21mm
a = 0,50 m
c = 1,20 m
b = 2,70 m
F= 27,2 kN
MULTIFLEX
GT 24/ VT 2
0Decken
strke d[m]
Belastung q
[kN/m2]
Zulssiger Jo
chtrgerabst
and b[m]
Vorhandene
Sttzenlast F
[kN]
Quertrgerab
stand a[m]
Sttzenabstan
d c [m]
Belastung:
NachDIN 4
421
Durchbiegu
ng:Besch
rnktauf l/5
00
Berechnung
sgrundlage is
t eineDreisc
hichtplatte
21 mmmit E=
7500N/mm
2 (durchfeuch
tet) und
zulssiger B
=6,5 N/mm
2 (durchfeuch
tet).
Ausgabe 200
2
Beispiel :
Vorhandene
Deckenstrk
e
Gewhlte Sch
alhaut3-S-Pla
tte
Gewhlter Qu
ertrgerabsta
nd
Gewhlter S
ttzenabstand
Zulssiger Jo
chtrgerabst
and
Vorhandene
Sttzenlast
a
b
c
0,60
0,90
1,20
1,50
1,80
2,10
2,40
d= 0,25 m
3-S, 21 mm
a = 0,50m
c =0,90 m
b =2,70m
F=20,4kN
MULTIFLEX
VT20/VT20
Deckenstrke d [m]
Belastung q [kN/m
2]
Zulssiger Jochtrgerabstan
db[m]
VorhandeneSttzenlast F [
kN]
Quertrgerabstand a [m]
Sttzenabstand c [m]
Belastung:Nach DIN44
21
Durchbiegung: Besch
rnkt aufl/500
Berechnungsgrundlage ist
eine Dreischichtplatte
21 mmmitE=7500N/mm
2 (durchfeuchtet)u nd
zulssigerB=6,5N/m
m2 (durchfeuch
tet).
Ausgabe 2002
Beispiel :
Vorhandene Deckenstrke
Gewhlte Schalhaut 3-S-Pl
atte
Gewhlter Quertrgerabstan
d
Gewhlter Sttzenabstand
Zulssiger Jochtrgerabst
and
VorhandeneSttzenlast
a
b
c
0,60
0,90
1,20
1,50
1,80
2,10
2,40
d = 0,25 m
3-S,21 mm
a = 0,625 m
c = 1,20 m
b = 2,80 m
F= 28,0 kN
MULTIFLEX
GT 24 / GT 24
Deckenstrked [m]
Belastungq [kN/m2
]
Zulssiger Jochtrgerabstandb [m]
Vorhandene Sttzenlast F [kN]
Quertrgerabstanda [m]
Sttzenabstand c [m]
B e la s tu n g: N a ch D I N 44 2 1Dur chb i egung: Beschr nk taufl / 500Jochuntersttzung:ImTrgerknoten
BerechnungsgrundlageisteineDreischichtplatte21mmmi tE= 7500N/ mm2 (durchfeuchtet)undzulssigerB=6,5N/mm
2 (durchfeuchtet).Ausgabe2002
Beispiel :
VorhandeneDeckenstrke
Gewhlte Schalhaut3-S-Platte
Gewhlter Quertrgerabstand
Gewhlter Sttzenabstand
Zulssiger Jochtrgerabstand
VorhandeneSttzenlast
The GT 24 in slab formwork
PERI MULTIFLEX GT 24, the girder-
based slab formwork system for any
ground plan and any floor height.
The GT 24 girder allows large spansand thus reduces the number of com-ponents required.The high load-bearingcapacity increases the cost-effective-ness.
MULTIFLEX on slab props. With thePERI MULTIPROP slab prop, the high
permissible GT 24 support reaction of28 kN can also be used at maximumextension lengths.
The GT 24 allows a maingirder spacing of 2.80 mwith props at 90 cm cen-tres supporting slabs upto 35 cm thickness.
With the GT 24 20 % lessgirders, props, a.s.o. arerequired.
PERI MULTIFLEX slide-rulers simplify planning.
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PD 8 slab tables for con-struction of a tunnel witha slab thickness of up1.50 m.
The GT 24 girder in tableforms.
PERI UNIPORTAL the quick and flexibleslab table.
MULTIFLEX GT 24 andMULTIPROP 350 are anideal match.
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The GT 24 in custom formwork
The GT 24 is also the right girder for
custom solutions.
Its higher load capacity than formworkgirders with height of only 200 mm,mean you need fewer components andsupport.
This means that:
Savings in labour costs with every useand on every construction site.
Arched bridge ele-ments preassembledfrom GT 24 and GRVwalers.
Reinertshof Tunnel,
Fssen, GermanyThe GT 24 in combinationwith standard compo-nents of the PERIVARIOKIT engineeringconstruction kit.
Animal Overpass,
Zehun, Czech Republic
GT 24 on falsework usingPERI UP Rosett. Due tothe tight constructionschedule, the archedformwork had to be sup-ported along its entirelength of around 75 me-tres.
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Bridge superstructure,
Kiefersfelden, GermanyThe internal formwork unitsconsisted 100 % of PERIstandard components.
Motorway Bridge, Trmice,Czech Republic
GT 24, MULTIPROP andSLS heavy duty spindlestransfer the load via SBbrace frames into thebridge pier.
Lnitzgrund bridge,Aue, Germany
Custom form withGT 24 and rentablePERI standard compo-nents.
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Item no. Weight kg
GT 24 Formwork Girder
075100075120075150075180075210075240075270
075300075330075360075390075420075450075480075510075540075570075600
5,3007,1008,900
10,60012,40014,20015,900
17,70019,50021,20023,00024,80026,60028,30030,10031,90033,60035,400
GT 24 Girder Standard LengthsGT 24 Girder l = 0.90 mGT 24 Girder l = 1.20 mGT 24 Girder l = 1.50 mGT 24 Girder l = 1.80 mGT 24 Girder l = 2.10 mGT 24 Girder l = 2.40 mGT 24 Girder l = 2.70 m
GT 24 Girder l = 3.00 mGT 24 Girder l = 3.30 mGT 24 Girder l = 3.60 mGT 24 Girder l = 3.90 mGT 24 Girder l = 4.20 mGT 24 Girder l = 4.50 mGT 24 Girder l = 4.80 mGT 24 Girder l = 5.10 mGT 24 Girder l = 5.40 mGT 24 Girder l = 5.70 mGT 24 Girder l = 6.00 mVersatile formwork girder made of wood.
HintsConstruction Approval No.: Z-9.1-157. To simplifyhandling the most common GT 24 Girders arecolour coded for length.Technical Dataperm. Q
D= 14.0 kN
perm. QZ
= 13.0 kN
perm. M = 7.0 kNmly = 8000 cm4
QD
= perm. shear force compression strutQ
Z= perm. shear force tension strut
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De
10/2008
5ma
Art.-
Nr.:790584
C
opyrightbyPERIGmbH
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PERI Product Range
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80
40
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200
40
VT 20 Formwork Girder
The cost-effective solid web girder
The VT 20 is a solid web girder with
a highly-compressed web.
Due to the high proportion of syntheticresin, the VT girder maintains its high
level of dimensional stability.
It has been specially developed for use
in slab formwork and is a low-price op-
tion for thinner slabs.
The VT 20 used as primary and
secondary girder.The light
MULTIPROP 480 with high load
bearing capacity is used for
supporting.
Simple application
The 4 x 8 cm thick chords provide suf-
ficient width for nailing plywood joints.
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De
03/20085ma
Art.
Nr.:790903
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opyrightbyPERIGmbH
PERI GmbH
Formwork Scaffolding Engineering
P.O. Box 1264
89259 Weissenhorn
GermanyTel +49 (0)73 09.950-0
Fax+49 (0)73 09.9 51- 0
info@peri.de
www.peri.de
074990
074905
074910
074890
074920
074930
074940
074950074960
074970
074980
8.560
12.700
14.460
15.640
17.110
19.470
21.240
23.01026.550
28.910
34.810
Girder VT 20
Girder VT 20, l=1.45m
Girder VT 20, l=2.15m
Girder VT 20, l=2.45m
Girder VT 20, l=2.65m
Girder VT 20, l=2.90m
Girder VT 20, l=3.30m
Girder VT 20, l=3.60m
Girder VT 20, l=3.90mGirder VT 20, l=4.50m
Girder VT 20, l=4.90m
Girder VT 20, l=5.90m
Formwork girder made of wood. Front ends with
laminated plastic resin. In order to reduce the risk
of damage the front end of the web is cut back.
L
1450
2150
2450
2650
2900
3300
3600
39004500
4900
5900
Technical Data
perm. Q = 11.0 kN
perm. M = 5.0 kNm
ly = 4290 cm4
Note
Construction Approval No.: Z-9.1-216.
L
10 0 140 140
100
100
22
40
40
120
27
80
200
VT 20 Formwork Girder
Item no. Weight kg
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