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
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
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