01.10 gt24 girder catalogue
DESCRIPTION
Peri GT24 GirderTRANSCRIPT
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GT 24 –The universal girder
The girder that cutsyour shuttering costs!
Light and manageable forslabs
Yet strong enough for walls
And still cost effective incustom formwork
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The GT 24 lattice girderAn investment in lower shuttering costs
The formwork girder as the maincomponent of slab and wall form-work tends to determine whetheryour forms are cost effective.Rather than the initial outlay, it isthe service life and handling coststhat are crucial.
The GT 24 from PERIguarantees both:– a long life– and rapid shuttering thanks
to fewer individual parts.
Successful buildingcontractors use this girderfrom PERI because it is:
Light and manageable forslabs
Yet strong enough for walls
And still cost effective incustom formwork
Designed to last by timberspecialists. The patented chordwith finger joints has practically nocavities that could trap water, andthe latticework is well ventilatedeven while the girders are stacked.
Comparisonwith GT 24 VT 20K GT 24 Diff. %
Permissiblereaction 22 kN 28 kN* +27%
Permissiblebending moment 5 kNm 7 kNm* +40%
Flexural stiffness 429 kNm2 800 kNm2 +86%
Weight 5,9 kg/m 5,9 kg/m ± 0%
*can even be supported at the node
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Colour code
The common lengths of the GT 24girder are colour coded for ease ofhandling in the yard and on site.
Steel caps prolong lifebecause:
– the ends of girders are wellprotected and
– the metal discourages peoplefrom sawing them off.
Monitoringsymbol
Eberhard Claus, Shuttering Manager for MaxGiese GmbH in Trappenkamp: “We have beenworking with PERI formwork girders for over20 years. The oldest T 70V girders still inregular use are 20 years old. The GT 24, this isan example manufactured in 1985, is alsovirtually indestructible.”
The fact that the markings are still legible isproof that the GT 24 really lasts!
Many GT 24 customers haveconfirmed how long the girderlasts, 10 years is not uncommon.
Durability achieved with6 x 8cm chords,
whose entire section is connectedto the bracing with twin morticeand tenon joints to preventsplitting.
Very strong for its weight
Permissible shear force onbracing = 14kNPermissible bending moment= 7kNmMoment of inertia (Ix) 8000cm3
PERI tables for slab and wallformwork and German BuildingRegulations approvalZ - 9.1 - 157 are available.
Year of manufacture
Production date
Length in cm (rounded)
Length Colour270300330360390
The GT 24 lattice girder -the one that cuts shuttering costs.
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The GT 24 in wall formwork
PERI VARIO GT 24 is thegirder wall formworksystem with continuouslyadjustable slot coupling.
From industrial through tohousing construction, bridgeabutments to retaining walls,with the GT 24 any layout andany height up to 18m can beshuttered with one panel.
10.70 m high walls shuttered withsingle unit using VARIO GT 24.
The 30 cm increments of the GT 24make it easier to adjust the form-work to the height required, for thegable wall of housing in this case.
Layout of an example of VARIOtensionproof GT 24 formwork.
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fK = Cantilever deflectionfF = Span deflection* See page 16 for explanation
Freshconcretepressure[kN/m2]
Girderspacing
aperm.
[m]
deflection*[mm]
fK fF B C D
Waling load [kN/m]
A E
Load case 1
Walingspacing
[m]
Load case 2
Load case 3 Waling position for SB 1
Load case 4
Load case 5
ac
k
30 0.56 0.9 0.7 34 49 1540 0.44 0.8 0.7 46 62 1550 0.36 0.6 0.7 58 72 1560 0.32 0.5 0.8 70 77 1470 0.29 0.4 0.8 80 80 1480 0.27 0.4 0.7 89 80 14
30 0.40 1.5 2.3 42 5740 0.32 2.5 3.0 57 6750 0.28 3.9 3.4 72 7260 0.24 4.2 3.4 86 7670 0.21 4.0 3.2 98 7780 0.20 3.8 3.0 106 77
30 0.47 0.4 1.4 27 52 1940 0.37 0.4 1.3 37 66 2050 0.34 0.3 1.1 48 76 2060 0.33 0.3 1.0 59 82 2070 0.33 0.3 1.0 69 84 2080 0.33 0.4 1.0 78 84 20
30 0.57 0.9 0.8 29 44 2440 0.44 0.9 0.7 40 57 2650 0.39 0.8 0.6 50 68 2660 0.38 0.7 0.6 61 74 2570 0.36 0.7 0.5 72 76 2580 0.32 0.6 0.5 80 76 25
30 0.75 1.9 0.3 31 34 3340 0.59 1.2 0.2 42 47 3450 0.47 1.0 0.3 52 57 3560 0.39 0.9 0.3 63 63 3470 0.34 0.8 0.3 74 66 3480 0.31 0.7 0.3 83 65 34
a = 0.46b = 1.18c = 1.18k = 1.05
a = 0.46b = 1.18c = 1.48k = 0.74
a = 0.46b = 1.18c = 1.78k = 0.46
a = 0.46b = 2.07k = 1.35
a = 0.46b = 1.48c = 1.48k = 0.46
B
A
b
C
VARIO GT 24GT 24 Girder, l = 3.88 m
■ Extract from PERI’sbook of tables
VARIO GT 24 being loaded ontoa ship in the Port of Hamburg.
Complicated bridge abutmentwith VARIO GT 24.
VARIO wall formwork allows walls up to18 m high to be shuttered with one unit.
VARIO in industrial construction
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The GT 24 in wall formwork
The GT 24 is also the maincomponent of the RUNDFLEXand GRV circular formworksystems.RUNDFLEX is used to constructsewage plants, spiral ramps forcar parks, silos etc with a widevariety of curvatures.
A closed ring of PERI GRV form-work allows circular structuresto be built without ties.
Complete circular tank shuttered with GRVand GT 24 girders, without using any ties.
PERI GRV and GT 24 girders usedfor tapered column formwork.
Sewage works shutteredwith RUNDFLEX.
RUNDFLEX being usedto construct a leisurepool with varying radii.
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VARIO GT 24 columnformworkPERI VARIO column form-work can be used to produceany cross-section(circular, rectangular or irregular)and any height.
21.00 m high columns withVARIO column formwork.
The waling arrangement is flexible tosuit the fresh concrete pressure.
Square columns withVARIO column formwork.
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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, 21 mm
a = 0,50 m
c = 1,20 m
b = 2,70 m
F= 27,2 kN
MULTIFLEX
GT 24 / VT 20Deckenstärke d [m]
Belastung q [kN/m2]
Zulässiger Jochträgerabstand b [m]
Vorhandene Stützenlast F [kN]
Querträgerabstand a [m]
Stützenabstand c [m]
Belastung:Nach DIN 4421
Durchbiegung: Beschränkt auf l/500
Berechnungsgrundlage ist eine Dreischichtplatte
21 mm mit E=7500 N/mm2 (durchfeuchtet) und
zulässiger σB=6,5 N/mm2 (durchfeuchtet).
Ausgabe 2002
Beispiel :
Vorhandene Deckenstärke
Gewählte Schalhaut 3-S-Platte
Gewählter Querträgerabstand
Gewählter Stützenabstand
Zulässiger Jochträgerabstand
Vorhandene Stützenlast
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 = 0,50 m
c = 0,90 m
b = 2,70 m
F= 20,4 kN
MULTIFLEX
VT 20 / VT 20
Deckenstärke d [m]
Belastung q [kN/m2]
Zulässiger Jochträgerabstand b [m]
Vorhandene Stützenlast F [kN]
Querträgerabstand a [m]
Stützenabstand c [m]
Belastung: Nach DIN 4421
Durchbiegung: Beschränkt auf l/500
Berechnungsgrundlage ist eine Dreischichtplatte
21 mm mit E=7500 N/mm2 (durchfeuchtet) und
zulässiger σB=6,5 N/mm2 (durchfeuchtet).
Ausgabe 2002
Beispiel :
Vorhandene Deckenstärke
Gewählte Schalhaut 3-S-Platte
Gewählter Querträgerabstand
Gewählter Stützenabstand
Zulässiger Jochträgerabstand
Vorhandene Stützenlast
a
b
c
0,60
0,90
1,20
1,50
1,80
2,10
2,40
d = 0,25 m3-S, 21 mma = 0,625 mc = 1,20 mb = 2,80 mF= 28,0 kN
MULTIFLEXGT 24 / GT 24
Deckenstärke d [m]Belastung q [kN/m2]Zulässiger Jochträgerabstand b [m]Vorhandene Stützenlast F [kN]Querträgerabstand a [m]
Stützenabstand c [m]
Belastung: Nach DIN 4421Durchbiegung: Beschränkt auf l/500Jochunterstützung: Im Trägerknoten
Berechnungsgrundlage ist eine Dreischichtplatte21 mm mit E=7500 N/mm2 (durchfeuchtet) undzulässiger σB=6,5 N/mm2 (durchfeuchtet).Ausgabe 2002
Beispiel :
Vorhandene DeckenstärkeGewählte Schalhaut 3-S-PlatteGewählter QuerträgerabstandGewählter StützenabstandZulässiger JochträgerabstandVorhandene Stützenlast
The GT 24 in slab formwork
PERI MULTIFLEX GT 24, thegirder formwork for anylayout and height.
The universal, rigid anddurable GT 24 lattice girdercopes with large spans to reducethe number of formwork compo-nents that have to be erected andstruck.
Using the MULTIPROP drasticallyreduces the number of props andincreases the cost effectivenessof the system. Particularly incombination with the GT 24 withits high shear strength.
PERI MULTIFLEX tableslide-rules simplifyplanning.
With the GT 24 from PERI youneed up to 20% fewer girders,and fewer props, and fewer …
The GT 24 allows a main girder spacingof 2.80m with props at 90 cm centressupporting slabs up to 35 cm deep.
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a a a
b
b
a
cc
c
Slab thick-ness [m]
Loading q*[kN/m2]
Secondarybeam spacing
a [m]
0.60
0.90
1.20
1.50
1.80
2.10
2.40
Main beam spacin
g
Prop spacing
Secondary beam spacing
Beam length Item no.
0.90m 0751001.20m 0751201.50m 0751501.80m 0751802.10m 0752102.40m 0752402.70m 0752703.00m 0753003.30m 0753303.60m 0753603.90m 0753904.20m 0754204.50m 0754504.80m 0754805.10m 0755105.40m 0755405.70m 0755706.00m 075600
* Loading to DIN 4421:
Formwork load g = 0.40 kN/m2
Concrete load b = 26 kN/m3 x d (m)Live load p = 0.20 x b
1.5 ≤ p ≤ 5.0 kN/m2
Total load q = g + b + p
The deflection has been limited to l/500.Main girder support at node inter-sections.Secondary girders assumed single span.
Table values mean the following:
2.87 Perm. main beam spacing b [m]
28.0 Existing prop load [kN]
MULTIFLEXGT 24 Girders as slab beams
Per
m. sp
an f
or
mai
n g
ird
erP
rop
sp
acin
g c
[m
]
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PD 8 tableforms with GT 24
The GT 24 girder intableforms
PERI UNIPORTAL the quick andflexible tableform
Extract from PERI’sbook of tables
MULTIFLEX GT 24 andMULTIPROP 350 are anideal match.
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The GT 24 in custom formwork
The GT 24 is also the rightgirder for custom solutions.
Its higher load capacity thanformwork girders, and overallheight of only 200 mm, mean youneed fewer components andsupport.
This saves labour costs everytime you use it on any site.
Tunnel forms with extra long (9m)GT 24 girders.
Arched bridge with panels preassembledfrom GT 24 and GRV walers.
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R =
10,
00m
Pier capital formwork for anurban motorway in Korea.
The GT 24 being used to construct the boxgirder formwork for a bridge superstructure.
R =
10.
00m
9181214
15101806
21022398
26942990
32863582
38784174
44704766
50625358
56545950
311
2694
55
80
1
30
296 296
311
296163
240
120
6060
80
28
GT 24 Girder
Weight kg Item no.
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GT 24 GirderGerman ApprovalCertificate No. Z-9.1-157Perm. Shear Force QD = 14.0kN* * QD = Permiss. shear force on compression strutsPerm. Shear Force QZ = 13.0kN** **QZ = Permiss. shear force on tension strutsPerm. Bending Moment M = 7.0kNmMoment of Inertia ly = 8000cm4
Nominal Lengths0.60m RF 4,45 075090
0.90m 5,30 0751001.20m 7,10 075120
To simplify handling the most 1.50m 8,90 075150 common GT 24 Girders are 1.80m 10,60 075180 colour coded for length. 2.10m 12,40 075210
2.40m 14,20 075240 brown 2.70m 15,90 075270 grey 3.00m 17,70 075300 blue 3.30m 19,50 075330 red 3.60m 21,20 075360 green 3.90m 23,00 075390
4.20m 24,80 0754204.50m 26,60 0754504.80m 28,30 0754805.10m 30,10 0755105.40m 31,90 0755405.70m 33,60 0755706.00m 35,40 075600
GT 24 Special Lengths 5,90/m 0750006.00-17.80m
Girder Joint 070700
GT 24 Girder 270 Fixpos 15,90 075290Complete with:Postitioning nibs, item no. 105485 andTSS Torx 8x78, galv. item no. 103443(each 1x).
End Protection Cap GT 24, galv. 0,06 070750For protecting timber chord of girderagainst being sawn off accidentally.
Girder joint
Girder end296 = standard joint spacing
200
24502650
29003300
36003900
45004900
5900
80
27
4040
120
21501450
24502900
33003600
39004900
5900
80
27
4040
80160
140 14050
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VT 20K, VT 16K GirderWeight kg Item no.
VT 20K GirderWith steel end caps.German ApprovalCertificate No. Z-9.1-216
perm. Q = 11.0kNperm. M = 5.0kNm ly = 4290cm4
Nominal lengths1.45m 8,56 0749902.15m 12,70 0749052.45m 14,46 0749102.65m 15,64 0748902.90m 17,11 0749203.30m 19,47 0749303.60m 21,24 0749403.90m 23,01 0749504.50m 26,55 0749604.90m 28,91 0749705.90m 34,81 074980
VT 20 Special Lengths 5,70/m 0748705.90-18.00m
Cutting Cost VT Girder 074900
VT 16K GirderGerman ApprovalCertificate No. Z-9.1-216
Perm. Shear Force Q = 8.5kNPerm. Bending Moment M = 3.5kNmMoment of Inertia ly = 2420cm4
Nominal Lengths2.45m 11,27 0746102.90m 13,34 0746203.30m 15,18 0746303.60m 16,56 0746403.90m 17,94 0746504.90m 22,54 0746605.90m 27,14 074670
Cutting Cost VT Girder 074900
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Further Systems
ELPOS, Software forformwork planning
PlywoodSite equipmentBrace framesFormwork accessoriesCustom forms
The PERI Delivery Program
Climbing Formwork
KG and CBClimbing systems
ACSSelf climbing formwork
SKS and SSCSingle sided climbingformwork
Shoring SystemsST 100Stacking tower
HD 200Heavy duty prop
PERI MULTIPROPThe Alu prop
PERI PEP PropPEP = PERI EURO-PROP
Girder Wall Formwork
VARIO GT 24Wall, column formwork
RUNDFLEX and GRVCircular formwork
FTFFacade formwork
Panel FormworkTRIO, TRIO-L, TRIO 330Versatile panel systemHOUSINGREPLIABLEDOMINOLight weight panel systemHANDSETThe "one man" panel system
Alu-Slab Formwork
PERI SKYDECKAlu slab formwork system
Platform Systems
Folding Platform FB 180Universal working andprotective scaffold toDIN 4420
ASG 160The light platform systemfor building trades
Girder Slab Formwork
MULTIFLEXGirder slab formwork
UNIPORTAL /Table ModulesTable form
PD 81 system for 3 applications
Column FormworkRAPIDAlu column formwork
TRIOColumn formwork
QUATTROThe fast column formwork
PERI SRSCircular column formwork
PERI GmbHP.O. Box 12 6489259 WeissenhornTel.: 0 73 09 / 9 50-0Fax: 0 73 09 / 9 51 [email protected]
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