Titel AuV TRIO - PERI AS

Product Range 4.10
TRIO
Panel formwork
Assembly Instructions
Edition 05/2005

page
Overview 1-3
Introduction 4
Product features 4
Intended use 4
Safety instructions 5
Standards and regulations 5
Part A
Basic system TRIO 270
Working steps 6-7
A1 TRIO Element 8-9
A2 Element connection
BFD 10
TAR 85, Bar 85 11
A3 Tie positons 12-13
A4 Push-pull props 14-15
Teil B
Application
B1 Corners
right-angled corners 16
thick walls 17
obtuse and acute corners 18
B2 T-junction
90° 19
obtuse wall connection 20
B3 Offset
wall offset 21
height offset 22
B4 Infills
timber 23
infill LA 23
filler support TPP 24
B5 Stopends
stopend panel TR 24 25
timber and filler support 25
stopend panel reinforcement 26-27
B6 Working and concreting scaffold
concreting platform 28-30
TRG 80 31-32
Guardrails 33
Platform system TRIO Platform 34-37
Legend
page
B7 Extension
Extension guidelines 38-39
B8 Foundations
Foundation strap 40
Foundation tie clamp 40
B9 Shaft formwork
Shaft element TSE 42-43
B10 Circular structures
TRIO polygonal 44
B11 Load-carrying structures
Operating instructions 45
Part C
Add-on systems
C1 TRIO 330 46-49
C2 TRIO Aluminium 50
C3 TRIO Structure 51
Part D
Cleaning
Contents
D1 Care and cleaning 52
D2 Repair 53
Part E
Product overview 54-71
Important safety Instructions Visual control Practical tip
instructions

Overview
To give a clearer overview, only a part
of the necessary work platforms are
shown.
1
B6
B1
B6
B2
B1
B5
A4
A3
A1

B4
A2
B7
B3
A2
B6
2

A1 Element
A2 Element connection
A3 Ties
A4 Push-pull props
B1 Corners
B2 T-junction
B3 Wall offset
B4 Infills
B5 Stopend formwork
B6 Working and concreting scaffolding
B7 Extensions
Overview
3

Introduction
Whether for residential building or
industrial, for small or large building
sites, the TRIO wall formwork system
is adaptable and versatile. These
assembly instructions are provided to
ensure its problem-free use. They
show the basic TRIO system, with
formwork heights h = 270 and h = 330,
and its usage, with add-on systems
and safety features. At the end you
will find out something about the care
of the product.
The identification of the components
is made without the addition of “TRIO.
Measurements without units are given
in cm.
The individual parts of the system
h = 270 are shown in Part F with their
item numbers. Please refer to your
PERI specialist if you have any
questions.
Product features
The TRIO 270 wall formwork system
is a heavy formwork for shuttering
walls, pillars, foundations and other
concrete components.
The basic equipment includes the
panels, corner and filler elements,
alignment couplers, compensation
waler, push-pull props, work platforms
and all the necessary small parts for
assembly. The steel parts are powder
coated in red.
Shuttering is carried out with 5 element
heights and 6 widths in a grid size of
30 cm. The elements can be used
upright or on their sides.
With TRIO it is possible to fulfil the
flatness requirements of DIN 18202
up to line 7 of table 3. See GSV table
part E.
4
For all applications, the relevant
additional parts and tables are
available.
TRIO L
(aluminium powder coated in yellow)
can be combined as required with
TRIO 270.
TRIO 330
For office buildings and industrial
construction.
TRIO Structure
For components with special
demands on the surface.
Tie system DW 15 and DW 20
Correct use
These assembly instructions contain
information on the handling and correct
use of the TRIO formwork system.
Safety instructions and load instructions
must be adhered to exactly.
For other uses, or use beyond that
described, it is necessary to obtain
our specific agreement and additional
construction instructions from the
operator.
The operator must ensure that the
construction and use instructions
delivered by PERI are present and
available for the workers.
Fundamentally, only materials in good
condition may be used. Damaged
components must be changed.
For the use of our products, the most
recent safety and environmental
regulations applicable to the respective
countries must be adhered to.
The assembly instructions and the
PERI offer and implementation plans
do not replace the working and
assembly instructions from the
operator on the building site.

These assembly instructions are
directed at the people who work with
the TRIO panel formwork system. Not
adhering to the assembly instructions
and the safety instructions can lead to
accidents and damage.
Duties of the operator:
1. The operator must ensure that the
instructions delivered by PERI and
other necessary instructions are
available to the users.
2. All persons who work with the
product must be familiar with the
content of these instructions and
the safety instructions contained
therein.
3. The operator must inform any
people who cannot read these
instructions, or can only read them
with difficulty, on the content of
these instructions.
4. The operator must ensure that the
assembly and dismantling of the
product as well as its proper use
is overseen and lead by suitable
professionals who are authorised
to give instructions.
5. The operator must put in place the
necessary conditions for the
adherence to all valid safety
regulations.
General safety instructions:
1. The TRIO components must be
found to be in a faultless state
before every use. Damaged
components must be replaced by
original PERI parts.
2. The TRIO must be assembled in
such a way that all load effects are
safely transferred.
3. Ensure stability during all building
states.
4. Safely establish working locations
for assembly, alteration and
dismantling as well as for moving.
5. Working areas must be reachable
via safely accessible routes.
6. People working at heights of more
than 2.00 m must be secured
against falling.
7. During unfavourable weather
conditions, entering dangerous
areas should be avoided.
8. Only strip the components when
the concrete has sufficiently set
and the person responsible has
authorised it.
9. Carry out stripping or moving with
suitable tools. Do not pull off
formwork elements with a crane!
10. Do not endanger the stability of
building, scaffold and formwork
parts during stripping.
11. Formwork parts may only be
transported with lifting equipment
and load-carrying equipment when
suitable lifting means are available.
12. The weight of the components
may not exceed the permissible
load of the lifting equipment.
13. Remove loose parts or secure so
that they do not fall.
Safety instructions
14. Only remove the lifting accessories
from the positioned formwork parts
or units after they cannot change
their position unintentionally.
15. In strong winds, move formwork
elements with guide cables. Avoid
collision with other objects.
16. Store and transport components
so that they do not change
Standards and regulations.
DIN 4420 Working and safety scaffolds
DIN 4421 Falsework
DIN 18202 Tolerances in building
DIN 18216 Formwork ties;
requirements, testing, use
DIN 18218 Pressure of fresh concrete
on vertical formwork
UVV BGV C22 Building operations
UVV VBG 9a Load-carrying gear
BGR 169 Safety regulations for
working and safety scaffolds
BGR 187 Falsework and formwork
construction
BetrSichV Operational safety
regulations
Relevant
PERI product information
TRIO posters
TRIO lifting hooks
TRIO lifting gear combi
Pallets and stacking devices
Technical data
Test report according to GSV
Formwork technology tables
5

Working steps
Adjustable formwork
1. assemble lying flat
2. attach push-pull props
- to first element: 2 props
- second element onwards: 1 prop
3. move with crane to place of use
Secure elements against tipping
and wind!
Only remove transport hooks when
prop is properly attached!
Closing formwork with concreting
scaffold
1. attach brackets to the horizontal
elements
2. attach decking and handrail boards
3. move with crane to place of use
4. attach ties
Only remove transport hooks when
an upper tie has been attached!
Start shuttering from external or
internal corner to filler.
6
External corner Internal corner
72
60

Concreting
from a safe working scaffold Striking,
moving from filler to corner Consider
concrete strength!
Striking, moving from filler to corner
Consider concrete strength!
1. attach lifting hooks to TRIO element.
2. remove ties
3. remove push-pullprops
4. remove element connectors
5. move element
6. clean element
7. attach push-pull props
8. detach lifting hooks
Cleaning
with PERI BIO CLEAN and PERI spray
equipment.
Working steps
7

A1 TRIO element
Overview of elements
Height cm
8
60 90 120
270 330
240 120 90 72 60 30 TE TGE
Legend
S) elements with steel frames (red powder coating)
A) elements with aluminium frames (yellow powder coating)
N) standard elements or as multi-purpose element
M) only multi-purpose element
Width cm
S) S)
S) S) N) S) S)
S) S) S) A) S) A) N) S) A) S) A)
S) S) S) N)
A) A) M) A) A)
S)
S)
S)
S)
S)
S)

Element width 240 cm
10.6
10.5
10
10.4
10.4
10.3
10.1
10.7
10.8
10 TRIO element
10.1 Tie position drawn-in
10.2 Tie position in edge profile
10.3 Element strut
10.4 connection possibilities for scaffold brackets, -
push-pull props and other equipment
10.5 Levering corner
10.6 Transport openings
10.7 Frame
10.8 Plywood
A1 TRIO element
Element width 120 cm
10.2
10.4
9

A2 Element
Connection
Alignment coupler BFD
Used for:
1. Horizontal assembly
2. Attach push-pull props
– on first element:
2 push-pull props
– on second element:
1 push-pull prop
3. transport by crane to place of use
Secure elements against toppling
over and wind forces!
Detach lifting hook only when pushpull
prop is plugged!
Closing formwork with concreting
scaffolding
1. Attach bracket to horizontal element.
2. Install decking and handrail boards.
3. Transport by crane to place of use.
4. Fit tie.
Detach lifting hook only when one
top tie is installed!
Form from external or internal corner
for compensation.
10
Fig. 2
20.1
20.3
20.4
20.2
20.2
20.1
20
3
1
10.3
Fig. 1
Fig. 3
Fig. 4
20.5
2

Compensation Waler TAR 85
The compensation waler TAR 85 23 is
used as an element connection that
braces, aligns, and transmits forces.
Used for:
– filler plates. See B4.
– corners with double wall thickness
compensation WDA. See B1.
– acute and obtuse corners. See B3.
–wall projections. See B3.
– high extensions. See B7.
Assembly
1. Insert the hooks 23.1 into the
connection holes 10.4 in the element.
2. Hammer wedge tight. Fig. 5.
Waler 85
for stopends.
Assembly
1. Push stopend tie 25 through waler 24
and attach to the frame profile of the
elements.
2. Tighten with wingnut pivot plate 33.
Fig. 6 cross-section.
23
24
25
33
A2 Element
Connection
10.4
25
23.1
23.2
33
Fig. 6
Fig. 5
11

A3 Tie positions
Tie system
Standard: DW 15
Approved load according to DIN 18216:
90 kN
Parts for DW 15
– tie rod 30
– spacing tube 31
– cone 32
– wingnut pivot plate 33
Fig. 7.
For high formwork pressures
up to 87 kN/m 2 : DW 20
Approved load according to
DIN 18216: 150 kN
Parts for DW 20
– tie rod 30
– spacing tube 31
– DK sealing cone 32
– counterplate 34
– wingnut 35
Fig. 9.
Miscellaneous
Tie rod spanner 36 for tigthening ties
from one side by one person only.
Plugs 37 to seal unused tie holes.
Fig. 9
Usage
– Only use as many ties as necessary.
Close unused tie holes in the elements
with plugs.
– Ensure approved tie loads are not
exceeded. See GSV tables part E.
– With high formwork pressures up to
87 kN/m 2 , use tie system DW 20.
– Keep to pouring speed.
Tie holes closed by concrete can be
opened with a hammer blow due to
their conical shape. Fig. 9a.
12
30 33 32 31
30 34, 35
32 31
36
Fig. 9a
Fig. 9
37
Fig. 7
Fig. 8

Angled ties using DW 15
– Secure elements against lifting.
– Angled ties can be used for vertical
and horizontal elements.
The conical tie hole makes angled ties
possible in all directions up to 3.
Fig. 10. Additional application
possibilities are thus available.
One-sided angled. Fig. 10a.
Max. 3.
Two-sided angled. Fig. 10b.
Max. 2 x 3.
Height offset. Fig. 10c.
Max. 1 cm per 10 cm of wall thickness.
Fig. 10
3°
3°
A3 Tie positions
Fig. 10a Fig. 10b Fig. 10c
13

A4 Push-pull props
Push-pull props and kicker braces are
used for aligning the TRIO formwork,
for stability and for support against
wind forces.
The choice of the correct prop and
brace is made according to the
formwork height.
PERI Push-Pull-Props and Kicker Braces
14
Formwork height h [m]
Allowable prop spacing [m]
(max. width of influence)
Actual prop load FRS [kN]
at maximum spacing
Actual kicker load F AV [kN]
at maximum spacing
x = Distance of base plate [m]
from rear face of formwork
y = *Top connection point [m]
from top of formwork
3.0
Figure 1
*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 pushpull-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
h
3.53
9.7
2.1
1.2
1.0
0,5 kN/m 2
Figure 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
Figure 1
y
F AV
x
F RS
2.19
9.8
2.2
2.0
1.5
60°
1.82
9.8
2.2
2.4
1.8
1.58
9.8
2.3
2.9
2.0
1.42
h
9.6
2.6
3.5
2.0
F RS1
F RS2
0,8 kN/m 2
x1 x2 y1 y2 0,5 kN/m 2
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
Figure 2
F AV
y 1
F RS2
x 2
1.49
11.3
9.3
2.1
5.3
2.8
1.8
6.2
y 2
60°
x 1
1.35
11.3
10.1
1.9
5.9
3.0
1.8
6.9
F RS1
60°

Assembly
Brace Connector
Fig. 11.
A4 Push-pull props
Push-pull props and kickers are
attached to the element with the brace
connector.
Connection is possible to the horizontal
and vertical element struts.
Fig. 12a + 12b.
1. Place the brace connector 41 onto the
element strut 10.3 such that the hook
tie 42 grips in a connecting hole 10.4.
2. Tighten the brace connector with a
triple wingnut.
Fig. 13a – horizontal cross-section
13b – vertical cross-section
Push-pull props and kickers
Fig. 14.
1. Secure push-pull prop or kicker 40 on
the attachment plate 44 with pin and
cotter pin. Fig. 14a.
2. Secure base plate, for example with
PERI Multi-Monti 46. Fig. 14b.
Fig. 14
40
45
43
41
41
10.3
41
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 ausgehärtetem
Beton.
Technische Daten
Ankerlänge L [mm] 130
Klemmstärke t fix [mm] 10-15
Verankerungstiefe h nom ≥ [mm] 115
Bohrtiefe h O ≥ [mm] 140
Bohrer ø (Hammerbohrer DIN 8035) d O [mm] 18
Max. Anzugsdrehmoment MD max [Nm] 150
Schlüsselweite SW [mm] 30
Abstand a ≥ [mm] 360
Randabstand a r ≥ [mm] 180
Mindestbauteildicke d ≥ [mm] 240
Durchgangsloch im zu
befestigenden Teil d b [mm] 21
a a ar a r a a
t fix
h nom
10.3
Bruchlastmitte
in 2 Tage altem ungerissenem Beton
bei erreichter Festigkeit
βw ≥ 10 N/mm 2
41
empfohlene Last in B10
ungerissenem Beton oder ungerissener
Beton bei erreichter Festigkeit
βw ≥ 10 N/mm 2
Fmax [kN] 41,7
empf. F [kN]
Q 10,4
empf. F [kN] Z 10,4
Sicherheitsbeiwert s = 4
empfohlene Last in B25
ungerissener Beton
empf. FQ [kN] 16,4
Sicherheitsbeiwert s = 4 empf. FZ [kN] 16,4
SW 30
Fig. 11
PERI GmbH
Postfach 12 64
89259 Weißenhorn
Tel.: 0 73 09 / 9 50 - 0
Fax: 0 73 09 / 9 51 - 0
info@peri.de
www.peri.de
Fig. 12b
44
42
44
A4 Push-pull props
46
42
10.4
42
10.4
44
45
43
Fig. 12a Fig. 13a
43
Fig. 13b
Fig. 14a
Fig. 14b
15

B1 Corners
Right-angled corners
Wall thicknesses from 18 cm to
40 cm can be contiuously shuttered.
Fig 15a to 15f.
– Wall thickness d = 30 cm is without
infill.
– With wall thickness d < 30 cm, infill
on the inside.
– With wall thickness d > 30 cm infill on
the outside.
The infill is made using compensators.
These are:
wall thickness compensator WDA 18
or infill provided by contractor 50
External corner
consisting of:
TRIO element TR 60 11 and TRIO
element TR 72 12
Alignment coupler BFD 20 (5 BFD with
h = 2.70 m). Fig. 16.
– Element TR 72 must always be on the
right when seen from the outside, and
must cover element TR 60 11.
– Make sure alignment coupler is fitted
correctly. Fig. 16a.
Internal corner
consisting of:
TRIO corner TE 13 or corner TAE (alu)
alignment coupler BFD 20
(2 BFD for h = 2.70 m). Fig. 17.
For the number of alignment couplers
for other element heights, see TRIO
poster.
16
18
1 WDA 5/6
Plan view
TR 60
TRM 72
TRM 72
20
18
35
11 12
11
60
60
18
per 2 WDA 5/6
12
18
1 WDA 5/6
18
2 WDA 5
Fig. 16
TR 72
Fig.16a
TRM 72
TRM 72
25
20
60
40
60
18
per 1 WDA
20
18
2 WDA 5
TRM 72
TRM 72
30
X
60
60
Fig. 15a - 15f
13
50
Fig. 17

Right-angled corners with large wall
thicknesses
Wall thickness 60 cm
Permissible fresh concrete pressure
60 kN/m 2
Element connection with:
– alignment coupler BFD 20
3 BFD with h = 2.70 m and over a
length of L of 2.25 m per element joint
– compensation waler TAR 85 23
Fig. 18a + 18b.
Wall thickness 80 cm
Permissible fresh concrete pressure
60 kN/m 2
Element connection with:
– alignment coupler BFD 20
3 BFD with h = 2.70 m and over a
length of L of 3.0 m per element joint
– universal waler 245 26
waler stop 27
tie rod cylinder yoke 28
Fig. 19a + 19b.
80
60
240 TE
240
240
240
L
L
TE
240
240
60
120
90
60
Fig. 18a
80
90 TRM 72 240
240
120
Fig. 19a
L
L
26
20
20
B1 Corners
28
23
27
Fig. 18b
Fig. 19b
17

B1 Corners
Obtuse and acute corners
Angles from 75° can be shuttered with
the TRIO articulated corner TGE 14.
Fig. 20a + 20b.
The alignment couplers BFD are
assembled from the bottom up for
external and internal corners.
For the number of alignment couplers
for other element heights, see TRIO
poster.
External corner
The external corner should be stabilized
with compensation waler TAR 85 23.
Fig. 21.
Internal corner. Fig. 22.
Infills for external
and internal corners.
internal X external X
18
Angle
Wall thickness (cm)
20 25 30 35 36 40
165° 9.2 8.5 7.8 7.2 7.1 6.5
150° 6.2 4.9 3.5 2.2 1.9 0.9
135° 3.1 1.0 1.1 3.2 3.6 5.2
120° 0.5 3.4 6.2 9.1 9.7 12.0
105° 4.6 8.4 5.8 1.9 1.5 1.9
75° 13.8 7.3 0.8 5.7 7.0 12.2
Fig. 21
14
x
TR 60
14
120°
14
min 75°
max 165°
Fig. 20
3 3
3 3,3
TR 60
Fig. 22
x

90 T-junction
Es sind Wandstärken von 18 cm bis
60 cm stufenlos schalbar.
– wall thickness of d = 30 cm is without
infill. Fig. 23a.
– with wall thickness d < 30 cm, infill is
on the inside. Fig. 23b – d.
– with wall thickness d >30 cm, infill is
on the outside. Fig. 23e – f.
Infills are made with compensators.
These are:
wall thickness compensation WDA 18
or infill provided by contractor 50
Assembly
– Shutter the T-junction with TRIO corner
element TE 13.
– Shutter the opposite straight wall with
a TRIO element TR 90 15 or
TR 120 16.
Fig. 23a – 23h.
With two infills (wall thickness
compensation):
Insert one wall thickness
compensation each on the right and
left of the element.
Arrangement and number of
horizontal walers 85 24, 25 and
connection parts 55 see stopend with
timber. Fig. 35.
18
1 WDA 5/6
13
13
13
18
1 WDA 5/6
13
18
1 WDA 5
16
15
15
20
18
15
28
90
35
90
18
1 WDA 5/6
Fig. 23b
50
Fig. 23d
Fig. 23e
B2 T-junction
13
13
15
15
50 60
18
1 WDA 5
Fig. 23i
18
1 WDA 5/6
13
120 120
25
15
30
90
40
90
18
1 WDA 5
13
Fig. 23c
Fig. 23a
Fig. 23f
Fig. 23g 16 Fig. 23h
24 25
55
19

B2 T-junction
Obtuse wall connection
With large panel TR 270 x 240.
Fig. 24a.
With multi-panel TRM 72. Fig. 24b.
With wall thickness compensation
WDA 18 or timber. Fig. 24c.
With cam nut 19. Fig. 24d.
20
19
Fig. 24b
Fig. 24c
Fig. 24d
Fig. Fig. 24a

Wall offsets using wall thickness =
30 cm as an example
Wall offset ≤ 20 cm.
Prepared with:
– compensation waler TAR 85 23
– hook tie DW 15/400 29
– infill provided by contractor 50
– filler support 51
– element TR 30 17
– additional BFD 20 for 12 cm and more
wall offset.
Fig. 25.
Wall offset 21 – 80 cm
Consisting of internal and external
corner. Prepared with:
– element TR 60 11
– multi panel TRM 72 12
– TRIO corner TE 13
– compensation waler TAR 85 23
– hook tie 25
– infill provided by contractor 50
Fig. 26.
Wall offset 81 – 90 cm
Consisting of internal and external
corner. Prepared with:
– element TR 60 11
– multi panel TRM 72 12
– TRIO corner TE 13
– compensation waler TAR 85 23
– infill provided by contractor 50
– additional tie point 30
Fig. 27.
Wall offset 91 – 100 cm
Consisting of internal and external
corner. Prepared with:
– element TR 60 11
– multi panel TRM 72 12
– TRIO corner TE 13
– compensation waler TAR 85 23
– infill provided by contractor 50
Fig. 28.
Nailed boards make the adjustment of
the offset easier.
12
23
50
13
12
23
50
13
12
50
13
23
50 51
≤ 20
20
25
TRM 72 TRM 72 TRM 72
81 - 90
21 - 80
60
25
60
20
60
30
30
91 - 100
11
11
11
B3 Wall offset
60
17
29
TRM 72
60
TRM 72 TRM 72
60
23
23
Fig. 25
Fig. 26
30
Fig. 27
Fig. 28
21

B3 Wall offsets
Height offset
With height offsets, the alignment
couplers BFD 20 are mounted
alternately on the frame struts of the
left and right elements depending on
the offset.
Fig. 29
22
20
Fig. 29

With timber provided by contractor
≤ 10 cm
The infill is made with timber 50 cut
to size. Fig. 30.
– With an infill > 2.5 cm, tie centrally in
the timber.
– The alignment couplers BFD 20 are
arranged the same as with standard
elements.
– The wingnut swivel plate must overlap
the frames of the adjoining elements
by at least 1 cm.
TRIO Filler Plate LA from 6 to 36 cm.
Always place tie through the infill 52!
With identical infills on both sides, the
compensation waler TAR 85 23 is
attached with the hooks from above.
Fig. 31. Tie is placed in upper tie hole
a. Fig. 31a.
The lower compensation waler TAR
85 23 must be attached to the strut
with the hooks from below if a TRIO
element, e.g. multipanel TRM 72, is
present on the opposite side. Fig. 31b.
Tie is placed in the lower tie hole b.
Fig. 31a.
Fig. 31a
a
b
52
Fig. 31b
20
B4 Infill
50
52
23
Fig. 30
Fig. 31
23

B4 Infill
TRIO filler support TPP infill from
20 to 36 cm
consisting of:
– filler support 53 (2x)
– filler plate 21 mm 51
Fig. 32.
It should be fixed in such a way that
tie forces are transferred centrally
through the compensation waler TAR
85 23 to the neighbouring elements.
Fig. 33.
Mounting
Fig. 32a
24
max. 36
51
53
Fig. 32a
53
51
23
Fig. 32
Fig. 33

Stopend panel TR 24
for wall thicknesses of 24 cm.
Fig. 34.
– The stopend panel TR 24 54 can also
be used as a wall element.
– The element TR 30 can be used as a
stopend panel for wall thicknesses of
30 cm (without illustration).
Stopend with timber and filler plate
for walls of all thicknesses
Use without TR 270 x 240 at wall end.
Connection parts:
– waler 85 24
– stopend tie 25 with wingnut pivot plate
– tie bracket AH 55 with tensioning
fittings
Fig. 35.
Use with TR 270 x 240 at wall end
(without illustration).
Connection parts:
– waler 85 24 (3x)
– stopend tie 25 with wingnut pivot plate
The pressure of the concrete is
transferred to the TRIO elements by
the stopend ties and the walers 85.
24
25
54
55
B5 Stopends
Fig. 34
Fig. 35
25

B5 Stopends
Stopend panel reinforcement
without water bar
H = 2.70 m and 1.20 m
Consisting of:
– two external parts AT 3 56 for approx.
2.5 cm concrete slabs or two external
parts AT 5 for approx. 5 cm concrete
slabs
– a central part MT 57. Fig. 36.
The rubber lip 56.1 allows a continuous
reinforcement thickness of 16 mm.
Assembly
1. Position the first side of the formwork.
2. Attach the first external part AT 56 to
the formwork positioned using
alignment couplers BFD 20.
3. Fix first layer of reinforcement.
4. Position centre part MT 57.
5. Fix second layer of reinforcement.
6. Position closing formwork.
7. Insert second external part AT 56 into
the middle part MT.
8. Secure with alignment coupler
BFD 20.
Fig. 37
26
20
56 57
16* 16*
57
Fig. 36
* mm
56.1
56
c
c
b
c =
Concrete cover c:
d - b
2
- Ø Reinforcement
Fig. 37
d

Stopend panel reinforcement with
water bar
H = 2.70 m and 1.20 m.
Consisting of:
– two external parts AT 3 56 for approx.
2.5 cm concrete slab or two external
parts AT 5 for approx. 5 cm concrete
slab
– a centre part MT 58. Fig. 38.
The rubber lip 56.1 allows a continuous
reinforcement thickness of 16 mm.
Assembly
1. Position the first side of the formwork.
2. Attach the first external part AT 56 to
the formwork positioned using
alignment couplers BFD 20.
3. Fix first layer of reinforcement.
4. Position central part MT 58.
5. Fix second layer of reinforcement.
6. Position closing formwork.
7. Insert second external part AT 56
into the centre part MT.
8. Secure with alignment coupler
BFD 20.
Fig. 39a + 39b.
c =
c
c
Stopend panel reinforcement with
expanding water bar.
Consisting of:
– two external parts AT 56
– middle part MTF 58
– filler plates 51, provided by the
contractor
Fig. 39b.
20
56
58
51
d - b
b
- Ø Reinforcement
Fig. 39b
d
56.1
16* 16*
56
58
Fig. 38
* mm
B5 Stopends
Fig. 39a
Wall thickness d [cm]
b Concrete cover approx. ca. 25 mm Concrete cover approx. ca. 50 mm
H = 2,70 m [mm] 20 24/25 30 35/36 24/25 30 35/36 40
AT 270x3 – 2 2 2 2
AT 270x5 – 2 2 2 2
without water bar with water bar
MT 270x20 118 1 1
MT 270x24/25 158 1 1
MT 270x30 218 1 1
MT 270x35/36 268 1 1
without water bar with water bar
MTF 270x20 118 1 1
MTF 270x24/25 158 1 1
MTF 270x30 218 1 1
MTF 270x35/36 268 1 1
H = 1,20 m
AT 120x3 – 2 2 2 2
AT 120x5 – 2 2 2 2
without water bar with water bar
MT 120x20 118 1 1
MT 120x24/25 158 1 1
MT 120x30 218 1 1
MT 120x35/36 268 1 1
without water bar with water bar
MTF 120x20 118 1 1
MTF 120x24/25 158 1 1
MTF 120x30 218 1 1
MTF 120x35/36 268 1 1
27

B6 Working and
Concreting Scaffold
Concreting platform 120/270
Pre-assembled concreting platform
120/270 60
Fig. 40
Permissible operating weight
1.50 kN/m 2 .
Scaffold group 2
Assembly
1. Raise handrail frame 61 and secure
with pins 61.1. Fig. 40a.
2. Raise connection hook 62 until they
click into place. Fig. 41.
The sliding collar 62.1 must be at the
bottom. Fig. 41a.
3. Attach concreting platform 60 to
4-chain lifting gear. Fig. 42a + 42b.
The attachment points are marked in
yellow.
28
Fig. 42a
60
60
62.1
Fig. 41a
Fig. 40 61.1
62
Fig. 41
Fig. 42
62
61
Fig. 40a
61.1
Fig. 42b

Concreting platform 120/270
Assembly
4. Attach the concreting platform to the
upper edge of the formwork with the
connection hook. Use guide rope 62.3
from below. Fig. 43.
5. Detach 4-chain lifting gear. The safety
catch 62.2 grips under the frame profile
and secures. Fig. 44.
Visual check of the safety catch.
6. Attach side rail, e.g side rail 55.
The concreting platform must be
removed for storage of the elements.
62.2
B6 Working and
Concreting Scaffold
62.3
Fig. 43
Fig. 44
29

B6 Working and
Concreting Scaffold
Concreting platform 120/270
Always place in an inclined position
before lifting by crane.
Place handrail frame in an inclined
position
1. Take out cotter pin and safety pin 61.1.
2. Angle safety rail backwards at a max.
of 15.
3. Replace safety pin and secure with
cotter pin.
4. Safety rail is now in an inclined position.
Fig. 45a – 45d.
30
ca. 15°
61.1
Fig. 45a
Fig. 45c
Fig. 45b
Fig. 45d

Scaffold bracket TRG 80 and 120
A concreting scaffold is attached to
the TRIO formwork with scaffold
brackets 63. Fig. 46.
Allowed operating weight:
1.5 kN/m 2 . Scaffold Group 2
Decking and safety rails must attached
in such a way that they cannot tip or
bend.
– Scaffolding parts provided by the
contractor must be in accordance
with the relevant safety regulations
(in Germany, DIN 4420).
– Timber parts must be of at least
Sort Class S10 according to
DIN 4074 and must be identified
(BGR 169).
– Cross-section of the safety planks:
3 cm x 15 cm.
– Secure boards.
With extended formwork units, the
scaffolding is assembled in the course
of the pre-assembly.
Allowed load width in m for
wooden plank or board scaffold
decking
Table 8, DIN 4420 Part 1
Scaffold Group Plank or board width
(cm)
1, 2, 3 20
24 and 28
Board or plank thickness (cm)
3.0 3.5 4.0 4.5 5.0
1.25 1.50 1.75 2.25 2.50
1.25
1.75 2.25 2.50 2.75
63
270
B6 Working and
Concreting Scaffold
80
120
Fig. 46
31

B6 Working and
Concreting Scaffold
Scaffold bracket TRG 80 and 120
Assembly
1. Attach the scaffold brackets 63 in the
attachment holes of the elements. Fig.
47. Attachment is possible on the
horizontal, fig. 47a, and vertical, fig.
47b, element struts.
Visual check of the connection parts.
2. Lay out the decking planks from below
over the complete width of the
brackets and attach.
3. Insert safety rails and fasten with nails.
4. Attach side rails, e.g. FTF side rails
64. Fig. 48.
32
270
64
30
Fig. 47
63
Fig. 48
max. load width 2,10 m
Fig. 47a
Fig. 47b
max. support width 1,35 m

Guardrails
consisting of:
– handrail post holder TRIO 65
– handrail post HSGP 66
Fig. 49.
With a falling height > 3.0 m guardrails
on the scaffolding edge is necessary.
Assembly is carried out horizontally.
With vertical assembly, this is carried
out, for example, from a mobile
scaffold.
Assembly
1. Attach handrail post holder TRIO 65
in the connection holes of the
elements.
Only possible on vertical struts.
2. Secure with cotter pin.
3. Insert handrails HSGP 66.
4. Insert safety rails and secure with nails.
5. Assemble aide de levage TRP 67.
6. Lift with crane.
When raising the element, it should
be ensured that the safety rail is not
damaged by the crane sling. Fig. 50.
With extended formwork units,
assemble the guardrails during the
pre-assembly.
Dismantling
Do not lay formwork elements onto
the handrail post holders TRIO 65.
– Scaffolding parts provided by the
contractor must be in accordance
with the relevant safety regulations
(in Germany, DIN 4420).
– Timber parts must be of at least
Sort Class S10 according to
DIN 4074 and must be identified
(BGR 169).
– Cross-section of the safety planks:
3 cm x 15 cm.
– Secure boards with nails.
65
65
66
B6 Working and
Concreting Scaffold
> 3,0 m
Fig. 50
66
Fig. 49
max. load width 2,10 m
max. support width 1,35 m
33

B6 Working and
Concreting Scaffold
Platform system TRIO Platform
This is a platform system with
integrated access ladder 68.
Allowed operating weight:
1.5 kN/m 2 . Scaffold Group 2.
Assembled platforms remain on the
element for:
– transport across the building site
– folded up for transport between
building sites.
Height: 2.70 m, Fig. 51.
Move with 2 TRIO lifting hooks
1.5 tonne
Extended height: 5.40 m, fig. 52. Lift
using Erection Aid TRP.
Base extension height: 3.90 m
consisting of TR 120 x 240 and
TR 270 x 240. Fig. 53.
34
Fig. 53
Fig. 51
Fig. 52
68

Assembly
1. Lay formwork elements 10 onto a level
surface. Fig. 54.
2. Attach platform 68 to the horizontal
strut with pins 68.1. Fig. 55 + 55a.
3. Fold out the guardrails and lock in
place. Fig. 56, 56a – 56c.
Fig. 56c
Fig. 55a
68.1
10
68
Fig. 56b
B6 Working and
Concreting Scaffold
68.2
Fig. 56a
Fig. 54
Fig. 55
Fig. 56
35

B6 Working and
Concreting Scaffold
Assembly
Starting from the top.
4. Fold out the platforms 68.3. Fig. 57.
5. Fasten TRP strut 121 68.4. For the
lower attachment, press the platform
lightly forwards. Fig. 57a + 57b.
6. Install TRP push-pull props 68.5.
Fig. 57c + 57d.
36
68.5
7. Secure TRP push-pull props 68.5.
Fig. 58 + 58a.
Fig. 57c
68.6
68.5
Fig. 58a
Fig. 57a
Fig. 57d
68.4
68.4
Fig. 57b
68.3
Fig. 57
68.6
Fig. 58

Assembly
8. Secure TRP ladder 68.7 and the
Erection Aid TRP 68.8 with extended
units. Fig. 59.
9. Unfold side rails.
68.8
10. Secure external push-pull props (RSS)
68.9 for inclined support. Fig. 60.
11. Lift with crane and secure e.g. with
PERI Multi Monti.
68.7
B6 Working and
Concreting Scaffold
68.9
Fig. 59
Fig. 60
37

B7 Extensions
Extension instructions for horizontal
pre-assembly
up to h = 5.40 m
Keep to permissible load of 1.5 t
(TRIO lifting hook) and crane
capacity!
Extension possibilities, number and
arrangement of alignment couplers
BFD, compensation walers TAR 85
and formwork ties can be found on
the TRIO poster.
Element connection:
with one or more horizontal element
joints always use alignment coupler
BFD 20. Fig. 61a – 61d.
– Pre-assemble extension units
horizontally, with the formlining
downwards. Place timber or boards
underneath. Assembly surface must
be level.
Lift with crane. Fig. 62. Fig. 61a
Fig. 61b
Fig. 61c
38
TRIO Versetzhaken 1,5t
Art.-Nr. 023690
Betriebsanleitung
20
TR 30 / 60 / 72 TR 90 / 120 TR 270 x 240
≤ 5,40
4,80
2,70
2,70
Fig. 62
Fig. 61d

Extension instructions for horizontal
pre-assembly
up to h = 8.10 m
Element connection:
With extension units h > 5.40 m, the
element joints are made with
alignment couplers BFD 20 and
compensation walers TAR 85 23.
Fig. 63a + 63b.
When using an element TR 30 as the
last extension element, the upper tie
position does not have to be used.
– Pre-assemble the extension units
horizontally, with the formlining
downwards. Lay timber or boards
underneath. The assembly surface
must be level.
– Extension units up to a height of
h = 8.10 m can be lifted with a crane
without additional bracing.
Fig. 64.
20
TR 90 / 120
Fig. 63a
23
≤ 8,10
≥ 1,20
2,40
≤ 1,20
B7 Extensions
Fig. 64
2,70
Fig. 63b
39

B8 Foundation
formwork
Foundation strap
Foundation strap 80 is provided for
shuttering of single foundations
according to the so-called “arming
vane” principle. Attach fixing board 81
with nails. Fig. 65.
Foundation tie clamp
In the absence of lower tie positions
in strip and single foundations, the
foundation tie clamp is used with
perforated foundation ties.
Required perforated foundation tie
length:
foundation width + 50 cm
Assembly
1. Place elements onto the perforated
tie 86.
2. Attach the foundation tie clamp 85 in
the lowest connection hole with pin
85.1.
3. Attach perforated tie to the tensioning
lever 85.2.
4. Tension with ratchet spanner.
Permissible tensile force: 16 kN.
Fig. 66.
40
SW 14
85
max 1,0 m
80
85.2
2,70 m
max 2,40 m
85.1
Fig. 66
86
max. 1,20 m
86
12
85
81
ca. 25
Fig. 65

B9 Shaft formwork
Shaft element TSE
For fast striking and moving of shaft
formwork.
Load capacity 2.0 tonnes
– From TRIO element TR 30 there is the
possibility to connect TRIO elements
with shaft element TSE.
– The connection to TR 24 and TRIO
corner is not possible.
Minimum shaft width 1.30 m
Assembly
1. Insert shaft element 90 between two
TRIO elements. Fig. 67.
2. Secure with pin and cotter pin 90.1.
Fig. 68.
–With TRIO element TR 30 fasten in
the inner hole.
–With TRIO elements TR 60, 72, 90,
120 fasten in the outer hole.
3. Move element unit to place of use
and fasten to the internal formwork
with alignment couplers BFD. Fig. 69.
4. Bring shaft element into shuttering
position with crowbar. Press crowbar
downwards. Fig. 70a + 70b.
5. Position tie rod through the shaft
element.
42
2t
Fig. 69
≤ 30°
2t
2t
Fig. 67
2t
10
90.1
90
TR 30
Fig. 68
Fig. 70a + 70b

Shuttering
– The opposite infill in the external
formwork is 10 cm wide.
– Tie through the shaft element.
Fig. 71a.
Striking
Do not exceed crane capacity!
With rectangular shafts, an adjustable
crane sling is necessary due to the
varying lengths of the sides to achieve
as near as possible the same tensile
load on all four sides.
1.Dismantle tie components.
2. Attach crane sling to all four shaft
elements.
3. Pull gently and bring the shaft elements
with the crowbar into the striking
position. Fig. 72. The shuttering size
reduces by 2.5 cm on each side of the
shaft. Fig. 71b.
4. Pull up the whole internal shaft
formwork.
Extensions
Place shaft elements one above the
other and connect with pins 90.2.
Fig. 73.
2,5
45,5
90.2
10
B9 Shaft formwork
Fig. 73
18
2,5
Abb.71a
Fig. 71b
Fig. 72
43

B10 Circular
structures
TRIO polygonal
With suitable element widths and
infills, circular structures can be
shuttered with TRIO. See table below.
Ties are placed through the infills.
– In order not to detract from the
effectiveness of the alignment couplers
BFD 20, the elements may only deviate
by a max. of 2.6° from the centre point.
Fig. 74.
– The width of the internal infill
50 = min. 4 cm.
– The width of the external infill
50 = max. 10 cm. Fig. 75.
– Do not attach alignment coupler
BFD 20 on the struts. Fig. 76.
Minimum radii based on element widths
Element width min. radius R
deviation
from curve S
TR 30 3.55 m 4 mm
TR 60 6.90 m 7 mm
TR 72 8.25 m 8 mm
TR 90 10.25 m 11 mm
TR 120 13.60 m 14 mm
TR 240 26.95 m 28 mm
TR 270 30.30 m 31 mm
Plan view. Fig. 77.
44
2,6°
2,6°
2,6°
2,6°
Fig. 74
R
20
20 50
s
min. 4
max. 10
50
Fig. 75
Fig. 76
Fig. 77

Operating instructions
When using lifting equipment, the
following operating instructions
must be taken into consideration:
– TRIO lifting hooks
– TRIO lifting gear combi-2
– TRIO lifting gear 3
– pallets and stacking devices
TRIO Versetzhaken 1,5t
Art.-Nr. 023690
TRIO Kombigehänge-2
Art.-Nr. 044760
Betriebsanleitung Betriebsanleitung
Transportgehänge-3
Art.-Nr. 044770
Betriebsanleitung
B11 Lifting
equipment
Paletten und
Stapelrungen
Betriebsanleitung
45

C1 TRIO 330
Standard join
Connecting elements with alignment
coupler BFD 20. Fig. 78.
Amount: 3 pieces.
Up to concreting heights of 3.30 m,
only tie positions ➀ and ➂ are used.
Combination h = 330 with
h = 270
Fig. 79.
External corner
Element connection with alignment
coupler BFD 20.
Amount: 7 pieces.
Fig. 80.
46
330
➃
➂
➁
➀
270
20
20
330
Fig. 80
Fig. 79
Fig. 78

Obtuse and acute corners
External corners
Element connection with alignment
coupler BFD and compensation waler
TAR 85. Fig. 81.
Amount: 2 x 8 BFD 20
2 x 2 TAR 23
Internal corners
Element connection with alignment
coupler BFD. Fig. 82.
Amount: 2 x 5 BFD 20.
Extensions h = 330 with
h = 270
Element connection with alignment
coupler BFD and compensation waler
TAR 85. Fig. 83.
Amount h = 330: 2 x 6 BFD 20
2 x 3 TAR 23
Amount h = 270: 2 x 6 BFD 20
2 x 2 TAR 23
23
20
Fig. 81
23
C1 TRIO 330
20
3 3
3 3,3
Fig. 83
20
Fig. 82
47

C1 TRIO 330
Extension guidelines for horizontal
pre-assembly
with combination h = 330 + 270
Number of ties: 5 for each height
Fig. 84a.
with combination h = 270 + 330
Number of ties: 4 for each height
Fig. 84b.
Extension guidelines for horizontal
pre-assembly
up to 5.40 m
Fig. 84c.
Combination h = 330
+ 330 horizontal + 60
Fig. 84d.
48
600
540
270
330
Fig. 84a
Fig. 84c
540
600
270
330
240
Fig. 84b
Fig. 84d

Extension guidelines for horizontal
pre-assembly
up to h = 8.10 m
Element connection
With extension units h > 5.40 m,
element joins are made with alignment
coupler BFD 20 and compensation
waler TAR 85 23. Fig. 85a + 85b.
When using an element TR 30 as the
last extension element, the uppermost
tie position does not have to be used.
Fig. 85c.
– Pre-assemble extension units
horizontally, with the formlining
downwards. Place timber or boards
underneath. The assembly surface
must be level.
TR 90 / 120
20 23
Abb.85a
≤ 8,10
660
240
≥ 1,20
3,30
C1 TRIO 330
330
Fig. 85b
Fig. 85c
49

C2 TRIO Alu
When using TRIO Alu elements, the
same formwork guidelines apply as
with TRIO 270 steel.
– It can be combined with TRIO steel.
– Concrete pressure is 60 kN/m 2 , line 6.
– For element connection see A2.
Element widths for h = 2.70 m:
90/72/TAM 72/60/30 cm.
Fig. 86a – 86e.
–With extensions together with steel
elements, the Alu elements must be
on top.
– When using TRIO Alu elements, the
corners can be shuttered and struck
without a crane. Fig. 87.
50
72
TAM 72
Fig. 87
270
90
Fig. 86a
60 30
Fig. 86b
Fig. 86c Fig. 86d
Fig. 86e
60
TAE
72

TRIO Structure has been developed
for special concrete surfaces. See also
TRIO Structure brochure.
The TRIO frame element is delivered
with backing formlining 10.9 that can
be covered with profile boards 10.8
(plank pattern). Fig. 88.
When using TRIO Structure elements,
the same formwork guidelines apply
as for TRIO 270 steel.
It can be combined 100% with
TRIO 270 and TRIO 330 steel.
Assembly of profile boards
Attachment can be made from the
front or back.
Corner 90°. Fig. 89.
– element TSM 72 12
– element TS 60 11
– corner TSE 13
Corner 135°. Fig. 90.
– articulated corner TSGE 14
– element TSM 72 12
– element TS 60 11
– compensation waler TAR 85 23
12
10.9
10.8
TSM 72
TSM 72
11
TS 60
30 21 mm
TS 60
TSE
14
Fig. 89
TSGE
13
23
TSM 72
TS 60
C3 TRIO Structure
11
12
Fig. 90
Fig. 88
30 21 mm
51

D1 Care and
cleaning
Care tips
52
What should be done?
1. Spray new formwork all over with release agent,
e.g. PERI BIO Clean before first use.
2. Spray formwork with PERI Bio Clean after striking
each time, then clean.
3. For long storage periods, e.g. bad weather, store
formwork after cleaning and spraying.
4. Spray moving parts regularly with release agent
and/or grease as required.
5. Transport elements with suitable and secure
transport equipment and lifting gear.
6. Ensure proper storage of elements and
accessories. Prevents damage of the element
frames and accessories.
7. Do not throw or drop accessories.
8. Do not use unnecessary force during assembly
and dismantling.
Tips for cleaning
During cleaning, store the element securely!
It is not permitted to clean elements that are
hanging from a crane!
Remove concrete rest!
1. Spray the reverse side of the formwork with water
immediately after concreting.
2. After striking, spray the formwork all over with
PERI BIO Clean.
3. Before mechanical cleaning, remove nails, batons,
etc. from the formlining.
4. Use a suitable tool, e.g. scraper, to clean element
mechanically.
5. Brush elements after mechanical cleaning. Remove
dust and concrete residue.
6. If necessary, spray elements again after shuttering.
Why?
Provides fundamental protection against adhesion
and corrosion – before first soiling cover completely
with release agent.
Helps to remove concrete remains and eases
cleaning. Use of force and scraping is unnecessary.
Formliner / paint stay intact.
The frame is thus protected against corrosion &
formlining against weathering.
Removes rust, prevents corrosion and maintains
ease of movement of parts.
Prevents damage by incorrect transport.
Damage to the formlining caused by denting etc. is
also prevented.
The parts remain functional.
The parts remain functional.
Concrete not yet hardened and can be easily removed,
thus reducing cleaning effort.
Mixes and removes concrete residue, makes later
mechanical cleaning easier.
Prevents unnecessary enlargement of nail holes and
damage to formlining. Also prevents damage to
cleaning tools.
The formlining surface is clean for next use.

Small repairs can be made at the
building site, e.g. with veneer plugs
and timber pieces.
Large repairs, e.g. formlining change,
must be carried out by PERI or at a
suitable workshop.
Instructions can be found in the PERI
Cleaning and Repair Service brochure
or from PERI.
Necessary spare parts and tools can
be found in the PERI delivery
programme.
D2 Repair
53

TRIO Steel Panels, h = 2.70m
Panel TR 270x240 = 6.48m 2 329,00 022570
Fitted with 18mm Finply formlining.
Levering corner
Panel TR 270x120 = 3.24m 2 159,00 022510
Panel TR 270x30 = 0.81m 2 52,90 022560
Fitted with 18mm Finply formlining.
Levering corner
54
Also with levering corner as
from the year 2002
ø 24
ø 27
ø 24
ø 27
Weight kg Item no.
120
Detail:
The tapered tie hole allows
the tie to be angled at 6° in
any direction.
120
Detail:
The tapered tie hole allows
the tie to be angled at 6° in
any direction.
2700
300 300 300 300 300 300 300 300 300
120
150
540
2400
300 600 600 600 300
2700
100
25
1320
1200
300 300
75
75 680
25
100 150
2700
540
300
150
150
150
575
ø 24
ø 24
575

Panel TR 270x90 = 2.43m 2 112,00 022520
Panel TR 270x60 = 1.62m 2 80,30 022550
Fitted with 18mm Finply formlining.
Also with levering corner as
from the year 2002
Panel TR 270x72 = 1.94m 2 89,20 022530
Multi Panel TRM 270x72 = 1.94m 2 93,80 022540
For external corners, for oblique
angles, wall junctions, stopends etc..
Fitted with 18mm Finply formlining.
Complete with:
Plug 20/24 (44x)
Also with levering corner as
from the year 2002
Levering corner
Weight kg Item no.
2700
2700
300
720
900
300 300 300
2700
300 600 300 300 300 600 300
2700
30 30
30 30 30
25 49
25
300
720
600
ø 24
25
150 150
150
37
23
150
575
ø 24
575
55

TRIO Steel Panels, h = 1.20m
56
Weight kg Item no.
Panel TR 120x240 =2.88m 2 160,00 022514
Fitted with 18mm Finply formlining.
Panel TR 120x120 =1.44m 2 67,90 022600
Fitted with 18mm Finply formlining.
Panel TR 120x90 =1.08m 2 52,80 022610
Fitted with 18mm Finply formlining.
200 800 200
120
1200
300
300
300
300
1200
300 300
25 25
900
2400
300 600 600 600 300
150
1200
25
540 1320
540
300 300
25
150
325 150
150
300
300 300
1200
300

Weight kg Item no.
Panel TR 120x72 =0.86m 2 43,50 022620
Multi Panel TRM 120x72 =0.86m 2 51,90 022630
For external corners, for oblique
angles, wall junctions, stopends etc.
Fitted with 18mm Finply formlining.
Complete with:
Plug 20/24 (44x)
Panel TR 120x60 =0.72m 2 39,50 022640
Fitted with 18mm Finply formlining.
Panel TR 120x30 =0.36m 2 24,90 022650
Fitted with 18mm Finply formlining.
1200
300
720
1200
1200
300
1200
600 300 300
300
600
30
25 30 30
49
300
25
150
720
ø 20
25
150
30
37
150
37
23
ø 24
867
150
333
57

TRIO Steel Panels, h = 0.60m
58
Weight kg Item no.
Panel TR 60x90 = 0.54m 2 31,40 022790
Fitted with 18mm Finply formlining.
TRIO TR 60x60 panel = 0.36m 2 24,20 022810
Fitted with 18mm Finply formlining.
Panel TR 60x30 = 0.18m 2 14,60 022820
Fitted with 18mm Finply formlining.
Panel TR 60x72 = 0.43m 2 26,30 022800
Fitted with 18mm Finply formlining.
Inside Corner TE 60-2 = 0.36m 2 18,00 022840
Fitted with 18mm Finply formlining.
600
300 300
120
600
600
600
900
300 300 300
600
300
600
300
300
300
720
300
35
35
120
300
300

Inside Corner TE
For 90° inside corners.
Fitted with 18mm Finply formlining.
TE 270-2 = 1.62m 2 70,50 022580
TE 120-2 = 0.72m 2 33,50 022660
Articulated Corner TGE
For oblique angles from 75°.
Can be used internally and externally.
To be used as a 90° inside corner
with TVR 45/45 Offset Waler.
Fitted with Steel formlining.
Weight kg Item no.
TGE 270 = 1.62m 2 94,80 023200
TGE 120 = 0.72m 2 43,60 023300
2700
2700
300 300 300 300 300 300 300 300 300
300
Detail x
x
35
575
ø 24
575
292
300
300
300
300
300
300
300
300
300
584
33 30
30 30
ø 24
33
575
ø 24
575
1200
300
1200
120
300
300 300 300 300
300
35 120
35
300
ø 24
≥ 75°
584
865
333
300
300
300
300
292 33
33
ø 24
333
59

Shaft Panel TSE 270 = 0,27m2 124,00 105523
Shaft Panel TSE 120 = 0,12m2 For lifting complete internal formwork
in shafts. Height extendable.
Complete with:
Pin 20x140, galv. and
Cotter Pin 4/1 (7x bzw. 5x).
69,30 105524
Load-bearing point
Permissible load: 2000kg
Panel 135° Corner
for forming 135° corners.
60
25
Weight kg Item no.
Shuttered
Struck
Internal Panel TEI 270/135° 58,10 103317
TEI 120/135° 29,40 103284
External Panel TEA 270/135° 76,00 103337
TEA 120/135° 35,00 103330
55
100
290
600/720/900/1200 panel
300mm panel
190
135°
290
190
135°
135°
120
120
100
632
240
300
2700
455
297 600
1200
33
575
575
300 300 300 300 300 300 300 300 300
1560
569
1200
900 1200
297
33
33
2700
333
300 300 300 300

Stopend Panel Wall thickness d [cm]
b Concrete cover approx. 25mm Concrete cover approx. 50mm
H = 2.70m [mm] 20 24/25 30 35/36 24/25 30 35/36 40
AT 270x3 15,90 023060 – 2 2 2 2
AT 270x5 17,40 105953 – 2 2 2 2
without water bar without water bar
MT 270x20 27,50 023061 118 1 1
MT 270x24/25 31,00 023062 158 1 1
MT 270x30 37,30 023064 218 1 1
MT 270x35/36 42,30 023065 268 1 1
with water bar with water bar
MTF 270x20 29,50 023074 118 1 1
MTF 270x24/25 33,90 023075 158 1 1
MTF 270x30 39,00 023077 218 1 1
MTF 270x35/36 43,00 023076 268 1 1
H = 1.20m
c
c
b
MT
AT
MT
AT 120x3 7,17 023067 – 2 2 2 2
AT 120x5 7,84 105978 – 2 2 2 2
without water bar without water bar
MT 120x20 12,30 023068 118 1 1
MT 120x24/25 14,00 023069 158 1 1
MT 120x30 16,80 023071 218 1 1
MT 120x35/36 19,00 023072 268 1 1
with water bar with water bar
MTF 120x20 14,30 023081 118 1 1
MTF 120x24/25 14,90 023080 158 1 1
MTF 120x30 17,00 023078 218 1 1
MTF 120x35/36 18,80 023079 268 1 1
Without water bar MT With water bar MTF
AT
d
c
c
b
MTF
Without water bar With water bar
Concrete cover c c = d – b – ø of reinforcing bar.
2
Weight kg Item no.
AT
MTF
AT
d
61

Stopend Panel 24
For 240mm thick walls.
Can also be used as a wall panel.
Fitted with 18mm Finply formlining.
62
TR 270x24 = 0.65m 2
TR 120x24 = 0.29m 2
Filler Plate LA
Closes any gap from 60 to 360mm.
Weight kg Item no.
44,00 023040
20,60 023030
LA 270x36 = up to 0.97m 2 48,80 023170
LA 120x36 = up to 0.43m 2 24,30 023270
2700
150
150
2700
900 900 900
40
ø 24
240
570
570
25
620
575
575
120
40
1200
150
150
77
120
1200
400
550
40
ø 24
240
33
25
25
325
567
867
333

Wall Thickness Compensation WDA
For variations in wall thickness at corners.
To be clamped onto panel with
BFD Alignment Coupler.
21
(27)
98 (92)
96 21
36
Weight kg Item no.
WDA-2 270/5, steel = 0.14m 2 16,20 023182
WDA-2 270/6, steel = 0.16m 2 17,10 023192
WDA 270/10, alu = 0.27m 2 10,70 023995
WDA-2 120/5, steel = 0.06m 2 7,49 023282
WDA-2 120/6, steel = 0.07m 2 7,90 023292
WDA 120/10, alu = 0.12m 2 4,95 023990
Filler Support TPP, alu TPP 270 8,08 101813
TPP 120 3,61 101823
TPP 270/27 7,86 101834
TPP 120/27 3,35 101839
With nailing strip.
For infilling with 21mm
(27mm) plywood filler.
Filler Support TPA TPA 270 5,79 023460
TPA 120 2,53 023450
Coniferous timber.
For infilling with 21mm plywood filler.
Detail TPP
51
60
Detail TPA
50
66 32
60
2700
2700
430
40
430
60
max. 360
120
50/60/100
1200
150
150
570
570
430
150
1200
40
150
50/60/100
33
567
867
333
63

TRIO Accessories
Alignment Coupler BFD, galv. 4,05 023500
For all main connections.
Permissible Tension Force: 20kN.
164
60
max. 220 mm
Compensation Waler TAR 85 12,50 023550
Powder-coated, red.
For infilling, transfers tie forces, aligns.
Waler 85 8,67 023551
Powder-coated, yellow.
Without mounting hook.
Permissible Bending Moment: 4.4kNm
64
Weight kg Item no.
58
Clamping length
Projection Waler TVR45/45 8,91 023560
For connecting internal corners without
using TRIO TE Corners, particularly for
wall offsets.
288
45
30 30
52
450
850
40
450
260
64
Max compensation
width 360
40 30
45
25
80
51
180
60

Hook Tie DW15 L = 400, galv. 0,64 023650
Permissible Tension Force: 20kN.
Hook Tie Head DW15, galv. 0,42 023820
Permissible Tension Force: 20kN.
Stopend Tie TS, galv. 1,20 023640
For transmitting force from stopends into
panel frame.
Permissible Tension Force: 20kN.
Stacking Device TRIO, galv. 7,06 023390
For stacking and shifting 5 TRIO Panels
of any size. Allows the stack to be shifted
by crane or fork-lift truck.
4 devices are required for each stack.
Follow Instructions for Use.
Lifting device to BGR 500
Permissible load: 500kg
Weight kg Item no.
Lifting Pin TRIO 0,33 023440
Stacking Aid DW20 0,021 750303
Prevents the panels from slipping.
Protects formlining against damage.
Female thread
DW15
140
58
400
30 102
790
50
ø 33
Thread DW15
150
440
120
254
ø 22
58
Thread DW15
125
146
68
56
20
2nd to 5th panel with
formlining facing up
1st panel with formlining
facing down
ø 18
ø 25
65

66
Weight kg Item no.
Lifting Gear-3 TRIO 15,60 044770
For lifting stacks of panels.
Follow Instructions
for Use.
Lifting Gear Combi-2 TRIO 26,10 044760
For lifting stacks of panels and
TRIO Lifting Hooks or galvanized stacking
devices can be connected to the hooks.
Follow Instructions
for Use.
TRANSPORTGEHÄNGE-3
Art.Nr: 044770
Fabr.Nr:
Baujahr: 200
45°
ø
12 4300
Lifting Hook TRIO 1.5t 7,06 023690
Use 2 for each unit to be lifted!
Follow Instructions for Use.
Perm. load: 1500kg,
by max. angle of
inclination of 30°.
60°
Betriebsanleitung
beachten!
TR 330x240
ø 5x
TR 270x240
10
5x
N
8x
3100
Prüfplaket
S
4
≤ 30°
< 240cm
TRIO-Kombigehänge-2
Art.Nr: 044760
Fabr.Nr:
Baujahr: 200
Betriebsanleitung
beachten!
Prüfplaket
TR 330x240
S 5x
4 TR 270x240
5x
N
8x
< 240cm
1,50 t steel 1,50 t
0,75 t alu 0,75 t
184
3500
3500
510
®
TRIO-Versetzhaken 1,5t
Art.Nr.: 023690
Fabr.Nr.:
Baujahr: 199
Tragfähigkeit: 1,5t
Gehängeneigungswinkel max.30°
Betriebsanleitung beachten!
Schalung und Gerüste
80
110
60
208

52
20
60
24
Weight kg Item no.
Universal Waler 245 81,80 023920
For tying acute and obtuse angles of
thick walls. (eg bridge abutments).
Complete with:
Spacers (3x),
Hex. Bolt ISO 4014 M20x100-8.8, galv. (3x),
Hex. Nut ISO 7042 M20-8, galv. (3x),
and Compensation Washer 20 (6x).
Spacer adjustable
Requires 30mm spanner
Waler Stop 4,65 023930
Used in combination with Universal Waler 245.
Accessories:
Tie Rod Cylinder Yoke SW, galv. (1x) 2,10 022030
Wedge KZ (2x) 0,85 024240
Brace Connector TRIO, galv. 3,26 023660
For fixing Push-Pull Props and Kickers
to the TRIO panels.
Complete with:
Pin ø 16x42 and Cotter Pin 4/1.
Plug Ø 20/24mm 0,003 030300
For sealing tie holes ø 20 to 24mm, which
are not required.
Supplied in packs of 250 pcs.
20
2466
39x60 = 2340
3 x 80 = 240 46
160 222
20
140
ø 36
350
ø 28
ø 21
ø 19
130
132
80 52
41
80
80
ø 50
44
34
104
46
67

68
Weight kg Item no.
Top Tie Bracket-2 AH, galv. 2,00 023630
For anchoring independantly of the panel
grid, particularly in case of foundations
and extensions.
Permissible tie force
Hole ➊ = 15kN
Hole ➋ = 30kN
Foundation Strap TRIO 4,84 023800
For connecting TRIO Panels with 60mm
wide edge section assembled in the
“windmill” configuration.
Foundation Tie Clamp TLS 2,29 023010
For tying foundation formwork.
Complete with:
Captive Pin
Requires 14mm spanner.
Permissible Tension Force with Perforated
Foundation Tie: 16kN.
Perforated Foundation Tie, 16,90 023020
25m roll
For use with TRIO
Foundation Tie Clamp.
Permissible Tension Force: 16kN.
➊
➋
150
15
48
100
100
140
22
ø 25
30
50
80 142
50
342
182
SW 14
170
150
Clamping travel 55mm
145
136
65
60
75
90
88
21
51
60
61

Connector SB-1,2 - TRIO, DOMINO 48,80 027680
For single face formwork with SB 1 and 2
brace frame.
Load-bearing point
Perm. load of the crane lifting eye: 1000kg
with lifting chains ≤ 15° to the vertical
Accessories:
Pins ø 19x165, galv. SB-TRIO (2x) 0,40 027690
Connector SB-A,B,C - TRIO, DOMINO 8,76 025740
One for each tie point
Accessory:
Pin ø 19x165, galv. 0,40 027690
(One for each connection)
Pin ø 19x165, galv. 0,40 027690
For 120mm thick formwork panels.
Weight kg Item no.
117
203
250
B 15
130
120
ø 35
min 1270 max 1650
125
8
60
1770
cam nut 50
145
165
ø 21
ø 21
20
120
240
25 25
ø 19
25
25
60
130
160
265
650
490
69

Concreting Platform 120x270 130,00 022950
Preassembled 2.7m wide working and
concreting platform, which is mounted
on the panel from above with self-locking
mechanism.
Always lift with 4-chain Lifting Gear!
Crane lifting points are yellow for easy
identification.
Permissible Load: 150kg/m 2
Scaffold Bracket TRG
Secured automatically when mounted
on horizontal or vertical struts.
Permissible Load: 150kg/m 2
Allowable Spacing: 1.35m
70
Weight kg Item no.
TRG 80 12,70 023670
TRG 120 16,80 023680
163
163
312
635
185
115
440 1800 440
328
TRG 80
200
80
120
895
635
560
115 185
120
65 35
200
2680
1164
1051
1821
1262
560
995
1210
TRG 120
120
65
35
1051
1821

Scaffold Bracket TRG 100/112 13,10 023590
For mounting on horizontal and vertical
intermediate struts. Mounting on the top
struts allows the scaffold planking to extend
right to the front edge of the formlining.
Complete with:
Pin (1x) and Cotter Pin 4/1 (2x).
Permissible Load: 150kg/m 2
Allowable Spacing: 1.35m
Weight kg Item no.
Accessories:
Handrail Post HSGP 3,54 034580
Handrail Post Holder TRIO 2,56 101592
Required from 3.0m drop, to comply with
ZH 1/603 of German Association for the
Building Trade.
Maximum width of load to be carried = 1.35m.
Permissible l for 3x15 handrail boards = 2.10m.
Complete with:
Cotter Pin 4/1 (1x)
Accessories:
Handrail Post HSGP 3,54 034580
Handrail Post HSGP 3,54 034580
Mounted on safety handrail post holder
TRIO, or TRIO scaffold bracket TRG 100/112.
155
43
213
213
560
290
115
185
ø 20
120
max 154
110
216
35
39
65
> 3000
1050
758
981
1300
1050
44
76
Max span
l = 2.10m
71

1
PERI International
PERI GmbH
Rudolf-Diesel-Strasse
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Phone 07309/950-0
Telefax 07309/951-0
info@peri.de
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PERI Formas e
PERI spol. s r.o.
PERI (L.L.C.)
PERI Formwork
PERI GmbH
PERI Cimbras y Andamios, S.A.
Escoramentos Ltda.
Pribylinská 10
Brashy Building, Office No. 212 Engineering Ltd.
Krasnopresnenskaja
de C.V.
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PERI GmbH
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