Peri Trio Operator's manual

Edition 01 | 2017
TRIO
Panel Formwork
Instructions for Assembly and Use – Standard Configuration
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TRIO Panel Formwork
Instructions for Assembly and Use – Standard Configuration
Content
Overview
Main components 1
Key 2
Presentational reference 2
Introduction
Target groups 3
Additional technical documentation 3
Intended use 4
Instructions on use 4
Care and maintenance instructions 5
Safety instructions
Cross-system 6
System-specific 7
Storage and transportation 7
General
A1 Storage and transportation 8
– Stacking Device MAXIMO 8
– Setting down panels individually 10
– Turning panels individually 11
– Transportation on the construction site 12
– Putting loads into the stacking device 13
– Stacking Aid TRIO Corner 14
A2 Standard operating sequence 15
A3 Panels 19
– Panel overview 19
A4 Panel connections 21
– Alignment Coupler BFD 21
– Compensation Waler TAR 85 22
A5 Tie points 23
– Tie System DW 15 (Standard) 23
– Tie System DW 20 23
– Inclined anchorage with DW 15 24
A6 Push-Pull Props 25
– Brace Connector TRIO 25
– Base Plate RS 25
A7 Corners 27
– Right-angled corners 27
A8 Oblique Angles 29
– Obtuse and acute-angled corners 29
A9 T-junctions 30
– 90° T-junctions 30
– Obtuse-angle wall connections 31
A10 Offsets 32
– Wall offsets 32
– Height offsets 33
A11 Length compensations 34
– Timber supplied by contractor 34
– TRIO Filler Plate LA 34
– TRIO Filler Profile TPP 35
A12 Stopend formwork 36
– Stopend Panel TR 24 36
– Timber and filler plywood 36
– Stopend panel without water bar 37
– Stopend panel with water bar 38
– Stopend panel with expandable water bar 38
– Stopend Waler height 270 39
– Stopend Waler height 330 40
A13 Working and concreting platforms 41
– Concreting Platform TRIO 120 x 270 41
– Bracket System – MAXIMO MXK 51
– Scaffold Brackets TRG 80 and TRG 120 52
– Guardrail Post Holder TRIO 53
A14 Extensions 54
– Extensions up to h = 5.40 m 54
– Extensions up to h = 8.10 m 55
A15 Parapets, Foundations, Beams 56
– Tension and Compression Brace 56
– Foundation Tie Clamp TRIO TLS 57
– Foundation Strap TRIO 58
A16 Circular structures 59
– Polygonally formed TRIO Panels 59
A17 Shaft formwork 60
– Shaft Element TSE 60
System supplements
B1 TRIO 330 72
– Standard joint 72
– Combination 330 + 270 72
– External corners 72
– Obtuse and acute-angled corners 73
– Extension h = 330 + 270 73
– Extensions up to h = 5.40 m 74
– Extenions h = 6.00 m 74
– Extensions up to h = 8.10 m 75
B2 TRIO Alu 76
– TRIO Aluminium Panels 76
B3 TRIO Structure 77
– TRIO Structure Panels 77
Components
TRIO Panel Formwork 78
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1
A13
A9
A8
A14
A7
A12
A6
A5 A3 A4
A11
A10
TRIO Panel Formwork
Instructions for Assembly and Use – Standard Configuration
Overview
Main components
A3 Panels
A4 Panel connections
A5 Tie Technology
A6 Push-Pull Props, Kickers
A7 90° Corners
A8 Oblique angles
A9 T-Junctions
A10 Offsets
A11 Length compensations
A12 Stopend formwork
A13 Working and concreting platforms
A14 Extensions
Without illustrations:
A15 Parapets, Foundations, Beams
A16 Circular structures
A17 Shaft formwork
B1 TRIO 330
B2 TRIO Alu
B3 TRIO Structure
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2
Overview
Key
Pictogram | Definition
Safety instructions
Note
Load-bearing point
Visual check
Tip
Safety helmet
Safety shoes
Safety gloves
Safety glasses
Personal protective equipment
to prevent falling from a height
(PPE)
Misapplication
Dimension specifications
Dimensions are usually given in cm.
Other units of measure, e.g. m, are
shown in the illustrations.
Conventions
Instructions are numbered with:
1. ....., 2. ....., 3. .....
The result of an instruction is shown
by: 
Position numbers are clearly provided
for the individual components and are
given in the drawing, e.g. 1, in the
text in brackets, for example (1).
Multiple position numbers, i.e. alter-
native components, are represented
with a slash, e.g. 1 / 2.
Arrows
Arrow representing an action
Arrow representing a reaction of an action*
Forces
Presentational reference
The illustration on the front cover of
these instructions is understood to be
a system representation only.
The assembly steps presented in these
Instructions for Assembly and Use are
shown in the form of examples with
only one component size. They are
correspondingly valid for all component
sizes contained in the standard configu-
ration.
For a better understanding, detailed
illustrations are partly incomplete. The
safety installations which have possibly
not been featured in these detailed
drawings must nevertheless still be
available.
TRIO Panel Formwork
Instructions for Assembly and Use – Standard Configuration
* If not identical to the action arrow.
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3
Introduction
Target groups
Additional technical documentation
* Valid in Germany: Regulations for
Occupational Health and Safety on
Construction Sites 30 (RAB 30).
** Instructions are given by the
contractor himself or a competent
person selected by him.
Poster: TRIO
Instructions for Use:
– Lifting Hook MAXIMO 1.5 t
– Lifting Gear Combi MX
– Lifting Gear MX
– Pallets and Stacking Devices
– Concrete Cones
– PERI Bio Clean
Data Sheet: Anchor Bolt PERI 14/20 x 130
PERI Design Tables – Formwork and Shoring
Brochure: TRIO
Contractors
These Instructions for Assembly and
Use are designed for contractors who
either
assemble, modify and dismantle the
formwork systems, or
use them, e.g. for concreting, or
allow them to be used for other work
operations, e.g. carpentry or electrical
work.
Competent person
(Construction Site Coordinator)
The Safety and Health Coordinator*
is appointed by the client,
must identify potential hazards during
the planning phase,
determines measures that provide
protection against risks,
creates a safety and health plan,
coordinates the protective measures
for the contractor and site personnel
so that they do not endanger each
other,
monitors compliance with the
protective measures.
Competent person qualified to carry
out inspections
Due to the specialist knowledge gained
from professional training, work experi-
ence and recent professional activity,
the competent person qualified to carry
out inspections has a reliable under-
standing of safety-related issues and
can correctly carry out inspections.
Depending on the complexity of the
inspection to be undertaken, e.g. scope
of testing, type of testing or the use of
a certain measuring device, a range of
specialist knowledge is necessary.
Qualified persons
Formwork systems may only be assem-
bled, modified or dismantled by person-
nel who are suitably qualified to do so.
For the work to be carried out, the quali-
fied persons must have received in-
structions** which contain at least the
following points:
Explanation of the plan for the assem-
bly, modification or dismantling of the
formwork in an understandable form
and language.
Description of the measures for
assembling, modifying or dismantling
the formwork.
Designation of the preventive meas-
ures to avoid the risk of persons and
objects falling.
Designation of the safety precautions
in the event of changing weather
conditions which could adversely
affect the safety of the formwork
system as well as the persons
concerned.
Details regarding the permissible
loads.
Description of any other risks that are
associated with the assembly, modifi-
cation or dismantling procedures.
In other countries, ensure that the
relevant national guidelines and
regulations in the respective cur-
rent version are complied with!
If no country-specific regulations
are available, it is recommended
to proceed according to German
rules and regulations.
A competent person must be
present on site during formwork
operations.
TRIO Panel Formwork
Instructions for Assembly and Use – Standard Configuration
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4
Intended use
Introduction
Application
The standard configuration includes
formwork for vertical walls up to 8.10 m
high and wall thicknesses from 18 to
40 cm including Push-Pull Props and
safety equipment.
As anchor systems, DW 15 or DW 20
are used.
System dimensions
Panels are available in the following
heights:
3.30 m (steel)
2.70 m (steel and aluminium)
1.20 m (steel)
0.90 m (aluminium)
0.60 m (steel)
The panel size increments are 30 cm.
Product description
PERI products have been designed
for exclusive use in the industrial
and commercial sectors by qualified
personnel only.
PERI TRIO is a panel formwork used
for forming walls and columns with
different dimensions.
The panels can be used both vertically
and horizontally.
TRIO only requires a few panel widths.
Only one part is required for all panel
connections, the Alignment Coupler
BFD. This allows compensations up
to 10 cm and height extensions up to
5.40 m without any additional bracing.
System components such as the Shaft
Panel or the Stopend Panel for continu-
ous reinforcement and the installation of
water bars make forming operations
very easy.
Accessories such as concreting
plattforms and a complete platform
system provide safe working conditions.
Components made of steel are coloured
red – aluminium components are yellow
powder-coated.
Instructions on use
The use in a way not intended, deviating
from the standard configuration or the
intended use according to the Instruc-
tions for Assembly and Use, represents
a misapplication with a potential safety
risk, e.g. risk of falling.
Only PERI original parts may be used.
The use of other products and spare
parts is not allowed.
Changes to PERI components are not
permitted.
Technical data Fresh concrete pressure
according to DIN 18218
Evenness according to
DIN 18202
TRIO 270 Steel
Hydrostatic pressure 67.5 kN/m² line 7
Constant pressure 56.0 kN/m² line 7
Constant pressure 81.0 kN/m² line 6
TRIO 270 Alu
Hydrostatic pressure 67.5 kN/m² line 7
TRIO 330
Hydrostatic pressure 82.5 kN/m² line 7
Constant pressure 75.0 kN/m² line 7
Constant pressure 83.0 kN/m² line 6
TRIO Panel Formwork
Instructions for Assembly and Use – Standard Configuration
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5
Introduction
Care and maintenance instructions
In order to maintain the value and
operational readiness of the formwork
materials over the long term, clean the
panels after each use.
Some repair work may also be inevitable
due to the tough working conditions.
The following points should help to keep
cleaning and maintenance costs as low
as possible.
Spray the formwork on both sides with
concrete release agent before each use;
this allows easier and faster cleaning
of the formwork. Spray the concrete
release agent very thinly and evenly!
Spray the rear side of the formwork with
water immediately after concreting; this
avoids any time-consuming and costly
cleaning operations.
When used continuously, spray the
panel formlining with concrete release
agent immediately after striking; then
clean by means of a scraper, brush or
rubber lip scraper. Important: do not
clean formlining made of plywood with
high-pressure equipment; this could
result in the formlining being damaged.
Fix box-outs and mounting parts with
double-headed nails; as a result, the
nails can easily be removed later, and
damage to the formlining is largely
avoided.
Close all unused anchor holes with
plugs; this eliminates any subsequent
cleaning or repair work. Anchor holes
accidentally blocked with concrete are
freed by means of a steel pin from the
formlining side.
When placing bundles of reinforcement
bars or other heavy objects on horizon-
tally-stored formwork elements, suita-
ble support, e.g. square timbers, is to
be used; as a result, impressions and
damage to the formlining are largely
avoided.
Internal concrete vibrators should be
fitted with rubber caps if possible; as
a result, any damage to the formlining
is reduced if the vibrator is accidently
“inserted” between the reinforcement
and formlining.
Never clean powder-coated components,
e.g. panels and accessories, with a
steel brush or hard metal scraper;
this ensures that the powder-coating
remains intact.
Use spacers for reinforcement with
large-sized supports or extensive areas
of support; this largely avoids impres-
sions being formed in the formlining
when under load.
Mechanical components, e.g. spindles
or gear mechanisms, must be cleaned
of dirt or concrete residue before and
after use, and then greased with a
suitable lubricant.
Provide suitable support for the
components during cleaning so that no
unintentional change in their position is
possible.
Do not clean components suspended
on a crane.
TRIO Panel Formwork
Instructions for Assembly and Use – Standard Configuration
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Safety instructions
Cross-system
General
The contractor must ensure that the
Instructions for Assembly and Use sup-
plied by PERI are available at all times
and understood by the site personnel.
These Instructions for Assembly and
Use can be used as the basis for creat-
ing a risk assessment. The risk assess-
ment is compiled by the contractor.
These Instructions for Assembly and
Use do not replace the risk assessment!
Always take into consideration and
comply with the safety instructions and
permissible loads.
For the application and inspection of
PERI products, the current safety
regulations and guidelines valid in the
respective countries must be observed.
Materials and working areas are to be
inspected on a regular basis, especially
before each use and assembly, for:
signs of damage,
stability and
functionality.
Damaged components must be
exchanged immediately on site and
may no longer be used.
Safety components are to be removed
only when they are no longer required.
Components provided by the contractor
must conform with the characteristics
required in these Instructions for
Assembly and Use as well as all valid
construction guidelines and standards.
Unless otherwise indicated, this applies
in particular to:
Timber components: Strength Class
C24 for Solid Wood according to
EN 338.
Scaffold tubes: galvanised steel tubes
with minimum dimensions of
Ø 48.3 x 3.2 mm according to
EN 12811-1:2003 4.2.1.2.
Scaffold tube couplings according to
EN 74.
Deviations from the standard configura-
tion are only permitted after a further
risk assessment has been carried out
by the contractor.
On the basis of this risk assessment,
appropriate measures for working and
operational safety as well as stability are
to be determined.
Corresponding proof of stability can be
provided by PERI on request if the risk
assessment and resulting measures to
be implemented are made available.
Before and after exceptional occurrences
that may have an adverse effect regard-
ing the safety of the formwork system,
the contractor must immediately
create another risk assessment, with
appropriate measures for ensuring
the stability of the formwork system
being carried out based on the
results,
arrange for an extraordinary inspec-
tion to be carried out by competent
person qualified to do so. The aim
of this inspection is to identify and
rectify any damage in good time in
order to guarantee the safe use of
the formwork system.
Exceptional occurrences can include:
accidents,
longer periods of non-use,
natural events, e.g. heavy rainfall,
icing, heavy snowfall, storms or
earthquakes.
Assembly, modification and
dismantling work
Assembly, modification or dismantling
of formwork systems may only be car-
ried out by qualified persons under the
supervision of a competent person. The
qualified persons must have received
appropriate training for the work to be
carried out with regard to specific risks
and dangers.
On the basis of the risk assessment
and Instructions for Assembly and Use,
the contractor must create installation
instructions in order to ensure safe
assembly, modification and dismantling
of the formwork system.
The contractor must ensure that the
personal protective equipment required
for the assembly, modification or
dismantling of the system, e.g.
safety helmet,
safety shoes,
safety gloves,
safety glasses,
is available and used as intended.
If personal protective equipment against
falling (PPE) is required or specified in
local regulations, the contractor must
determine appropriate attachment points
on the basis of the risk assessment.
The personal protective equipment
against falling to be used is determined
by the contractor.
The contractor must
provide safe working areas for site
personnel which are to be reached
through the provision of safe access
ways. Areas of risk must be cordoned
off and clearly marked.
ensure the stability during all stages
of construction, in particular during
assembly, modification and disman-
tling operations.
ensure and prove that all loads can
be safely transferred.
Utilisation
Every contractor who uses or allows
formwork systems or sections of the
formwork to be used, has the responsi-
bility for ensuring that the equipment is
in good condition.
If the formwork system is used succes-
sively or at the same time by several
contractors, the health and safety
coordinator must point out any possible
mutual hazards and all work must be
then coordinated.
TRIO Panel Formwork
Instructions for Assembly and Use – Standard Configuration
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7
Safety instructions
Storage and transportation
When storing and transporting compo-
nents ensure that no unintentional
change in their position is possible.
Detach lifting accessories and slings
from the lowered components only if
they are in a stable position and no
unintentional change is possible.
Do not drop the components.
Use PERI lifting accessories and slings
as well as only those load-bearing
points provided on the component.
During the moving procedure
ensure that components are picked
up and set down so that unintentional
falling over, falling apart, sliding,
falling down or rolling is avoided.
no persons are allowed to remain
under the suspended load.
The access areas on the jobsite must be
free of obstacles and tripping hazards as
well as being slip-resistant.
For transportation, the surface used
must have sufficient load-bearing
capacity.
Use original PERI storage and transport
systems, e.g. crate pallets, pallets or
stacking devices.
System-specific
Do not exceed the permissible fresh
concrete pressure.
Retract components only when the
concrete has sufficiently hardened and
the person in charge has given the
go-ahead for striking to take place.
Anchoring is to take place only if the
anchorage has sufficient concrete
strength.
During striking, do not tear off the
formwork panels with the crane.
If a storm warning is given, additional
Push-Pull Props are to be attached
or other bracing measures are to be
carried out along with implementing
the details contained in the PERI design
tables.
TRIO Panel Formwork
Instructions for Assembly and Use – Standard Configuration
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8
β
11
1
TRIO Panel Formwork
Instructions for Assembly and Use – Standard Configuration
A1 Storage and transportation
Storage
PERI provides stacking devices for safe
storage of the panels.
The corners of the panels are placed in
four stacking devices.
Stacking Device MAXIMO
– Only panels of the same size are
to be transported in one stack!
– Use Lifting Gear Combi MX or
4-sling lifting gear.
– On each stacking device, attach
a hook (11a) to one load-bearing
point (1a).
J Four load-bearing points
(Fig. A1.03)
Stacking devices (1)
– are suitable for lifting by crane or
forklift.
– can also be moved with the PERI
Pallet Lifting Trolley.
– can be lifted using the longitudinal
as well as front sides.
(Fig. A1.01)
Pos. Aids Item no.
1 Stacking Device MAXIMO 115058
11 Lifting Gear Combi MX 117321
Perm. load-bearing capacity
650 kg/device = 2.6 t/stack
Number of panels per stack
2 – 5 TRIO Panels of one size
Crane sling angle ß ≤ 45°
4-sling lifting gear L = 3.0 m (Fig. A1.02)
Max. stacking height
3 stacking devices on top of each other
1a
Use only one
load-bearing point.
Fig. A1.01
Fig. A1.02
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11
TRIO Panel Formwork
Instructions for Assembly and Use – Standard Configuration
A1 Storage and transportation
Transport
PERI provides lifting accessories e.g.
Lifting Gear Combi MX (11), for ensuring
safe transportation.
Risk of slipping!
The panels should not be treated
with concrete release agent
immediately before transport.
– During moving operations, no
persons are allowed to remain
under the suspended load.
– Ensure transport units are
correctly stacked and secured.
– Use PERI lifting accessories and
slings.
– Use the designated load-bearing
points on the components.
– Store, transport and move
components ensuring that no
unintentional change in their
position is possible.
– Detach lifting accessories and
slings from the lowered compo-
nents only if they are in a stable
position and no unintentional
change is possible.
Unloading the stacking devices
Unload the stacks using the crane with
the help of Lifting Gear Combi (11) or
4-sling lifting gear. (Fig. A1.03)
1. Attach load hook (11a) to the
load-bearing point (1a) of the stacking
device – 4x. (Fig. A1.01 + A1.03)
2. Lift the stack with the crane and
place on the ground.
Fig. A1.03
1a
1a
11a
1a
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10
12
TRIO Panel Formwork
Instructions for Assembly and Use – Standard Configuration
A1 Storage and transportation
As an alternative to the locking pins
of the lifting gear (12), the locking pins
of the Lifting Gear Combi (11) can also
be inserted into the drilled holes of the
panels.
Setting down panels
individually
Remove panels (10) individually or max.
4 panels as a stack from the stacking
devices. (Fig. A1.04)
Pos. Lifting accessory Item no.
10 Panel TR/4 according to size
11 Lifting Gear Combi MX 117321
12 Lifting Gear MX 117322
1. Insert locking pins (12.1) of the lifting
gear (12) into the drilled holes of the
top panel as far as possible – 4x.
(Fig. A1.04 + A1.04a + A1.04b)
2. Attach Lifting Gear MX to the crane.
3. Lift panel out of the stacking device.
(Fig. A1.05)
4. Place timbers on the ground.
5. Position the panel on timbers.
6. Remove locking pins – 4x. Fig. A1.04
Fig. A1.04a
Fig. A1.05
Fig. A1.04b
Ground
View “X”
„X“
12.1
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13
13
TRIO Panel Formwork
Instructions for Assembly and Use – Standard Configuration
A1 Storage and transportation
Fig. A1.06
Fig. A1.07
Fig. A1.08
Formlining side
Frame side
Turning panels individually
Pos. Lifting accessory Item no.
10 Panel TR/4 according to size
11 Lifting Gear Combi MX 117321
12 Lifting Gear MX 117322
13 Lifting Hook MAXIMO 1.5 t 115168
1. Attach lifting hook (13) to the panel –
2x. (Fig. A1.06)
2. Turn panel, i.e. pull upwards while
suspended on the crane using the
lifting hook until the panel is in a
vertical position, and then slowly
lower onto the timbers with the
formlining facing downwards.
(Fig. A1.06 + A1.07 + A1.08)
Ensure that the chain is always
tensioned!
The bottom panel is already placed in
position with the formlining facing
downward and does not have to be
turned.
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12
30
44
12
TRIO Panel Formwork
Instructions for Assembly and Use – Standard Configuration
A1 Storage and transportation
Height
Stack of panels
Fig. A1.09a
Fig. A1.09
Fig. A1.09b
5 cm
„A-A“
5 cm
> 15 cm
A
A
Transportation on the
construction site
As stacks and without stacking
device
– Transport a max. of 5 panels placed
on top of each other as one stack or
lift out of stacking device.
– The tie rod must be approx. 15 cm
longer than the height of the stack.
Pos. Components Quantity
12 Lifting Gear MX 1x
30 Tie Rod DW 15 2x
44 Wingnut DW 15 2x
(Fig. A1.09)
1. Hold both tie rods (30) against the
stack of panels in order to compare
the height of the stack with the
length of the tie rod.
2. Screw a Wingnut (44) onto each
protruding end of the tie rod.
Leave approx. 5 cm between the
stack and wingnut.
(Fig. A1.09a)
3. Insert the long end of the tie rod into
one external tie hole of the panel
until resting against the wingnut.
(Fig. A1.09a)
J At the bottom, tie rod protrudes
approx. 5 cm.
4. Insert second tie rod (30) into the
external tie hole which is positioned
diagonally to the first tie rod.
(Fig. A1.09)
Middle holes remain open.
5. Insert locking pins of the lifting gear
by hand as far as possible into the
holes on the side of the bottom panel
– 4x.
6. Lift up stack with the crane.
J The tie rods prevent the panels from
moving.
(Fig. A1.09)
Do not use the hammer to fix locking
pin, only insert by hand.
(Fig. A1.09b)
Have all four locking pins been
completely inserted into the holes?
If necessary, clean tie holes and
holes on the side for the locking pins.
Alternatively, steel straps can also be
used to secure the stack (not shown
here).
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13
1
TRIO Panel Formwork
Instructions for Assembly and Use – Standard Configuration
A1 Storage and transportation
Putting loads into the
stacking device
– Ensure transport units are
correctly stacked and secured.
– Follow Instructions for Use for
pallets and stacking devices.
– For reasons of safety, the panels
should never be treated with a
concrete release agent immediately
before transport.
Stacking devices (1)
– are suitable for lifting by crane or
forklift,
– can also be moved with the PERI
Pallet Lifting Trolley,
– can be lifted both from the
longitudinal and front sides.
1. Place the first panel with the
formlining facing downwards on the
rectangular tubes (1.2). (Fig. A1.10)
2. Place the second panel with the
formlining facing upwards in the
stacking device. (Fig. A1.11)
J The vertical support plate (1.1)
positions the panel and now allows
safe transportation of the panels.
3. Place other panels with the formlining
facing upwards until the maximum
number of panels has been reached.
Use only one
load-bearing point.
Fig. A1.10
Fig. A1.11
1.1
1.2
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14
3
2
4
4
4
3
3
TRIO Panel Formwork
Instructions for Assembly and Use – Standard Configuration
A1 Storage and transportation
Stacking Aid TRIO Corner
Risk of slipping!
Stacking aids are to be used only
in conjunction with transportation
straps.
Pos. Component Item no.
2Stacking Aid TRIO Corner 124554
3
Stacking Aid TRIO Corner LI 128313
4
Stacking Aid TRIO Corner RE 128494
(Fig. A1.12a + A1.12b + A1.12c)
Installation
Take into account there are right and left
versions. (Fig. A1.13)
Transport position
(Fig. A1.14)
Transportation strap
Fig. A1.12a
Fig. A1.12b Fig. A1.12c
Fig. A1.13
Fig. A1.14
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15
TRIO Panel Formwork
Instructions for Assembly and Use – Standard Configuration
A2 Standard operating sequence
Assembling the primary
formwork
– Secure panels against tipping
over and wind forces!
– Secure Push-Pull Props first, and
then release crane lifting gear!
– Follow Instructions for Use for
Lifting Hook MAXIMO 1.5 t!
1. Mount Brace Connector TRIO on the
horizontal panel, see Section A6.
2. Mount Push-Pull Prop, see Section A6.
– on the first panel: 2 Push-Pull
Props.
– second panel onwards: 1 Push-Pull
Prop. (Fig. A2.01)
3. Mount Lifting Hook MAXIMO 1.5 t.
4. Attach the 2-sling lifting gear.
5. Transport panel to place of operation
by crane. (Fig. A2.02)
6. Secure Push-Pull Props,
see Section A6.
7. Release crane lifting gear.
Fig. A2.01
Fig. A2.02
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16
Mounting the closing
formwork
with working and concreting
platform
Install top anchor first.
Release 2-sling lifting gear when all
anchors have been installed.
1. Mount the working and concreting
platform on the horizontally-posi-
tioned panel, see Section A13.
(Fig. A2.03)
2. Mount Lifting Hook MAXIMO 1.5 t.
3. Attach the 2-sling lifting gear.
4. Erect panel. (Fig. A2.04)
5. Transport panel to place of operation
by crane.
6. Mount anchors, see Section A5.
7. Release the 2-sling lifting gear.
Forming from the external or
internal corner in the direction
of the compensation.
Fig. A2.03
A2 Standard operating sequence
Concreting
From a working scaffold.
(Fig. A2.05)
Fig. A2.05
Fig. A2.04
TRIO Panel Formwork
Instructions for Assembly and Use – Standard Configuration
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