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TRM
72
60
TRM
72
60
TGE
TGE
72
60
TE
90
TE
TE
TRM
72
TRM
72
TRM
72
TRM
72
30 30
TAR
85
240
240
TRM 72
TRM 72
TAR 85TRM 72 TGE
30 TGE
TRM
72
TAR
85
TAR 85TRM 72
60 TGE
TGE
TAR 85TRM
72
60
30
60
60
TE
TRM
72
TRM
72
TAR
85
72
60 72
60
72
60
9.
4.
2.
5.
7.
6.
3.
TRIO Kombigehänge-2Art.-Nr. 044760
Ausgabe 05/2007
Bedienungsanleitung
TRIO Versetzhaken 1,5tArt.-Nr. 023690
Ausgabe 05/2007
Bedienungsanleitung
PERI Paletten und Stapelrungen
Bedienungsanleitung
Ausgabe 05/2007
60
72TETAR 85
TAR
85
60
72
TE
350
(360)
WDA 5 (6) 2 WDA 5
60
72
TE
60
72
TE
60
72
TE
TAR 85
60
TRM
72
TAR 85
TAR
85
TAR 8560
TETE
TRM
72
TAR
85
�
�
�
�
�
TE
30
30
90
TE
TE
WDA 5
WDA 5 (6)
90
TE
TE
90
TE
TE
TRM 72
TRM 72
240
240
WDA 5 (6)
TRM
72
TRM
72 240
240
AnkerschraubeMulti-Monti MMS 20x130Art. Nr.: 103606
Zur Befestigung vonRichtstützen, Abspannungen beiSKYDECK Bühnen oderauskragenden Deckentischenist die Multi-Monti Schraubeeine ideale Alternative zu bishereingesetztenBefestigungssystemen.
Die Vorteile im Überblick– mehrfach wiederverwendbar– einfache Durchsteckmontage– enorme Zeit- und Kostenersparnis– keine Sprengwirkung des Dübels– geprüfte Sicherheit auch in
niederfestem, nicht ausge-
härtetem Beton.
Technische Daten
PERI GmbHPostfach 12 6489259 WeißenhornTel.: 0 73 09 / 9 50 - 0Fax: 0 73 09 / 9 50 - 176www.peri.de
Ankerlänge L [mm] 130
Klemmstärke tfix
[mm] 10-15
Verankerungstiefe hnom
[mm] 115
Bohrtiefe hO
[mm] 140
Bohrer ø (Hammerbohrer DIN 8035) dO
[mm] 18
Max. Anzugsdrehmoment MDmax
[Nm] 150
Schlüsselweite SW [mm] 30
Abstand a [mm] 360
Randabstand ar
[mm] 180
Mindestbauteildicke d [mm] 240
Durchgangsloch im zu
befestigenden Teil db [mm] 21
Bruchlastmittein 2 Tage altem ungerissenem Betonbei erreichter Festigkeitw 10 N/mm2
empfohlene Last in B10ungerissenem Beton oder ungeris-sener Beton bei erreichter Festigkeitw 10 N/mm2
Sicherheitsbeiwert s = 4
empfohlene Last in B25ungerissener Beton
Sicherheitsbeiwert s = 4
Fmax [kN]
empf. FQ [kN]empf. FZ [kN]
empf. FQ [kN]empf. FZ [kN]
16,416,4
10,410,4
41,7
a ra
a
aa
ar
hnom
tfix
SW 30
WDA 5 (6)
72
72
TAR
85
90
TE
TE
WD
A 1
0
Permissible fresh concrete pressure forthe TRIO 330. Elements certifiedaccording to guidelines issued by theGüteschutzverband Betonschalungen(Quality Protection Association forConcrete Formwork), GSV.
82.5 kN/m2 triangular load, DIN 18202,Table 3, Line 7, with 2 ties.
Test reportavailable onrequest.
Without exception, valid safety regulations must be observedin those countries where our products are used.
Tips for trouble-free usage
• Check correct orientation of tie holes when installingTRIO 330 elements. (See Ties-below)
• 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.
Push-Pull Props and Kicker Braces
* If necessary, the distance from the top of the formwork must beadapted to the system.
For the given widths of influence, a maximum force of 11.3 kN istransferred into the building at the foot of the push-pull prop.
Wind loads: h < 8m = 0.5 kN/m2
8m< h < 20m = 0.8 kN/m2
dist. of base plate fromrear edge of formwork
*top connection pointfrom top of formwork
Actual kicker load FAV [kN]at maximum prop spacing
Max. width of influence [m]
x =
y =
Formwork height h [m]Fig. 2Fig. 1
Table for PERI push-pull props and kicker braces
Actual prop load FRS [kN]at maximum prop spacing
Edition 06/2007
7. Stopend FormworkUsing the TRIO MT/MTF stopend panel with continuousreinforcement, with or without water bars.
MT centre part without water bar.MTF centre part with water bar.
2. Length AdjustmentQuick and easy solution up to 100 mm.With timber, or timber and formliningplus BFD alignment coupler.
4. Oblique AnglesTRIO articulated corner TGE for anglesof 75° and more – for internal andexternal corners alike.
5. Wall OffsetsUp to max. 200 mm
3. Corners
Internal formwork:with TRIO Corner TE
Connection:3 BFD alignment couplers for h = 3.30 m
6. T-junctions
Basic rules for T-junctions:Wall thicknesses 180-400 mm
External formwork: with panel TR 90Internal formwork: with TRIO Corner TE
Adapting to wall thicknesses usingTRIO wall thickness compensationWDA 5, WDA 6 or timber infills
9. Shafts
The TRIO shaft elementallows complete shaftformwork units to be movedas one unit.A 25 mm all-roundclearance for striking iscreated when the formworkpanels are pulled.
Shaft Element TSE 330,Item no. 105525Shaft Element TSE 270,Item no. 105523Shaft Element TSE 120,Item no. 1055244 pieces per shaft.
When striking,lever crowbarupwards.
For rectangularshafts, shortenthe chains on thelongitudinal sidesto ensure that allTRIO shaftelements areevenly loaded.
Transport and StorageLifting Gear Combi-2 TRIOPerm. load of 2.9 t with 45° lifting gear angle.The pins are used to move stacks of panels located on the ground.TRIO lifting hooks or TRIO stacking devices are attached to theload hook.
Follow Instructions for Use!
Stacking Device TRIO, galv.Perm. load of 500 kg/pieceFor safe stacking of 5 TRIO panelsof any size.
Follow Instructions for Use!
Extension UnitsFormwork 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!
Push-pull props and kicker braces foraligning the formwork as well astransferring wind loadsare to be arranged as shown in thedrawings and table below. The firstelement must always have 2 push-pullprops attached.
Lifting Gear Combi-2 TRIOItem no. 044760
8. Wall Connections
2. With WDA or timber
3. With TRM 72
3. With TR 301. With 330x240 2. With TRM 72
Handrail Post Holder TRIOItem no. 101592
60 – 360 mmmax. 100 mm
200
(180
)
250
(240
)
350
(360
)
400
1. Standard Panel Connections
Filler timber
Filler timber
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
F1
F2
x1
x2
y1
y2
c c
135°
75°
Height
Width
TR
270
m2
Item no.Weight
m2
Item no.Weight
m2
Item no.Weight
TR
120
TR
60
240 120 90 60 30 TE72 TRM 72 TGE
6.48022570329.00 kg
3.24022510159.00 kg
1.4402260067.90 kg
2.43022520112.00 kg
1.0802261052.80 kg
0.5402279031.40 kg
1.6202255080.30 kg
0.7202264039.50 kg
0.3602281024.20 kg
0.8102256052.90 kg
0.3602265024.90 kg
0.1802282014.60 kg
1.9402253089.20 kg
0.8602262043.50 kg
0,4302280026.30 kg
1.6202258068.80 kg
0.7202266032.80 kg
0.3602284018.00 kg
1.9402254093.80 kg
0.8602263051.90 kg
Multi-purposepanel withcontinuous tiehole strip
Articulatedcorner from 75°to 285° forinternal andexternal corners
1.6202320094.80 kg
0.7203230043.60 kg
Internal cornerwith 30 cm leglength
0.7202264039.50 kg
Other push-pull props, according to thetable, are attached to the panels bymeans of TRIO brace connectors and tothe slab using appropriate base platesand PERI anchor bolts MMS 20x130.
The concrete cover c is 25 mm or 50 mm.
Tie hole positionsCompensation Waler TAR 85BFD Alignment Coupler
For assembly ofbase plates.
PERI anchor boltMMS 20x130Item no. 103606
External formwork:with multi-panel TRM 72 andarticulated corners
External element connection:2 compensation walers TAR 85,8 BFD couplers
Internal formwork:with TR 60 or TR 30 panels and articulatedcorners
Internal element connection:5 BFD couplers
Economical solution.With filler plates from 60 – 360 mm.Filler Plate LA 330, Item No. 054384.
Optimal visible surface solution.With formlining and filler supportTPP, Alu 330, Item No. 101829.
External formwork:with TR 72 panels, or TRM 72 and TR 60
Connection:7 BFD alignment couplers for h = 3.30 m
4. With WDA or timber infills
WDA 5/6
1. With 330x240
Filler timber
Filler timber
Filler timber
BFD alignment couplerFiller plate LA
Only one component is required for all connectionsThe TRIO BFD alignment coupler ensuresthat all panel joints are: flush aligned tight in only one step!
Handrail Post HSGPItem no. 034580
TR
330
m2
Item no.Weight
7.92054304398.00 kg
3.96054314192.00 kg
2.97054324135.00 kg
1.9805435497.40 kg
0.9905436464.90 kg
2.38054334107.00 kg
1.9805437486.10 kg
2.38054344122.00 kg
1.98054414121.00 kg
Max. 2.10 m or
width of influence 1.3
5 m
TAR 85
max. 360 mm
Filler support TPPFormliningTAR 85
> 3
.00
m
Max. 5 TRIO panels 330 x 240 canbe transported with the lifting gearcombi-2.Secure stack of panels by means oftie rods to prevent panels movingduring lifting.
Sto
pend
pan
el12
0S
tope
nd p
anel
270
30
30
Basic rules for cornersWall thicknesses 180-400 mm
Adapting to wall thicknesses usingTRIO wall thickness compensationWDA 5, WDA 6 or timber infills
Basic rule:TRIO 330 panels have an asymmetricaltie arrangement. When placing theelements, the tie hole � must be inthe upper position. Wrong applicationresults in more ties being used than isnecessary.
ExtensionsAlignment couplers and all-round strutsensure that extensions using TRIO areeasier.
Extension up to max. 8.10 m high canbe assembled as one unit.
Two TAR 85 compensation walers andtwo BFD alignment couplers are requiredfor extension heights up to 8.10 m perelement joint.
Compensation Waler TAR 85Item no. 023550
Extremely cost-effective 3.30 m high panel formwork
For standard element joints On external corners For timber extensionsFor filler timbers up to 100 mm
2.88022514163.00 kg
Ties
GSVgeprüft
durch neutrales Prüfinstitut
GüteschutzverbandBetonschalungen
Instructions for UseLifting Gear Combi-2 TRIO
Stacking Device TRIOItem no. 023390
Lifting Hook TRIOItem no. 023690
Instructions for UseLifting Hook TRIO
Instructions for UsePallets and Stacking Devices
h
y
x
FAV
FR
S
0.5
kN/m
2
60°
Fig. 1
h
y
x
FAV
FR
S
60°
h
y1
y2
x2
x1
60°
FR
S 1F
RS
2
FAV
0.5
kN/m
20.
8 kN
/m2
60°
Fig. 2
h
Working Platforms
Planking and Guardrailsfor working platforms are to be fittedaccording 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
Concreting Platform 120 x 270Item no. 022950
A single platform unit is only 32 cm highwhen folded. Each additional unit addsonly 17 cm in height. 13 concretingplatforms (35 m) stacked on top of eachother is equal to the loading height ofa truck.
1466
320
170
Timber infills
Up to max. 860 mm
Stopend tie
max
.
860
mm
Timber
Hook tieDW 15/400
Additional BFD for120 mm offsets upwards
Lower TAR 85 to befixed from below
Filler timber
max
.
200
mm
Filler timber
Stopend tie
Ties � �up to 3.30 mconcreting heights
Ties � � �for extended formwork
Ext
ensi
on57
.51.
075
m3.30
m
1.07
5 m
57.5
1.55
m1.
175
m
3.30
m
57.5
Height
Width 330 240 120 90 72 60 30 TE TGE TGE TE
Internal Internal External External
42
03
90
36
02
40
- 3
30
Extensions with120 x 240 panels
480
510
600
540
660
45
0
For heights of 5.40 m, we recommend using 2 x 2.70 m
Using 2.70 m panels reduces the number of ties at the bottom.
570
Concrete scaffolding with guardrailsEnd Handrail Frame 55Item no. 065066
Example: h = 6.60 m Example: h = 7.80 m
WDA 5 (6)2 WDA 5 (6)
200
(180)
250
(240)
x400
WDA 5/6
AT MT ATc c
AT MTF AT
min
.20
0 m
m
TRIO 330
D e
06/
2007
3m
a A
rt. N
r.: 7
9185
3 ©
Cop
yrig
ht b
y P
ER
I Gm
bH
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 ScaffoldingEngineeringP.O. Box 126489259 WeissenhornGermanyTel +49 (0)7309 9 50- 0Fax +49 (0)7309 9 51- [email protected]
PERI Product Range
TRIO 330Panel Formwork
Poster
Edition 06/2007
D e
06/
2007
3m
a A
rt. N
r.: 7
9185
3 ©
Cop
yrig
ht b
y P
ER
I Gm
bH
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 ScaffoldingEngineeringP.O. Box 126489259 WeissenhornGermanyTel +49 (0)7309 9 50- 0Fax +49 (0)7309 9 51- [email protected]
PERI Product Range
TRIO 330Panel Formwork
Poster
Edition 06/2007