Peri SB Brace Frame Operator's manual

Edition 09 | 2015
SB Brace Frame
For single-sided walls
Instructions for Assembly and Use – Standard Configuration

SB Brace Frame for single-sided walls
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 for 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
A2 Tie Technology
Anchor System DW 10
Execution with Anchor Waler 12
Double Tie Yoke 13
Anchor installation 14
Standard Configuration SB-A0, A, B, C
B1 Pre-Assembly
Mounting the Brace Frame 16
B2 Connecting to the Systems
Girder formwork 18
Panel formwork 22
B3 Bracing
Diagonal bracing 26
B4 Moving
With the crane 28
With the Guide Roller 29
Standard Configuration SB-1, SB-2
C1 Connecting to the Systems
SB-1 up to h = 3.60 m 30
SB-2 up to h = 6.00 m 34
C2 Moving
With the crane 39
Standard Configuration SB-L
D1 Pre-Assembly
SB-L with Anchor Bracket 40
SB-L VARIOKIT 41
D2 Connecting to the Systems
Panel formwork 42
D3 Tie Technology
Anchor System DW 15 43
D4 Moving
With the crane 44
D5 Application Possibilities
Version 1, Version 2 45
Shuttering, Striking, Dismantling
E1 Shuttering
Procedure 46
E2 Striking
Procedure 47
E3 Dismantling
SB-A0, A, B, C 48
SB-1, SB-2 49
Application
F1 Internal Corners 50
F2 Use as Horizontal Heavy-Duty Bracket 51
Single suspension 52
Double suspension 54
Components
Components 56

1
C1
20.1
20.2
20.3
20.4
D1
D1
54
58
B3
B1
B3
SB Brace Frame for single-sided walls
Instructions for Assembly and Use – Standard Configuration
Overview
Main components

2
Dimension specifications
Dimensions are usually given in mm.
Other units of measure, e.g. cm, are
shown in the illustrations.
Conventions
Instructions are numbered with:
1. ..... , 2. ...... , 3. .....
The result of an instruction is shown
by: J
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.
SB Brace Frame for single-sided walls
Instructions for Assembly and Use – Standard Configuration
Overview
Key
Presentational reference
The illustration on the front cover of
these instructions is understood to be a
system representation only. The assem-
bly steps presented in these Instruc-
tions for Assembly and Use are shown
in the form of examples with only one
component size. They are valid accord-
ingly for all component sizes contained
in the standard configuration.
For a better understanding, detailed il-
lustrations are partly incomplete. The
safety installations which have possibly
not been featured in these detailed
drawings must nevertheless be availa-
ble.
Arrows
B1 SB -A0, A, B, C
B3 Bracing
C1 SB-1, SB-2
D1 SB-L
20.1 SB-A0
20.2 SB-A
20.3 SB-B
20.4 SB-C
54 SB-L with Anchor Bracket
58 SB-L VARIOKIT
Pictogram | Definition
Safety instructions
Note
Load-bearing point
Visual check
Tip
Arrow representing an action
Arrow representing a reaction of an action*
Forces
* if not identical to the action arrow

3
SB Brace Frame for single-sided walls
Instructions for Assembly and Use – Standard Configuration
Introduction
Contractors
These Instructions for Assembly and
Use are designed for contractors who
use the formwork systems for
assembling, modifications and dis-
mantling, or
e.g. concreting or
for other operations, e.g. carpentry or
electrical work.
Construction site coordinator
The Safety and Health Protection Coor-
dinator*
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 and ensures compliance
with the protective measures.
Target groups
PERI Design Information for SB Brace Frame
Instructions for Use:
– Pallets and Stacking Devices
–LiftingHookMAXIMO
–LiftingHookDOMINO
PERI Design Tables - Formwork and Shoring
Brochure:
– SB Brace Frame
Additional technical documentation
* Valid in Germany: Regulations for Occupa-
tional Health and Safety on Construction
Sites 30 (RAB 30)
**Instructions are given by the contractor him-
self or a qualified person selected by him.
Qualified persons
Due to the specialist knowledge gained
from professional training, work experi-
ence and recent professional activity,
the qualified person has a reliable un-
derstanding of safety-related issues and
can correctly carry out tests. Depending
on the complexity of the test to be un-
dertaken, e.g. scope of testing, type of
testing or the use of a certain measur-
ing device, a range of specialist knowl-
edge is necessary.
Qualified specialists
Formwork systems may only be assem-
bled, reconstructed or dismantled by
personnel who are suitably qualified to
do so. For the work to be carried out,
the qualified specialists must have re-
ceived instructions** which contain at
least the following points:
Explanation of the plan for the assem-
bly, reconstruction or dismantling of
the formwork in an understandable
form and language.
Description of the measures for as-
sembling, reconstructing or disman-
tling 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 con-
ditions which could adversely affect
the safety of the formwork system as
well as the personnel concerned.
Details regarding the permissible
loads.
Description of any other risks that are
associated with the assembly, recon-
struction or dismantling procedures.
In other countries, ensure that the
relevant national guidelines and reg-
ulations in the respective current
version are complied with!

4
Intended use
SB Brace Frame for single-sided walls
Instructions for Assembly and Use – Standard Configuration
Introduction
Instructions for 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 components may be
used. The use of other products and
spare parts is not allowed.
Changes to PERI components are not
permitted.
Technical data
Permissible fresh concrete pressure on
vertical formwork 60 kN/m².
Anchor system: permissible load
DW 15 90 kN
DW 20 150 kN
DW 26 250 kN
Connecting to PERI MAXIMO, TRIO,
DOMINO, RUNDFLEX, VARIO GT 24
possible.
For the standard configuration, there are
load tables which feature the forces,
deformations and widths of influence;
see PERI Design Information for SB
Brace Frames.
We recommend inclining the Brace
Frames forward by 2/3 of the calculated
deformation.
Features
Concreting heights up to
SB Brace Frame SB-AO, A, B, C: 8.75 m
SB Brace Frame SB-A, B, C: 6.75 m
SB Brace Frame SB-A, B: 6.00 m
SB Brace Frame SB-B, C: 5.00 m
SB Brace Frame SB-A, C: 4.00 m
SB Brace Frame SB-B: 4.00 m
SB Brace Frame A: 3.00 m
SB Brace Frame SB-1: 3.60 m
SB Brace Frame SB-2: 6.00 m
SB Brace Frame SB-L: 3.00 m
Product description
PERI products have been designed for
exclusive use in the industrial and com-
mercial sectors only by suitably trained
personnel.
The SB Brace Frame system for sin-
gle-sided forming of walls, rocks, sheet
piling, soil etc. The fresh concrete pres-
sure which occurs on the formwork sur-
face must be transferred via a brace
frame construction with corresponding
anchoring into the ground.
The system consists of several units
(steel constructions) which can be used
individually or in combination for differ-
ent heights.
SB-AO, SB-A, SB-B, SB-C
SB-1, SB-2, SB-L
The height of brace frame units is in-
creased by means of integrated con-
necting parts and match truck or con-
tainer loading dimensions.
Connecting to PERI formwork systems
is realized using corresponding connec-
tion parts.
For the tensile anchoring of the occuring
forces in the ground, there are three dif-
ferent anchor systems.
The required working platforms are to
be used from the respective formwork
system.

5
SB Brace Frame for single-sided walls
Instructions for Assembly and Use – Standard Configuration
Introduction
Care and maintenance instructions
In order to maintain the value and opera-
tional readiness of the formwork materi-
als over the long term, clean the ele-
ments after each use.
Some repair work may also be inevita-
ble due to the tough working conditions.
The following points should help to keep
care 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 re-
lease agent very thinly and evenly!
Spray the rear side of the formwork
with water immediately after concret-
ing; this avoids any time-consuming and
costly cleaning operations.
When used continuously, spray the pan-
el 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 re-
sult in the formlining being damaged.
Fix box-outs recesses and mounting
parts with double-headed nails; as a re-
sult, the nails can easily be subsequent-
ly removed, and damage to the formlin-
ing 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 fit-
ted, if possible, with rubber caps; as a
result, any damage to the formliner is
reduced if the vibrator is accidentlly in-
serted between the reinforcement and
formlining.
Never clean powder-coated compo-
nents, e.g. elements and accessories,
with a steel brush or hard metal scraper;
this ensures that the powder-coating re-
mains 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 af-
ter use, and then greased with a suita-
ble lubricant.
Provide suitable support for the compo-
nents during cleaning so that no unin-
tentional change in their position is pos-
sible.
Do not clean components when sus-
pended on a crane.

6
SB Brace Frame for single-sided walls
Instructions for Assembly and Use – Standard Configuration
Safety Instructions
Cross-system
General
The contractor must ensure that the In-
structions for Assembly and Use sup-
plied by PERI are available at all times
and are understood by the site person-
nel.
These Instructions for Assembly and
Use can be used as the basis for creat-
ing a risk assessment. The risk assess-
ment shall be compiled by the contrac-
tor. The Instructions for Assembly and
Use do not replace the risk assessment!
Always take into consideration and com-
ply with the safety instructions and per-
missible loads.
For the application and inspection of
PERI products, the current safety regu-
lations and guidelines must be observed
in the respective countries where they
are being used.
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 ex-
changed immediately on site and may
no longer be used.
Safety components are removed only
when they are no longer required.
Components provided by the contractor
must conform with the characteristics
required in these Instructions for As-
sembly and Use as well as with all valid
construction guidelines and standards.
In particular, the following applies if
nothing else is specified:
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, determine appropriate
measures for working and operational
safety as well as stability.
Corresponding proof of stability can be
provided by PERI on request if the risk
assessment and resulting measures to
be implemented are available.
Before and after exceptional occurrenc-
es that may have an adverse effect re-
garding the safety of the formwork sys-
tem, 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 re-
sults,
and arrange for an extraordinary in-
spection by a qualified person. 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, ic-
ing, heavy snowfall, storms or earth-
quakes.
Assembly, modification and disman-
tling work
Assembly, modification or dismantling
of formwork systems may only be car-
ried out by qualified specialists under
the supervision of an authorized person.
The qualified specialists must have re-
ceived 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 in-
structions in order to ensure safe as-
sembly, modification and dismantling of
the formwork system.
The contractor must ensure that the
personal protective equipment required
for the assembly, modification or dis-
mantling of the system, e.g.
safety helmet,
safety shoes,
safety gloves,
safety glasses,
is available and used as intended.
If personal protective equipment (PPE)
is required or specified in local regula-
tions, the contractor must determine ap-
propriate load-bearing points on the ba-
sis of the risk assessment.
The personal protective equipment to
be used is determined by the contrac-
tor.
The contractor must
provide safe working areas for site
personnel which are to be reached
through the provision of safe traffic
routes. Areas of risk must be cor-
doned off and clearly marked.
ensure the stability during all stages
of construction, in particular during
assembly, modification and disman-
tling of the formwork.
ensure and prove that all loads are
safely transferred.
Utilization
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 coor-
dinator must point out any possible mu-
tual hazards and all work must be then
coordinated.

7
SB Brace Frame for single-sided walls
Instructions for Assembly and Use – Standard Configuration
Safety Instructions
System-specific
When using other tie or formwork sys-
tems, the possible applications as well
as stability must be checked separately
by the user.
Deviations always require a separate
static proof.
Existing walls, shoring, rock etc. must
be able to withstand the pressure exert-
ed by the fresh concrete.
Retract components only when the con-
crete has sufficiently hardened and the
person in charge has given the go-
ahead for striking to take place.
Only use PERI load-bearing equipment.
During striking, do not tear off the form-
work elements with the crane.
If a storm warning is given, additional
push-pull props are to be attached or
other bracing measures are to be car-
ried out along with implementing the
details contained in the PERI design ta-
bles.
Anchoring
Anchoring is to take place only if the an-
chorage has sufficient concrete
strength.
Do not weld, heat or deform DW tie
rods which are to be used for anchoring.
Storage and transportation
Store and transport components ensur-
ing that no unintentional change in their
position is possible. Detach load-bear-
ing devices and lifting gear from the
lowered components only if they are in
a stable position and no unintentional
change of their position is possible.
Do not drop the components.
Use PERI load-bearing devices and lift-
ing gear as well as only those load-bear-
ing 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, fall-
ing down or rolling is avoided.
no persons are allowed to remain un-
der 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 must
have sufficient load-bearing capacity.
Use original PERI storage and transport
systems, e.g. crate pallets, pallets or
stacking devices.

8
1
A1 Storage and Transportation
SB Brace Frame for single-sided walls
Instructions for Assembly and Use – Standard Configuration
Follow Instructions for Use for PERI
pallet and stacking devices!
Follow PERI packaging guidelines!
Transportation units must be cor-
rectly stacked and secured!
Transportation
PERI pallets and stacking devices are
suitable for lifting by crane or forklift.
They can also be moved with the PERI
pallet lifting trolley.
All pallets and stacking devices can be
lifted using both the longitudinal and
front sides.
Stacking
Only brace frame units of the same
size are to be transported in one
stack!
Stacking height:
max. 6 units depending on the truck.
(Fig. A1.01 + A1.02)
10 units for Brace Frame SB-C (not
shown).
Use integrated stacking aid (1) on the
brace frame units.
(Fig. A1.02a)
Fig. A1.01
Fig. A1.02a
Fig. A1.02

9
A1 Storage and Transportation
SB Brace Frame for single-sided walls
Instructions for Assembly and Use – Standard Configuration
Loading onto trucks
– Secure stacks with steel strapping.
– Secure stacks with tension belts. Use
edge protection.
– max. height 2 stacks each with 6
Brace Frames.
(Fig. A1.03)
The number of stacks that can be trans-
ported depends on the respective na-
tional transport regulations.
Fig. A1.03

10
230
230
2.1
2.2
3
8.1
9
5.1
5.1
6
6
4
4
A2 Tie Technology
SB Brace Frame for single-sided walls
Instructions for Assembly and Use – Standard Configuration
Anchor System DW
DW 15, 20, 26
Other anchor systems than those
shown here require separate static
proof!
Anchor System DW 15
Execution with Double Anchor Tie
Yoke
Permissible tension force 2 x 90 kN =
180 kN.
Re-usable anchor components:
2.1 Wingnut DW 15 2x
3 Double Tie Yoke 1x
4 Tie Rod DW 15 2x
5.1 Hex. Nut DW 15, SW 30/108 2x
Lost anchor components:
6
Brace Frame Double Anchor DW 15 1x
Alternative, see Fig. A2.03
4 Tie Rod DW 15 2x
7 Threaded Anchor Plate DW 15 2x
(Fig. A2.01)
Anchor System DW 15
Execution with Anchor Waler
Permissible tension force 2 x 90 kN =
180 kN.
Re-usable anchor components:
2.2 Wingnut Pivot Plate DW 15 2x
8.1 Anchor Plate SB DW 26 2x
9 Anchor Waler U140, 0.55 m or 2x
Anchor Waler U140, 2.35 m 2x
4 Tie Rod DW 15 2x
5.1 Hex. Nut DW 15, SW 30/108 2x
Lost anchor components:
6
Brace Frame Double Anchor DW 15 1x
Alternativ, see Fig. A2.03
4 Tie Rod DW 15 2x
7 Threaded Anchor Plate DW 15 2x
(Fig. A2.02)
Fig. A2.01
Fig. A2.02

11
350
350
2.1
5
8.1
8.2
8
9
9
5.2
5.3
7
7
4
4
4
4
A2 Tie Technology
SB Brace Frame for single-sided walls
Instructions for Assembly and Use – Standard Configuration
Fig. A2.03
Fig. A2.04
Anchor System DW 20
Execution with Anchor Waler
Permissible tension force 2 x 150 kN =
300 kN.
Re-usable anchor components:
2.1 Wingnut DW 20 2x
8 Counterplate DW 20 2x
8.1 Anchor Plate SB DW 26 2x
9 Anchor Waler U160, 0.55 m 2x
4 Tie Rod DW 20 2x
5.2 Hex. Nut DW 20, SW 36/110 2x
Lost anchor components:
4 Tie Rod DW 20 2x
7 Threaded Anchor Plate 20 2x
(Fig. A2.03)
Anchor System DW 26
Execution with Anchor Waler
Permissible tension force 2 x 250 kN =
500 kN.
Re-usable anchor components:
5 Hex. Nut DW 26, SW 46/80 2x
8.2
Tension Release Plate SB DW 26 2x
9 Anchor Waler U160, 0.55 m 2x
4 Tie Rod DW 26 2x
5.3 Hex. Nut DW 26, SW 46/150 2x
Lost anchor components:
4 Tie Rod DW 26 2x
7 Threaded Anchor Plate DW 26 2x
(Fig. A2.04)

12
x = 180
x = 160
x = 330
x = 265
y=246
y=241
y=210
y=315
y=315 y=315
45°
45°
45°
45°
45°
45°
A2 Tie Technology
SB Brace Frame for single-sided walls
Instructions for Assembly and Use – Standard Configuration
Execution with Anchor
Waler The given dimensions x and y are ideal values. Dimension x is in the trouble-free
area behind the formwork.
If x is larger, y must be smaller; if x is smaller, y must be larger.
If dimension x is reduced, the anchor is positioned in the area of the formwork.
Panel formwork
Panel formwork
Girder formwork
Girder formwork
Girder circular formwork
Girder circular formwork
Brace Frame SB-1 and SB-2
in accordance with the DW anchor
system
(Fig. A2.06a - A2.06c)
Brace Frame SB-AO, A, B
in accordance with the DW anchor
system
(Fig. A2.05a – A2.05c)
(Fig. A2.05a)
(Fig. A2.06a)
(Fig. A2.05b)
(Fig. A2.06b)
(Fig. A2.05c)
(Fig. A2.06c)
x = 310
for SRZ Profile U 100
x = 115
for SRZ Profile U 100

13
x = 160 x = 320
x = 160 x = 260
y=225 y=225
y=315
y=210
y=240
y=240
45°
45°
45°
45°
45°
45°
A2 Tie Technology
SB Brace Frame for single-sided walls
Instructions for Assembly and Use – Standard Configuration
Panel formwork
Panel formwork
Girder formwork
Girder formwork
Girder circular formwork
Girder circular formwork
Brace Frame SB-1
in accordance with the DW anchor
system
(Fig. A2.08a - A2.08c)
Brace Frame SB-B
in accordance with the DW anchor
system
(Fig. A2.07a - A2.07c)
(Fig. A2.07a)
(Fig. A2.08a)
(Fig. A2.07b)
(Fig. A2.08b)
(Fig. A2.07c)
(Fig. A2.08c)
Execution with Double
Anchor Tie Yoke
x = 120
for SRZ Profile U 100
x = 270
for SRZ Profile U 100

14
SW 70
SW 70
SW 30, 36, 46
SW 30, 36, 46
SW 30, 36, 46
SW 30, 36, 46
A2 Tie Technology
SB Brace Frame for single-sided walls
Instructions for Assembly and Use – Standard Configuration
Anchor installation with
V-Tie Holder DW 15, 20, 26
With the V-Tie Holder and Leading An-
chor Coupler, accurate assembly of the
Tension Anchor under 45° is possible.
Verification of the safe transfer of
the bearing reactions into the build-
ing and subsequently into the
ground is the responsibility of the
contractor - determining the anchor-
ing depth.
Required tools
Tension Rod
Wrench 20/26
Spanner SW 30,
36, 46, 70
Installation of the
V-Tie Holder and
Leading Anchor Cou-
pler. Concreting.
Removal of Leading
Anchor Coupler with
Spanner SW 70.
Check tie rod to en-
sure it is firmly in
place.
Untighten the hex. nut
and tie rod by means
of the spanner.
Unscrew the tie rod
and hex. nut by means
of the spanner.
Screw out tie rod with
the Tension Rod
Wrench. Fill hole.
Work sequence for re-usable tie rods
Installation of the
V-Tie Holder and
Leading Anchor Cou-
pler. Concreting.
Removal of Leading
Anchor Coupler with
Spanner SW 70.
Check tie rod to en-
sure it is firmly in
place.
Untighten the hex. nut
and tie rod by means
of the spanner.
Unscrew the tie rod
and hex. nut by means
of the spanner. Fill
hole.
Work sequence for lost tie rod
Installation in rein-
forcement
After concret-
ing
Connection to SB Dismantling SB

15
90
90
90
90
11
11
11
11
10
106
10
10
12
12
12
7
7
7
4
4
4
A2 Tie Technology
SB Brace Frame for single-sided walls
Instructions for Assembly and Use – Standard Configuration
Fig. A2.09a
Fig. A2.09b
Fig. A2.09c
Fig, A2.09d
Anchor System DW 15
Execution with tie rods
Re-usable anchor components:
11 Leading Anchor Coupler DW 15
4 Tie Rod DW 15
Lost anchor components:
10 V-Tie Holder DW 15
12 Spacer Tube rough DR 32
7 Threaded Anchor Plate DW 15
(Fig. A2.09a)
Anchor System DW 20
Execution with tie rod
Re-usable anchor components:
11 Leading Anchor Coupler DW 20
4 Tie Rod DW 20
Lost anchor components:
10 V-Tie Holder DW 20
12 Spacer Tube rough DR 42
7 Threaded Anchor Plate DW 20
(Fig. A2.09c)
Anchor System DW 26
Execution with tie rods
Re-usable anchor components:
11 Leading Anchor Coupler DW 26
4 Tie Rod DW 26
Lost anchor components:
10 V-Tie Holder DW 26
12 Spacer Tube rough DR 42
7 Threaded Anchor Plate DW 26
(Fig. A2.09d)
Anchor System DW 15
Execution with Brace Frame Double
Anchor
Re-usable anchor components:
11 Leading Anchor Coupler DW 15
Lost anchor components:
10 V-Tie Holder DW 15
6 Brace Frame Double Anchor DW 15
(Fig. A2.09b)

16
20.2
20.3
20.4
20.1
SB-C
SB-C
SB-C
SB-C
SB-B
SB-A / SB-B /
SB-A0 SB-A
SB-A
SB-B
SB-B
SB-A
SB-A0
SB-A0
B1 Pre-Assembly
SB Brace Frame for single-sided walls
Instructions for Assembly and Use – Standard Configuration
Height combinations (examples)
(Fig. B1.01)
Assemble brace frames on tidy, flat
and sufficiently load-bearing surfac-
es!
Assembly
Assembly is to take place horizontally
and with the crane.
1. Place all required individual Brace
Frames (SB-A0, A, B, C) in sequence
on timbers.
(Fig. B1.02)
Assembling SB-A0, A, B, C
Fig. B1.01
Fig. B1.02
front
rear