TRIO 330 Poster englisch ma - ikb.poznan.plR/SC/PR/DR/W/PERI_Trio_330_poster.pdf · Push-Pull Props...

TRM 72

TAR 85TRM 72 TGE

30 TGE

TAR 85TRM 72

60 TGE

TAR 85TRM

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

72TETAR 85

WDA 5 (6) 2 WDA 5

TAR 85

TAR 8560

WDA 5 (6)

TRM 72

WDA 5 (6)

72 240

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]

16,416,4

10,410,4

WDA 5 (6)

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]

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.

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!

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

1. Standard Panel Connections

Filler timber

9.49.5

4.32.61.54.5

11.38.5

4.72.61.85.5

11.39.3

5.32.81.86.2

11.310.1

5.93.01.86.9

4.0 5.0 7.0 8.06.0 9.0 10.0 11.0 12.03.0

Height

Item no.Weight

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

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

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

TAR 85

max. 360 mm

Filler support TPPFormliningTAR 85

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.

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

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

Fig. 1

Fig. 2

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.

Timber infills

Up to max. 860 mm

Stopend tie

Timber

Hook tieDW 15/400

Additional BFD for120 mm offsets upwards

Lower TAR 85 to befixed from below

Filler timber

Stopend tie

Ties � �up to 3.30 mconcreting heights

Ties � � �for extended formwork

Height

Width 330 240 120 90 72 60 30 TE TGE TGE TE

Internal Internal External External

Extensions with120 x 240 panels

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.

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)

WDA 5/6

AT MT ATc c

AT MTF AT

TRIO 330

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PERI GmbHFormwork ScaffoldingEngineeringP.O. Box 126489259 WeissenhornGermanyTel +49 (0)7309 9 50- 0Fax +49 (0)7309 9 51- 0info@peri.dewww.peri.de

PERI Product Range

TRIO 330Panel Formwork

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