TRM 72
TRM 72
270x240
270x240
05
1015202530354045505560657075
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
120°
33 30
30 30
ø 24
TRM
72
60
TRM
72
60
TGE
TGE
72
60
TE
60
60
TE
TE
TRM
72
TRM
72
90
TE
TE
TRM
72
TRM
72
TRM
72
TRM
72
30 30TA
R 8
5
TAR
85
270x
240
270x
240
TRS 90
TRS 90TRS
90
TRS
90
240 TE
120
120
240
240
240
60
TRM
72
TAR 85
TAR
85
TAR 8560
TE
TAR 85
60
75°
270
x 24
0
270
x 24
0
TRM 72
60
TGE
TGE
60
TAR 85
TRM 72
TAR 85
TAR 85TRM 72 TGE
30 TGE
TRM
72
TAR
85
TRM 72
60
TAR 85
TAR 85
TRM 72
TGE
TAR 85TRM 72
60
TAR 85TRM 72
TAR 85TRM 72
60 TGE
TGE
TAR 85TRM
72
60
TAR
85
TRM
72
TE
60
72
TE
TETE
6060
TAR 85
TE
60
72
30
30
9.
4.
2.
3.
5.
7.
6.
72
60
TE
60
72
TE
7272
90
TE
TE
90
TE
TE
90
TE
TE
90
TE
TE
90
TE
TE
120
TE
TE
TRM
72
TRM
72
Betriebsanleitung
TRIO Versetzhaken 1,5tArt.-Nr. 023690
TRIO Kombigehänge-2Art.-Nr. 044760
Betriebsanleitung
Paletten undStapelrungen
Betriebsanleitung
GSVPERI TRIORahmenschalung
Prüfbericht Ausgabe 10/95
GSVgeprüft
durch neutrales Prüfinstitut
GüteschutzverbandBetonschalungen
Push-Pull Props and Kicker Braces
The panel formwork with the BFD coupler system
*If necessary, the distance from top of formwork must beadapted to the system.
A maximum force of 11.3 kN is to be led into the building atthe foot of the push-pull-prop for the given width of influence.
Wind loads: h < 8 m = 0.5 kN/m2
8 m < h < 20 m = 0.8 kN/m2
Formwork height h [m]Fig. 2Fig. 1
Table for PERI Push-Pull Props and Kicker Braces
Edition 02/2008
Since production began, TRIO has always fulfilled thehighest requirements regarding the formwork evenness.
2.70 m steel elements have been certified accordingto GSV guidelines (German Formwork Association).
81 kN/m2 uniform area load, DIN 18202, Table 3, Line 6.67.5 kN/m2 triangular load, DIN 18202, Table 3, Line 7.
Permissible fresh concrete pressure for aluminium elements60 kN/m2 uniform area load, DIN 18202, Table 3, Line 7.60 kN/m2 h = 2.70 m, DIN 18202, Table 3, Line 6.
For standard element joints On external corners For timber extensionsWith filler timber up to 100 mm
7. Bulkhead FormworkUsing the TRIO MT/MTF stopend panel with continuousreinforcement, with or without water bars.
MT centre part,without water bar
MT centre part,with water bar
2. Length AdjustmentSimple and fast solution.With timber, or timber and formlining,and BFD alignment coupler up to 100 mm.
4. Oblique AnglesTRIO articulated corner TGE – for internaland external corners alike.
5. Wall OffsetsUp to max. 200 mm
Stopend tie
max
.
86 c
m
min
.
20 c
m
Timber
Hook tieDW 15/400
Additional BFD for120 mm offsets upwards
Lower TAR 85 to befixed from below
Filler timber
max
.
200
3. CornersBasic rules for cornersWall thicknesses 180 – 400 mm
Adaptation to wall thickness usingwall thickness compensation WDA 5,WDA 6 or timber infills
Internal formwork:With TRIO Corner TE
Connection:2 BFD alignment couplers for h = 2.70 m
6. T-junctionsBasic rules for T-JunctionsWall thicknesses 180 – 400 mm and 600 mm
External formwork: with panel TR 90Internal formwork: with TRIO Corner TE
Adapting to wall thicknesses using wall thicknesscompensation WDA 5, WDA 6 or timber infills.
Up to max. 860 mm
Working Platforms
Planking and GuardrailsWorking platforms are to be assembledaccording to current valid guidelines.Maximum spacing of the scaffoldbrackets = 1.35 m with a permissibleload of 150 kg/m2.
Scaffold BracketTRG 80 Item no. 023670TRG 120 Item no. 023680
9. Shafts
The TRIO TSE shaft element allowscomplete shaft formwork units to bemoved as one unit.
Shaft Panel TSE 270,Item no. 105523
TRIO shaft panel TSE in a raisedposition.
When striking, lever crowbarupwards.
For rectangular shafts, shortenthe chains on the longitudinalsides – this ensures that all shaftelements are evenly loaded.
Concreting Platform 120 x 270Item no. 022950
A single platform unit is only 320 mmhigh when folded. Each additional unitadds only 170 mm in height. 13 concretingplatforms (35 m) stacked on top of eachother is equal to the loading height of atruck.
1466
320
170
Transport and StorageLifting Gear Combi-2 TRIOPerm. load 2.9 t with 45° angle of spread of the lifting gear.The pins are used to move stacks of panels located on the ground.TRIO lifting hooks or TRIO stacking devices are attached to the loadhook.
Follow instructions for Use!
Stacking Device TRIO, galv.Perm. load 500 kg/piece.For safe stacking of 5 TRIO panelsof any size.
Follow instructions for Use!
ExtensionsAlignment couplers and all-round strutsensure that extensions with TRIO aresimple and easy.
Extensions up to max. 8.10 m high(3 panels at 2.70 m) can be assembledas one unit.
Four BFD couplers are requiredfor 2.40 m or 2.70 m wide panelsfor extensions up to 5.40 m.
Two TAR 85 compensation walers andtwo BFD alignment couplers are requiredfor extensions up to 8.10 m.
Compensation Waler TAR 85Item no. 023550
Extension Units (Steel)Formwork should be assembledto its full height on the ground!
TRIO Panels
Lifting Hook TRIOMaximum load capacity of 1.5 t,max. lifting gear angle of 30°.Always use in pairs!
Follow instructions for Use!
Instructions for UseLifting Gear Combi-2 TRIO
Push-pull props and kickers to bracethe formwork and bearing the windloadare to be arranged as shown on theadjacent diagram and table.The first panel must always be braced with2 push-pull props and subsequent panels
Stacking Device TRIOItem no. 023390
Lifting Gear Combi-2 TRIOItem no. 044760
Lifting Hook TRIOItem no. 023690
8. Wall Connections
2. With WDA or timber
3. With TRM 72
3. With TR 301. With 270x240 2. With TRM 72
Handrail Post Holder TRIOItem no. 101592
> 3
.00
m
2 WDA 5 (6)
Timber supplied bycontractors for specialwall thicknesses
x
WDA 5 (6)
max. 3606 – 300max. 100
TAR
85
TAR 85
TAR
85
Variable filler timber
200
(180
)
250
(240
)
300
350
(360
)
400
WDA 5 (6)
1. Standard Panel Connections
2.70
m
2 BFD alignment couplerItem no. 023500for 2.70 m panel heights.
60
Filler timber
Filler timber
Filler timber
Filler timber
Corner construction:600 mm wall thicknessPerm. fresh concrete pressure 60 kN/m2.
Corner construction:80 cm wall thicknessPerm. fresh concrete pressure 60 kN/m2.
LL
L
L
Important:Along the length L of 2.25 m, 3BFD alignment couplers arerequired per element joint.
240
240
TE
90
90TR
M 7
224
0
240
60
800
600
600
800
1.93
9.49.5
2.6
4.32.61.54.5
1.67
11.38.5
2.3
4.72.61.85.5
1.49
11.39.3
2.1
5.32.81.86.2
1.35
11.310.1
1.9
5.93.01.86.9
3.53
9.7
2.1
1.2
1.0
2.73
9.7
2.3
1.6
1.2
2.19
9.8
2.2
2.0
1.5
1.82
9.8
2.2
2.4
1.8
1.58
9.8
2.3
2.9
2.0
1.42
9.6
2.6
3.5
2.0
4.0 5.0 7.0 8.06.0 9.0 10.0 11.0 12.03.0
FRS1
FRS2
x1
x2
y1
y2
165°
150°
135°
75°
Heig
ht
Wid
th
270 240 120 90 72 60 30 TE TGE TGE TE
240 /
270
Internal Internal External External
30
0330
or T
RIO
330
360
390
450
480
540
Height
Width
m2
Item no.Weight
m2
Item no.Weight
m2
Item no.Weight
m2
Item no.Weight
m2
Item no.Weight
6.48022570329.00 kg
3.24022510162.00 kg
1.4402260076.30 kg
1.0802390033.30 kg
2.43022520115.00 kg
1.0802261058.20 kg
0.5402279034.70 kg
2.4302385070.60 kg
1.6202255087.70 kg
0.7202264043.40
0.3602281025.90 kg
1.6202387049.60 kg
0.5402395018.00 kg
0.8102256060.60 kg
0.3602265028.40 kg
0.1802282015.70 kg
0.8102388031.70 kg
0.2702396010.80 kg
1.9402253097.60 kg
0.8602262048.60 kg
0.4302280029.10 kg
1.6202258069.80 kg
0.7202266033.20 kg
0.3602284018.00 kg
1.6202389142.10 kg
0.5402397115.20 kg
TAE TAM 72
1.94022540103.00 kg
0.8602263056.20 kg
1.9402386060.90 kg
0.6502398023.70 kg
Multi-purposepanel withcontinuoustie hole strip
Hinged cornerfrom 75°-285°for inner andouter corners
1.6202320094.80 kg
0.7203230043.60 kg
Inner cornerwith 30 cmleg length
0.7202264043.40 kg
according to the table. They areconnected to the panel with the TRIOBrace Connctor and to the slab with theappropriate base plate and the PERIanchor bolt MMS 20x130 .
Shaft Panel TSE 120,Item no. 105524
The concrete cover c is25 mm or 50 mm.
Instructions for UseLifting Hook TRIO
FoundationsIndividual foundations withTRIO foundation strapItem no. 023800
Strip foundations withFoundation Tie Clamp Item no. 023010Perforated Foundation Tie Item no. 023020Top Tie Bracket-2 AH Item no. 023630
Stopend tie
Scaffold Bracket TRG 100/112Item no. 023590
600
Important:Along the length L of 3.00 m,3 BFD alignment couplers arerequired per element joint.
Universal Waler 245Item no. 023920
Waler StopItem no. 023930
Tie RodCylinder YokeItem no. 022030
Compensation WalerTAR 85Item no. 023550
Tie hole positionsUnused tie holesCompensation waler TAR 85BFD alignment coupler
For assembly ofbase plates.
PERI anchor boltMMS 20x130Item no. 103606
TRIO ColumnWith elements for walls and columns
Can be used as column panels for cross-sections of up to 750 x 750 mm.Used in the wall as “standard” 900 mmformwork panel.
Permissible fresh concrete pressure100 kN/m2.
External formwork:with multi-panel TRM 72 and articulatedcorners
External element connection:2 compensation walers TAR 85, 6 BFDcouplers
Internal formwork:with TR 60 or TR 30 panels and articulatedcorners
Internal element connection:4 BFD couplers
Tie details
ArticulatedCorner TGE 270Item no. 023200
Articulated CornerTGE 120Item no. 023300
Cost-effective solution.With filler plates from 60 – 360 mm.LA 270, Item no. 023170LA 120, Item no. 023270
Optimal visible surface solution.With formlining and filler support.TPP, Alu 270, Item no. 101813TPP, Alu 120, Item no. 101823
max. 2.10 m or
width of influence 1.3
5 m
Test report availableon request.
External formwork:With TR 72 panels or TRM 72 and TR 60
Connection:5 BFD alignment couplers for h = 2.70 m
4. With WDA or timber infills
WDA 5/6
1. With 270x240
Filler timber
Filler timber
Filler timber
BFD alignmentcoupler
Filler plate LA Filler support TPPFormlining
Only one component is required for all connectionsThe TRIO BFD alignment coupler ensuresthat all panel joints are: flush
alignedtightin only one step!
Foundation strap
Top tie bracket-2 AH
Foundationtie clamp
Perforatedfoundation tie
HandrailPost HSGPItem no. 034580
Accessories:Handrail PostHSGPItem no. 034580
TGE
TGE
TGE
60
30
max.750x750
Ready-to-use 5.40 m high TRIO columnformwork with concreting platform,access ladder and push-pull props.
For square or rectangular columnsup to 750 x 750 mm.
h
y y
x
x
60°
FR
S 1
FR
S 2
FAV
0,5
kN/m
2
0,5
kN/m
20,
8 kN
/m2
60°60°
Fig. 1
Fig. 2
h
h
y
x
FAV
FRS
60°
0,5
kN/m
2
Stop rail
Without exception, current safety regulations must be observedin those countries where our products are used.
Tips for trouble-free progress
• Spray formwork on all sides with PERI BIO Cleanbefore every use.
• Spray back of formwork with water immediatelyafter concreting to reduce the cleaning work.
• Always start at a corner or difficult area.Pay attention to the wall thickness. See corners.
• Only use the required number of ties. Unused tie holesmust be sealed with plugs ø 20/24, item no 030300.
• More information can be found in the TRIO AssemblyInstructions.
Actual kicker load FAV [kN]at maximum spacing
Allowable prop spacing [m](max. width of influence)
Actual prop load FRS [kN]at maximum spacing
*Top connection point [m]from top of formworky =
Distance of base plate [m]from rear face of formworkx =
240 120 90 60 30 TE72 TRM 72 TGE
2.88022514163.00 kg
TR
27
0T
R 1
20
TR
60
TR
A 2
70
TR
A 9
0
300200
(180)
250
(240)
350
(360)
400
WD
A 1
0
Instructions for UsePallets and Stacking Devices
WDA 5/6
WDA 5 (6)WDA 5 (6)
WDA 5
AT MT AT AT MTF ATc cc c
h
y
x
FAV
FRS
TAR 85TAR 85
WDA 5 (6) 2 WDA 5
1.00
1.00
TRIOgeprüft
durch neutrales Prüfinstitut
GüteschutzverbandBetonschalungen
D e
02/
2008
10m
a A
rt. N
r.: 7
9090
9 ©
Cop
yrig
ht b
y P
ER
I Gm
bH
TRIOPanel Formwork
Poster
Edition 02/2008
Wall FormworkPanel FormworkGirder FormworkCircular FormworkFacade FormworkBrace Frame
Column FormworkSquareRectangularCircular
Slab FormworkPanel FormworkBeam Grid FormworkGirder FormworkSlab TableBeam Formwork
Shoring SystemsSteel Slab PropsAluminium Slab PropsTower SystemsHeavy-Duty Props
Climbing SystemsClimbing ScaffoldSelf-Climbing SystemClimbing Protection PanelPlatform Systems
Scaffold, Stairways, Working PlatformsFacade ScaffoldWorking PlatformWeather Protection RoofStairway Access
Bridge and Tunnel FormworkCantilevered Parapet CarriageCantilevered Parapet PlatformEngineer´s Construction Kit
ServicesFormwork AssemblyCleaning / RepairsFormwork PlanningSoftwareStaticsSpecial Constructions
Additional SystemsPlywoodFormwork GirdersStopend SystemsPalletsTransportation Containers
PERI GmbHFormwork Scaffolding EngineeringP.O. Box 126489259 WeissenhornGermanyTel +49 (0)73 09.9 50- 0Fax +49 (0)73 09.9 51- [email protected]
PERI Product Range
D e
02/
2008
10m
a A
rt. N
r.: 7
9090
9 ©
Cop
yrig
ht b
y P
ER
I Gm
bH
TRIOPanel Formwork
Poster
Edition 02/2008
Wall FormworkPanel FormworkGirder FormworkCircular FormworkFacade FormworkBrace Frame
Column FormworkSquareRectangularCircular
Slab FormworkPanel FormworkBeam Grid FormworkGirder FormworkSlab TableBeam Formwork
Shoring SystemsSteel Slab PropsAluminium Slab PropsTower SystemsHeavy-Duty Props
Climbing SystemsClimbing ScaffoldSelf-Climbing SystemClimbing Protection PanelPlatform Systems
Scaffold, Stairways, Working PlatformsFacade ScaffoldWorking PlatformWeather Protection RoofStairway Access
Bridge and Tunnel FormworkCantilevered Parapet CarriageCantilevered Parapet PlatformEngineer´s Construction Kit
ServicesFormwork AssemblyCleaning / RepairsFormwork PlanningSoftwareStaticsSpecial Constructions
Additional SystemsPlywoodFormwork GirdersStopend SystemsPalletsTransportation Containers
PERI GmbHFormwork Scaffolding EngineeringP.O. Box 126489259 WeissenhornGermanyTel +49 (0)73 09.9 50- 0Fax +49 (0)73 09.9 51- [email protected]
PERI Product Range
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