PERI Trio poster

background image

TRM 72

TRM 72

270x240

270x240

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

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

30

T

AR 85

T

AR 85

270x240

270x240

TRS 90

TRS 90

TR

S 90

TR

S 90

240

TE

120

12

0

240

240

240

60

TRM 72

TAR 85

T

AR 85

TAR 85

60

TE

TAR 85

60

* 75°

270 x 240

270 x 240

TRM 72

60

TGE

TGE

60

TAR 85

TRM 72

TAR 85

TAR 85

TRM 72

TGE

30

TGE

TRM 72

T

AR 85

TRM 72

60

TAR 85

TAR 85

TRM 72

TGE

TAR 85

TRM 72

60

TAR 85

TRM 72

TAR 85

TRM 72

60

TGE

TGE

TAR 85

TRM 72

60

T

AR 85

TRM 72

TE

60

72

TE

TE

TE

60

60

TAR 85

TE

60

72

30

30

9.

4.

2.

3.

5.

7.

6.

72

60

TE

60

72

TE

72

72

90

TE

TE

90

TE

TE

90

TE

TE

90

TE

TE

90

TE

TE

12

0

TE

TE

TRM 72

TRM 72

Betriebsanleitung

TRIO Versetzhaken 1,5t
Art.-Nr. 023690

TRIO Kombigehänge-2

Art.-Nr. 044760

Betriebsanleitung

Paletten und

Stapelrungen

Betriebsanleitung

G

S

V

PERI TRIO
Rahmenschalung

Prüfbericht Ausgabe 10/95

G

S

V

geprüft

durch neutrales Prüfinstitut

Güteschutzverband

Betonschalungen

Push-Pull Props and Kicker Braces

The panel formwork with the BFD coupler system

*If necessary, the distance from top of formwork must be
adapted to the system.

A maximum force of 11.3 kN is to be led into the building at
the foot of the push-pull-prop for the given width of influence.

Wind loads:

h < 8 m = 0.5 kN/m

2

8 m < h < 20 m = 0.8 kN/m

2

Formwork height

h [m]

Fig. 2

Fig. 1

Table for PERI Push-Pull Props and Kicker Braces

Edition 02/2008

Since production began, TRIO has always fulfilled the
highest requirements regarding the formwork evenness.

2.70 m steel elements have been certified according
to GSV guidelines (German Formwork Association).

81 kN/m

2

uniform area load, DIN 18202, Table 3, Line 6.

67.5 kN/m

2

triangular load, DIN 18202, Table 3, Line 7.

Permissible fresh concrete pressure for aluminium elements
60 kN/m

2

uniform area load, DIN 18202, Table 3, Line 7.

60 kN/m

2

h = 2.70 m, DIN 18202, Table 3, Line 6.

For standard element joints

On external corners

For timber extensions

With filler timber up to 100 mm

7. Bulkhead Formwork

Using the TRIO MT/MTF stopend panel with continuous
reinforcement, with or without water bars.

MT centre part,
without water bar

MT centre part,
with water bar

2. Length Adjustment

Simple and fast solution.
With timber, or timber and formlining,
and BFD alignment coupler up to 100 mm.

4. Oblique Angles

TRIO articulated corner TGE – for internal
and external corners alike.

5. Wall Offsets

Up to max. 200 mm

Stopend tie

max.

86 cm

min.

20 cm

Timber

Hook tie
DW 15/400

Additional BFD for
120 mm offsets upwards

Lower TAR 85 to be
fixed from below

Filler timber

max.

20

0

3. Corners

Basic rules for corners
Wall thicknesses 180 – 400 mm

Adaptation to wall thickness using
wall 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-junctions

Basic rules for T-Junctions
Wall thicknesses 180 – 400 mm and 600 mm

External formwork: with panel TR 90
Internal formwork: with TRIO Corner TE

Adapting to wall thicknesses using wall thickness
compensation WDA 5, WDA 6 or timber infills.

Up to max. 860 mm

Working Platforms

Planking and Guardrails
Working platforms are to be assembled
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

9. Shafts

The TRIO TSE shaft element allows
complete shaft formwork units to be
moved as one unit.

Shaft Panel TSE 270,
Item no. 105523

TRIO shaft panel TSE in a raised
position.

When striking, lever crowbar
upwards.

For rectangular shafts, shorten
the chains on the longitudinal
sides – this ensures that all shaft
elements are evenly loaded.

Concreting Platform 120 x 270
Item no. 022950

A single platform unit is only 320 mm
high when folded. Each additional unit
adds only 170 mm in height. 13 concreting
platforms (35 m) stacked on top of each
other is equal to the loading height of a
truck.

1466

320

17

0

Transport and Storage

Lifting Gear Combi-2 TRIO
Perm. 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 load
hook.

Follow instructions for Use!

Stacking Device TRIO, galv.
Perm. load 500 kg/piece.
For safe stacking of 5 TRIO panels
of any size.

Follow instructions for Use!

Extensions

Alignment couplers and all-round struts
ensure that extensions with TRIO are
simple and easy.

Extensions up to max. 8.10 m high
(3 panels at 2.70 m) can be assembled
as one unit.

Four BFD couplers are required
for 2.40 m or 2.70 m wide panels
for extensions up to 5.40 m.

Two TAR 85 compensation walers and
two BFD alignment couplers are required
for extensions up to 8.10 m.

Compensation Waler TAR 85
Item no. 023550

Extension Units (Steel)

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!

Instructions for Use
Lifting Gear Combi-2 TRIO

Push-pull props and kickers to brace
the formwork and bearing the windload
are to be arranged as shown on the
adjacent diagram and table.
The first panel must always be braced with
2 push-pull props and subsequent panels

Stacking Device TRIO
Item no. 023390

Lifting Gear Combi-2 TRIO
Item no. 044760

Lifting Hook TRIO
Item no. 023690

8. Wall Connections

2. With WDA or timber

3. With TRM 72

3. With TR 30

1. With 270x240

2. With TRM 72

Handrail Post Holder TRIO
Item no. 101592

> 3.0

0 m

2 WDA 5 (6)

Timber supplied by
contractors for special
wall thicknesses

x

WDA 5 (6)

max. 360

6 – 300

max. 100

T

AR 85

TAR 85

T

AR 85

Variable filler timber

20

0

(1

80)

250

(240)

30

0

350

(360)

40

0

WDA 5 (6)

1.

Standard Panel Connections

2.70 m

2 BFD alignment coupler
Item no. 023500
for 2.70 m panel heights.

60

Filler timber

Filler timber

Filler timber

Filler timber

Corner construction:
600 mm wall thickness
Perm. fresh concrete pressure 60 kN/m

2

.

Corner construction:
80 cm wall thickness
Perm. fresh concrete pressure 60 kN/m

2

.

L

L

L

L

Important:
Along the length L of 2.25 m, 3
BFD alignment couplers are
required per element joint.

240

240

TE

90

90

TRM 72

240

240

60

800

600

60

0

80

0

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

RS1

F

RS2

x

1

x

2

y

1

y

2

165°

150°

135°

75°

Height

Width

270

240

120

90

72

60

30

TE

TGE

TGE

TE

240 / 270

Internal

Internal

External

External

30

0

330

or TRIO

330

360

390

450

480

540

Height

Width

m

2

Item no.
Weight

m

2

Item no.
Weight

m

2

Item no.
Weight

m

2

Item no.
Weight

m

2

Item no.
Weight

6.48
022570
329.00 kg

3.24
022510
162.00 kg

1.44
022600
76.30 kg

1.08
023900
33.30 kg

2.43
022520
115.00 kg

1.08
022610
58.20 kg

0.54
022790
34.70 kg

2.43
023850
70.60 kg

1.62
022550
87.70 kg

0.72
022640
43.40

0.36
022810
25.90 kg

1.62
023870
49.60 kg

0.54
023950
18.00 kg

0.81
022560
60.60 kg

0.36
022650
28.40 kg

0.18
022820
15.70 kg

0.81
023880
31.70 kg

0.27
023960
10.80 kg

1.94
022530
97.60 kg

0.86
022620
48.60 kg

0.43
022800
29.10 kg

1.62
022580
69.80 kg

0.72
022660
33.20 kg

0.36
022840
18.00 kg

1.62
023891
42.10 kg

0.54
023971
15.20 kg

TAE

TAM 72

1.94
022540
103.00 kg

0.86
022630
56.20 kg

1.94
023860
60.90 kg

0.65
023980
23.70 kg

Multi-purpose
panel with
continuous
tie hole strip

Hinged corner
from 75°-285°
for inner and
outer corners

1.62
023200
94.80 kg

0.72
032300
43.60 kg

Inner corner
with 30 cm
leg length

0.72
022640
43.40 kg

according to the table. They are
connected to the panel with the TRIO
Brace Connctor and to the slab with the
appropriate base plate and the PERI
anchor bolt MMS 20x130 .

Shaft Panel TSE 120,
Item no. 105524

The concrete cover c is
25 mm or 50 mm.

Instructions for Use
Lifting Hook TRIO

Foundations

Individual foundations with
TRIO foundation strap
Item no. 023800

Strip foundations with
Foundation Tie Clamp

Item no. 023010

Perforated Foundation Tie Item no. 023020
Top Tie Bracket-2 AH

Item no. 023630

Stopend tie

Scaffold Bracket TRG 100/112
Item no. 023590

60

0

Important:
Along the length L of 3.00 m,
3 BFD alignment couplers are
required per element joint.

Universal Waler 245
Item no. 023920

Waler Stop
Item no. 023930

Tie Rod
Cylinder Yoke
Item no. 022030

Compensation Waler
TAR 85
Item no. 023550

Tie hole positions
Unused tie holes
Compensation waler TAR 85
BFD alignment coupler

For assembly of
base plates.

PERI anchor bolt
MMS 20x130
Item no. 103606

TRIO Column

With 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 mm
formwork panel.

Permissible fresh concrete pressure
100 kN/m

2

.

External formwork:
with multi-panel TRM 72 and articulated
corners

External element connection:
2 compensation walers TAR 85, 6 BFD
couplers

Internal formwork:
with TR 60 or TR 30 panels and articulated
corners

Internal element connection:
4 BFD couplers

Tie details

Articulated
Corner TGE 270
Item no. 023200

Articulated Corner
TGE 120
Item no. 023300

Cost-effective solution.
With filler plates from 60 – 360 mm.
LA 270, Item no. 023170
LA 120, Item no. 023270

Optimal visible surface solution.
With formlining and filler support.
TPP, Alu 270, Item no. 101813
TPP, Alu 120, Item no. 101823

max. 2.1

0 m or

width of influence 1

.35 m

Test report available
on 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 alignment
coupler

Filler plate LA

Filler support TPP

Formlining

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!

Foundation strap

Top tie bracket-2 AH

Foundation
tie clamp

Perforated
foundation tie

Handrail
Post HSGP
Item no. 034580

Accessories:
Handrail Post
HSGP
Item no. 034580

TGE

TGE

TGE

60

30

max.

750x750

Ready-to-use 5.40 m high TRIO column

formwork with concreting platform,

access ladder and push-pull props.

For square or rectangular columns
up to 750 x 750 mm.

h

y

y

x

x

60°

F

RS

1

F

RS

2

F

AV

0,5 kN/m

2

0,5 kN/m

2

0,8 kN/m

2

60°

60°

Fig. 1

Fig. 2

h

h

y

x

F

AV

F

RS

60°

0,5 kN/m

2

Stop rail

Without exception, current safety regulations must be observed
in those countries where our products are used.

Tips

for trouble-free progress

• 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.

Actual kicker load F

AV

[kN]

at maximum spacing

Allowable prop spacing [m]
(max. width of influence)

Actual prop load F

RS

[kN]

at maximum spacing

*Top connection point [m]
from top of formwork

y =

Distance of base plate [m]
from rear face of formwork

x =

240

120

90

60

30

TE

72

TRM 72

TGE

2.88
022514
163.00 kg

TR 270

TR 120

TR 60

TRA 270

TRA 90

300

200

(180)

250

(240)

350

(360)

400

WD

A 1

0

Instructions for Use
Pallets and Stacking Devices

WDA 5/6

WDA 5 (6)

WDA 5 (6)

WDA 5

AT

MT

AT

AT

MTF

AT

c

c

c

c

h

y

x

F

AV

F

RS

TAR 85

TAR 85

WDA 5 (6)

2 WDA 5

1.00

1.0

0

TRIO

geprüft

durch neutrales Prüfinstitut

Güteschutzverband

Betonschalungen

background image

D

e 02/20

08 1

0ma

Art. Nr

.: 790909 © Cop

yright b

y

PERI GmbH

TRIO

Panel Formwork

Poster

Edition 02/2008

Wall Formwork
Panel Formwork
Girder Formwork
Circular Formwork
Facade Formwork
Brace Frame

Column Formwork
Square
Rectangular
Circular

Slab Formwork
Panel Formwork
Beam Grid Formwork
Girder Formwork
Slab Table
Beam Formwork

Shoring Systems
Steel Slab Props
Aluminium Slab Props
Tower Systems
Heavy-Duty Props

Climbing Systems
Climbing Scaffold
Self-Climbing System
Climbing Protection Panel
Platform Systems

Scaffold, Stairways,
Working Platforms
Facade Scaffold
Working Platform
Weather Protection Roof
Stairway Access

Bridge and Tunnel
Formwork
Cantilevered Parapet Carriage
Cantilevered Parapet Platform
Engineer´s Construction Kit

Services
Formwork Assembly
Cleaning / Repairs
Formwork Planning
Software
Statics
Special Constructions

Additional Systems
Plywood
Formwork Girders
Stopend Systems
Pallets
Transportation Containers

PERI GmbH
Formwork Scaffolding Engineering
P.O. Box 1264
89259 Weissenhorn
Germany
Tel +49 (0)73 09.9 50 - 0
Fax +49 (0)73 09.9 51- 0
info@peri.de
www.peri.de

PERI Product Range

background image

D

e 02/20

08 1

0ma

Art. Nr

.: 790909 © Cop

yright b

y

PERI GmbH

TRIO

Panel Formwork

Poster

Edition 02/2008

Wall Formwork
Panel Formwork
Girder Formwork
Circular Formwork
Facade Formwork
Brace Frame

Column Formwork
Square
Rectangular
Circular

Slab Formwork
Panel Formwork
Beam Grid Formwork
Girder Formwork
Slab Table
Beam Formwork

Shoring Systems
Steel Slab Props
Aluminium Slab Props
Tower Systems
Heavy-Duty Props

Climbing Systems
Climbing Scaffold
Self-Climbing System
Climbing Protection Panel
Platform Systems

Scaffold, Stairways,
Working Platforms
Facade Scaffold
Working Platform
Weather Protection Roof
Stairway Access

Bridge and Tunnel
Formwork
Cantilevered Parapet Carriage
Cantilevered Parapet Platform
Engineer´s Construction Kit

Services
Formwork Assembly
Cleaning / Repairs
Formwork Planning
Software
Statics
Special Constructions

Additional Systems
Plywood
Formwork Girders
Stopend Systems
Pallets
Transportation Containers

PERI GmbH
Formwork Scaffolding Engineering
P.O. Box 1264
89259 Weissenhorn
Germany
Tel +49 (0)73 09.9 50 - 0
Fax +49 (0)73 09.9 51- 0
info@peri.de
www.peri.de

PERI Product Range


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