3
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 85 TRM 72 TGE 30 TGE TRM 72 TAR 85 TAR 85 TRM 72 60 TGE TGE TAR 85 TRM 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-2 Art.-Nr. 044760 Ausgabe 05/2007 Bedienungsanleitung TRIO Versetzhaken 1,5t Art.-Nr. 023690 Ausgabe 05/2007 Bedienungsanleitung PERI Paletten und Stapelrungen Bedienungsanleitung Ausgabe 05/2007 60 72 TE TAR 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 85 60 TE TE 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 Ankerschraube Multi-Monti MMS 20x130 Art. Nr.: 103606 Zur Befestigung von Richtstützen, Abspannungen bei SKYDECK Bühnen oder auskragenden Deckentischen ist die Multi-Monti Schraube eine ideale Alternative zu bisher eingesetzten Befestigungssystemen. 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 GmbH Postfach 12 64 89259 Weißenhorn Tel.: 0 73 09 / 9 50 - 0 Fax: 0 73 09 / 9 50 - 176 www.peri.de Ankerlänge L [mm] 130 Klemmstärke t[mm] 10-15 Verankerungstiefe h[mm] 115 Bohrtiefe h[mm] 140 Bohrer ø (Hammerbohrer DIN 8035) d[mm] 18 Max. Anzugsdrehmoment MD[Nm] 150 Schlüsselweite SW [mm] 30 Abstand a [mm] 360 Randabstand a[mm] 180 Mindestbauteildicke d [mm] 240 Durchgangsloch im zu befestigenden Teil d[mm] 21 Bruchlastmitte in 2 Tage altem ungerissenem Beton bei erreichter Festigkeit w 10 N/mmempfohlene Last in B10 ungerissenem Beton oder ungeris- sener Beton bei erreichter Festigkeit w 10 N/mmSicherheitsbeiwert s = 4 empfohlene Last in B25 ungerissener Beton Sicherheitsbeiwert s = 4 F[kN] empf. F[kN] empf. F[kN] empf. F[kN] empf. F[kN] 16,4 16,4 10,4 10,4 41,7 a a a a a a htSW 30 WDA 5 (6) 72 72 TAR 85 90 TE TE WDA 10 Permissible fresh concrete pressure for the TRIO 330. Elements certified according to guidelines issued by the Güteschutzverband Betonschalungen (Quality Protection Association for Concrete Formwork), GSV. 82.5 kN/m 2 triangular load, DIN 18202, Table 3, Line 7, with 2 ties. Test report available on request. Without exception, valid safety regulations must be observed in those countries where our products are used. Tips for trouble-free usage Check correct orientation of tie holes when installing TRIO 330 elements. (See Ties-below) Spray formwork on all sides with PERI BIO Clean before every use. Spray back of formwork with water immediately after 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 holes must be sealed with plugs ø 20/24, item no. 030300. More information can be found in the TRIO assembly instructions. Push-Pull Props and Kicker Braces * If necessary, the distance from the top of the formwork must be adapted to the system. For the given widths of influence, a maximum force of 11.3 kN is transferred into the building at the foot of the push-pull prop. Wind loads: h < 8 m = 0.5 kN/m 2 8m< h < 20 m = 0.8 kN/m 2 dist. of base plate from rear edge of formwork *top connection point from top of formwork Actual kicker load F AV [kN] at maximum prop spacing Max. width of influence [m] x = y = Formwork height h [m] Fig. 2 Fig. 1 Table for PERI push-pull props and kicker braces Actual prop load F RS [kN] at maximum prop spacing Edition 06/2007 7. Stopend Formwork Using the TRIO MT/MTF stopend panel with continuous reinforcement, with or without water bars. MT centre part without water bar. MTF centre part with water bar. 2. Length Adjustment Quick and easy solution up to 100 mm. With timber, or timber and formlining plus BFD alignment coupler. 4. Oblique Angles TRIO articulated corner TGE for angles of 75° and more – for internal and external corners alike. 5. Wall Offsets Up 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 90 Internal formwork: with TRIO Corner TE Adapting to wall thicknesses using TRIO wall thickness compensation WDA 5, WDA 6 or timber infills 9. Shafts The TRIO shaft element allows complete shaft formwork units to be moved as one unit. A 25 mm all-round clearance for striking is created when the formwork panels are pulled. Shaft Element TSE 330, Item no. 105525 Shaft Element TSE 270, Item no. 105523 Shaft Element TSE 120, Item no. 105524 4 pieces per shaft. When striking, lever crowbar upwards. For rectangular shafts, shorten the chains on the longitudinal sides to ensure that all TRIO shaft elements are evenly loaded. Transport and Storage Lifting Gear Combi-2 TRIO Perm. 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 the load hook. Follow Instructions for Use! Stacking Device TRIO, galv. Perm. load of 500 kg/piece For safe stacking of 5 TRIO panels of any size. Follow Instructions for Use! Extension Units Formwork should be assembled to its full height on the ground! TRIO Panels Lifting Hook TRIO Maximum 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 for aligning the formwork as well as transferring wind loads are to be arranged as shown in the drawings and table below. The first element must always have 2 push-pull props attached. Lifting Gear Combi-2 TRIO Item no. 044760 8. Wall Connections 2. With WDA or timber 3. With TRM 72 3. With TR 30 1. With 330x240 2. With TRM 72 Handrail Post Holder TRIO Item no. 101592 60 – 360 mm max. 100 mm 200 (180) 250 (240) 350 (360) 400 1. Standard Panel Connections Filler timber Filler timber 1.93 9.4 9.5 2.6 4.3 2.6 1.5 4.5 1.67 11.3 8.5 2.3 4.7 2.6 1.8 5.5 1.49 11.3 9.3 2.1 5.3 2.8 1.8 6.2 1.35 11.3 10.1 1.9 5.9 3.0 1.8 6.9 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 8.0 6.0 9.0 10.0 11.0 12.0 3.0 F 1 F 2 x 1 x 2 y 1 y 2 c c 135° 75° Height Width TR 270 m 2 Item no. Weight m 2 Item no. Weight m 2 Item no. Weight TR 120 TR 60 240 120 90 60 30 TE 72 TRM 72 TGE 6.48 022570 329.00 kg 3.24 022510 159.00 kg 1.44 022600 67.90 kg 2.43 022520 112.00 kg 1.08 022610 52.80 kg 0.54 022790 31.40 kg 1.62 022550 80.30 kg 0.72 022640 39.50 kg 0.36 022810 24.20 kg 0.81 022560 52.90 kg 0.36 022650 24.90 kg 0.18 022820 14.60 kg 1.94 022530 89.20 kg 0.86 022620 43.50 kg 0,43 022800 26.30 kg 1.62 022580 68.80 kg 0.72 022660 32.80 kg 0.36 022840 18.00 kg 1.94 022540 93.80 kg 0.86 022630 51.90 kg Multi-purpose panel with continuous tie hole strip Articulated corner from 75° to 285° for internal and external corners 1.62 023200 94.80 kg 0.72 032300 43.60 kg Internal corner with 30 cm leg length 0.72 022640 39.50 kg Other push-pull props, according to the table, are attached to the panels by means of TRIO brace connectors and to the slab using appropriate base plates and PERI anchor bolts MMS 20x130. The concrete cover c is 25 mm or 50 mm. Tie hole positions Compensation Waler TAR 85 BFD Alignment Coupler For assembly of base plates. PERI anchor bolt MMS 20x130 Item no. 103606 External formwork: with multi-panel TRM 72 and articulated corners External element connection: 2 compensation walers TAR 85, 8 BFD couplers Internal formwork: with TR 60 or TR 30 panels and articulated corners 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 support TPP, 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 coupler Filler plate LA Only one component is required for all connections The TRIO BFD alignment coupler ensures that all panel joints are: flush aligned tight in only one step! Handrail Post HSGP Item no. 034580 TR 330 m 2 Item no. Weight 7.92 054304 398.00 kg 3.96 054314 192.00 kg 2.97 054324 135.00 kg 1.98 054354 97.40 kg 0.99 054364 64.90 kg 2.38 054334 107.00 kg 1.98 054374 86.10 kg 2.38 054344 122.00 kg 1.98 054414 121.00 kg Max. 2.10 m or width of influence 1.35 m TAR 85 max. 360 mm Filler support TPP Formlining TAR 85 > 3.00 m Max. 5 TRIO panels 330 x 240 can be transported with the lifting gear combi-2. Secure stack of panels by means of tie rods to prevent panels moving during lifting. Stopend panel120 Stopend panel 270 30 30 Basic rules for corners Wall thicknesses 180-400 mm Adapting to wall thicknesses using TRIO wall thickness compensation WDA 5, WDA 6 or timber infills Basic rule: TRIO 330 panels have an asymmetrical tie arrangement. When placing the elements, the tie hole must be in the upper position. Wrong application results in more ties being used than is necessary. Extensions Alignment couplers and all-round struts ensure that extensions using TRIO are easier. Extension up to max. 8.10 m high can be assembled as one unit. Two TAR 85 compensation walers and two BFD alignment couplers are required for extension heights up to 8.10 m per element joint. Compensation Waler TAR 85 Item no. 023550 Extremely cost-effective 3.30 m high panel formwork For standard element joints On external corners For timber extensions For filler timbers up to 100 mm 2.88 022514 163.00 kg Ties G S V geprüft durch neutrales Prüfinstitut Güteschutzverband Betonschalungen Instructions for Use Lifting Gear Combi-2 TRIO Stacking Device TRIO Item no. 023390 Lifting Hook TRIO Item no. 023690 Instructions for Use Lifting Hook TRIO Instructions for Use Pallets and Stacking Devices h y x F AV F RS 0.5 kN/m 2 60° Fig. 1 h y x F AV F RS 60° h y 1 y 2 x 2 x 1 60° F RS 1 F RS 2 F AV 0.5 kN/m 2 0.8 kN/m 2 60° Fig. 2 h Working Platforms Planking and Guardrails for working platforms are to be fitted according to current valid guidelines. Maximum spacing of the scaffold brackets = 1.35 m with a permissible load of 150 kg/m 2 . Scaffold Bracket TRG 80 Item no. 023670 TRG 120 Item no. 023680 Concreting Platform 120 x 270 Item no. 022950 A single platform unit is only 32 cm high when folded. Each additional unit adds only 17 cm in height. 13 concreting platforms (35 m) stacked on top of each other is equal to the loading height of a truck. 1466 320 170 Timber infills Up to max. 860 mm Stopend tie max. 860 mm Timber Hook tie DW 15/400 Additional BFD for 120 mm offsets upwards Lower TAR 85 to be fixed from below Filler timber max. 200 mm Filler timber Stopend tie Ties ➊ ➌ up to 3.30 m concreting heights Ties ➊ ➋ ➍ for extended formwork Extension 57.5 1.075 m 3.30 m 1.075 m 57.5 1.55 m 1.175 m 3.30 m 57.5 Height Width 330 240 120 90 72 60 30 TE TGE TGE TE Internal Internal External External 420 390 360 240 - 330 Extensions with 120 x 240 panels 480 510 600 540 660 450 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 guardrails End Handrail Frame 55 Item no. 065066 Example: h = 6.60 m Example: h = 7.80 m WDA 5 (6) 2 WDA 5 (6) 200 (180) 250 (240) x 400 WDA 5/6 AT MT AT c c AT MTF AT min. 200 mm TRIO 330

TRIO 330 Poster englisch ma - ikb.poznan.plR/SC/PR/DR/W/PERI_Trio_330_poster.pdf · Push-Pull Props and Kicker Braces * If necessary, the distance from the top of the formwork must

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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