TRIO Poster ma

TRIO
The panel formwork with the BFD coupler system
For standard element joints On external corners With filler timber up to 100 mm
For timber extensions
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.
90
90
120
270 x 240
TE
TE
TE
TE
TE
TE
7. Bulkhead Formwork
Using the TRIO MT/MTF stopend panel with continuous
reinforcement, with or without water bars.
MT centre part,
without water bar
The concrete cover c is
25 mm or 50 mm.
270 x 240
Push-Pull Props and Kicker Braces
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
Table for PERI Push-Pull Props and Kicker Braces
Formwork height h [m]
Allowable prop spacing [m]
(max. width of influence)
Actual prop load F RS [kN]
at maximum spacing
Actual kicker load FAV [kN]
at maximum spacing
x =
Distance of base plate [m]
from rear face of formwork
y =
*Top connection point [m]
from top of formwork
*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
TRIO Panels
Width
Height
TR 270
m 2
Item no.
Weight
TR 120
m 2
Item no.
Weight
TR 60
m 2
Item no.
Weight
TRA 270
m 2
Item no.
Weight
TRA 90
m 2
Item no.
Weight
WDA 5 (6)
WDA 5
6.48
022570
329.00 kg
350
400
600
3.0
3.53
9.7
2.1
1.2
1.0
(360)
90
90
90
TRM 72
Fig. 1
Fig. 2
4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0
2.73
9.7
2.3
1.6
1.2
2.19
9.8
2.2
2.0
1.5
3.24
022510
162.00 kg
1.44
022600
76.30 kg
0.72
022640
43.40 kg
1.08
023900
33.30 kg
TE
TE
TE
TE
TE
TE
WDA 5 (6)
MT centre part,
with water bar
TRM 72
200
(180)
250
300
(240)
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 .
1.82
9.8
2.2
2.4
1.8
1.58
9.8
2.3
2.9
2.0
2.43
022520
115.00 kg
1.08
022610
58.20 kg
0.54
022790
34.70 kg
2.43
023850
70.60 kg
1.42
9.6
2.6
3.5
2.0
F RS1
F RS2
x 1
x 2
y 1
y 2
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
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
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
1.35
11.3
10.1
1.9
5.9
3.0
1.8
6.9
1.94
022530
97.60 kg
270x240
90
TRM 72
0.86
022620
48.60 kg
0.43
022800
29.10 kg
8. Wall Connections
270x240
TRM 72
TE
TE
TRM 72
TRM 72
6.
7.
270x240
270x240
2. With WDA or timber
3. With TRM 72
1. With 270x240 2. With TRM 72
Inner corner
with 30 cm
leg length
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
1. With 270x240
Multi-purpose
panel with
continuous
tie hole strip
1.94
022540
103.00 kg
0.86
022630
56.20 kg
TAE TAM 72
1.94
023860
60.90 kg
0.65
023980
23.70 kg
TRM 72
TRM 72
For assembly of
base plates.
PERI anchor bolt
MMS 20x130
Item no. 103606
240 120 90 60 30 72 TE TRM 72 TGE
2.88
022514
163.00 kg
WDA 5 (6)
AT MT AT AT MTF AT
c c
c c
h
Fig. 1
0,5 kN/m2 0,5 kN/m2 y
FF AV AV
FF RS RS
x
60°
WDA 5/6
h
0,8 kN/m 2
0,5 kN/m 2
Fig. 2
F AV
y
y
x
F RS 2
60°
x
F RS 1
Hinged corner
from 75°-285°
for inner and
outer corners
1.62
023200
94.80 kg
0.72
032300
43.60 kg
60°
TAR 85
30
Paletten und
Stapelrungen
Betriebsanleitung
2.70 m
3. With TR 30
30
TAR 85
5. Wall Offsets
Up to max. 200 mm
Up to max. 860 mm
Lower TAR 85 to be
fixed from below
TAR 85
Stacking Device TRIO, galv.
Perm. load 500 kg/piece.
For safe stacking of 5 TRIO panels
of any size.
Follow instructions for Use!
Instructions for Use
Pallets and Stacking Devices
Stacking Device TRIO
Item no. 023390
Working Platforms
Scaffold Bracket
TRG 80 Item no. 023670
TRG 120 Item no. 023680
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/m2 .
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
1. Standard Panel Connections
2 BFD alignment coupler
Item no. 023500
for 2.70 m panel heights.
4. With WDA or timber infills
Stopend tie
TE
TE
TAR 85
TRM 72
TRM 72
60
min.
60
Betriebsanleitung
30
30
max.
20 cm
TRIO Versetzhaken 1,5t
Art.-Nr. 023690
TRM 72
60
Filler timber
max.
200
Additional BFD for
120 mm offsets upwards
320 170 Transport and Storage
WDA 5/6
60
86 cm
60
TRM 72
TE
TE
TAR 85
5.
Timber
Hook tie
DW 15/400
TAR 85
TAR 85
Stopend tie
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 Hook TRIO
Lifting Hook TRIO
Item no. 023690
Variable filler timber
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!
3. Corners
TRIO Kombigehänge-2
Art.-Nr. 044760
Betriebsanleitung
Filler timber
Filler timber
TE
TRM 72
60
TGE
Basic rules for corners
Wall thicknesses 180 – 400 mm
60
72
Adaptation to wall thickness using
wall thickness compensation WDA 5,
WDA 6 or timber infills
Internal formwork:
With TRIO Corner TE
TRM 72
Connection:
2 BFD alignment couplers for h = 2.70 m
TGE
60
4.
2.
3.
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!
Instructions for Use
Lifting Gear Combi-2 TRIO
Filler timber
Lifting Gear Combi-2 TRIO
Item no. 044760
Handrail Post Holder TRIO
Item no. 101592
> 3.00 m
Scaffold Bracket TRG 100/112
Item no. 023590
9.
External formwork:
With TR 72 panels or TRM 72 and TR 60
Connection:
5 BFD alignment couplers for h = 2.70 m
Handrail
Post HSGP
Item no. 034580
WDA 10
max. 2.10 m or
width of influence 1.35 m
Accessories:
Handrail Post
HSGP
Item no. 034580
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.
4. Oblique Angles
TRIO articulated corner TGE – for internal
and external corners alike.
Articulated
Corner TGE 270
Item no. 023200
TE
TE
60
60
33 30
30 30
� 75°
72
72
ø 24
2. Length Adjustment
Simple and fast solution.
With timber, or timber and formlining,
and BFD alignment coupler up to 100 mm.
2 WDA 5 (6)
TAR 85
Shaft Panel TSE 120,
Item no. 105524
TAR 85
Extensions
Alignment couplers and all-round struts
ensure that extensions with TRIO are
simple and easy.
Four BFD couplers are required
for 2.40 m or 2.70 m wide panels
for extensions up to 5.40 m.
Compensation Waler TAR 85
Item no. 023550
max. 100
Foundations
Individual foundations with
TRIO foundation strap
Item no. 023800
When striking, lever crowbar
upwards.
Tie details
Articulated Corner
TGE 120
Item no. 023300
BFD alignment
coupler
200
(180)
350
(360)
WDA 5 (6)
WDA 5 (6) 2 WDA 5
Strip foundations with
Foundation Tie Clamp Item no. 023010
Perforated Foundation Tie Item no. 023020
Top Tie Bracket-2 AH Item no. 023630
Top tie bracket-2 AH
Foundation
tie clamp
Perforated
foundation tie
1.00
TE
TE
60
60
TAR 85
For rectangular shafts, shorten
the chains on the longitudinal
sides – this ensures that all shaft
elements are evenly loaded.
Internal formwork:
with TR 60 or TR 30 panels and articulated
corners
Internal element connection:
4 BFD couplers
Cost-effective solution.
With filler plates from 60 – 360 mm.
LA 270, Item no. 023170
LA 120, Item no. 023270
250
(240)
400
72
72
TAR 85
6 – 300
Extensions up to max. 8.10 m high
(3 panels at 2.70 m) can be assembled
as one unit.
Two TAR 85 compensation walers and
two BFD alignment couplers are required
for extensions up to 8.10 m.
1.00
Foundation strap
Stop rail
TE
Timber supplied by
contractors for special
wall thicknesses
TE
GSV PERI
60
60
x
72
72
max. 360
TRIO
Rahmenschalung
GSV
geprüft
durch neutrales Prüfinstitut
Güteschutzverband
Betonschalungen
Prüfbericht Ausgabe 10/95
External formwork:
with multi-panel TRM 72 and articulated
corners
External element connection:
2 compensation walers TAR 85, 6 BFD
couplers
Optimal visible surface solution.
With formlining and filler support.
TPP, Alu 270, Item no. 101813
TPP, Alu 120, Item no. 101823
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
TRS 90
240 TE
Extension Units (Steel)
Formwork should be assembled
to its full height on the ground!
Width
Height
240 / 270
300
330
or TRIO 330
360
390
450
480
540
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.
Filler plate LA Formlining Filler support TPP
TAR 85
TAR 85
Without exception, current safety regulations must be observed
in those countries where our products are used.
geprüft
durch neutrales Prüfinstitut
Güteschutzverband
Betonschalungen
300
240
Filler timber
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.
TRS 90
240
TAR 85
TRM 72 TGE
TRS 90
TRS 90
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
120
60
Filler timber
TAR 85
TRM 72
60
Filler timber
TAR 85
TRM 72
60 TGE
240
120
TGE
Corner construction:
600 mm wall thickness
Perm. fresh concrete pressure 60 kN/m 2 .
Important:
Along the length L of 2.25 m, 3
BFD alignment couplers are
required per element joint.
600
240
240
L
Corner construction:
80 cm wall thickness
Perm. fresh concrete pressure 60 kN/m 2 .
Important:
Along the length L of 3.00 m,
3 BFD alignment couplers are
required per element joint.
800
Test report available
on request.
L
L
TE
240
60
600
90
800
90 TRM 72 240
TGE
L
165°
TGE
TGE
150°
135°
TRIO Column
60
TAR 85
TRM 72
60
TAR 85
TRM 72
TAR 85
TRM 72
With elements for walls and columns
Can be used as column panels for crosssections
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 .
max.
750x750
Ready-to-use 5.40 m high TRIO column
formwork with concreting platform,
access ladder and push-pull props.
Tie Rod
Cylinder Yoke
Item no. 022030
TAR 85
TRM 72
60
Filler timber
TGE
120°
Tie hole positions
Unused tie holes
Compensation waler TAR 85
BFD alignment coupler
TGE
TAR 85
TRM 72 TGE
30 TGE
270 240 120 90 72 60 30 TE TGE TGE TE
60
For square or rectangular columns
up to 750 x 750 mm.
75°
60
30
TAR 85
TRM 72
TRM 72
TAR 85
Compensation Waler
TAR 85
Item no. 023550
Universal Waler 245
Item no. 023920
Waler Stop
Item no. 023930
Internal Internal External External
Edition 02/2008

TRIO
Panel Formwork
Poster
Edition 02/2008

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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
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D e 02/2008 10ma Art. Nr.: 790909 © Copyright by PERI GmbH