Altrad MOSTOSTAL ZZA023 User manual

INSTRUCTION FOR USE TEMPORARY BUILDING EDGE PROTECTION SYSTEM
MOSTOSTAL
SCAFFOLDING
FORMWORK
OVER 20 YEARS OF ALTRAD MOSTOSTAL – STRENGTH, MODERNITY, STABILITY

INSTRUCTION FOR USE
altrad-mostostal.pl
/altradmostostal
TEMPORARY BUILDING EDGE
PROTECTION SYSTEM
MOSTOSTAL
SCAFFOLDING
FORMWORK


3
BUILDING EDGE PROTECTION SYSTEM Instruction for use
TABLE OF CONTENTS
1 GENERAL ............................................................................................................................................
2 DESCRIPTION OF COMPONENTS ........................................................................................................
3 QUICK ASSEMBLY AND DISASSEMBLY GUIDE ..................................................................................
4 SYSTEM USAGE ..................................................................................................................................
5 HANDLING OF DAMAGED COMPONENTS ..........................................................................................
6 COMPONENT STORAGE AND PACKING ..............................................................................................
7 LIST OF COMPONENTS .......................................................................................................................
4
5
6
9
9
10
11

4BUILDING EDGE PROTECTION SYSTEM Instruction for use
GENERAL
1
The presented building edge protection system belongs to the “A” class. An “A” class system transfers static loads
only. Should the dynamic loads be presents you cannot use the system shown in these instructions. When the working
surface that is protected with the system is inclined by more than 15° the use of the system shown in the instructions
is prohibited.
The temporary safety protection system belongs to the general protection systems which are required and used
during the construction works.
The system presented meets all legal requirements concerning the equipment, location and strength in force in Poland
as well as the requirements specified in PN-EN 13374 in terms of the “A” protection class.
end rod
≥1,1 m
mounting rod
end rod
pipe Ø33,7 x 2,6
pipe Ø48,3 x 2,6
toeboard H>150 mm
ceiling board edge
anchoring bolt
mounting rod

5
BUILDING EDGE PROTECTION SYSTEM Instruction for use
DESCRIPTION OF COMPONENTS 2
Versatile railing post
Index
ZZA023
This component is made of the steel pipe Ø48,3 mm with a
wall 2,6 mm thick. The pipe tolerance is compliant with PN-EN
10219. The location and mounting parts are provided along the
pipe height to install the main and intermediate railing. The post
bottom is finished with a plate 10 mm thick with a hole Ø13 to
mount the anchor. The swivel railing and toeboard fixing parts
installed on the post allow for smooth installation of the pro-
tective railing around the post vertical axis. Owing to that it is
possible to install the railings on the complex ceiling edges.
Main and intermediate railing
Index
ZZA024
Made of the steel pipe Ø 33,7 x 2,6, 3,0 m long. The pipe toler-
ance is compliant with PN-EN10219. The railing pipes are galva-
nized and finished with red shrink jackets over 200 mm. They
indicate the railing zone that should protrude beyond the posts.
Toeboard
Index
-
As regards this system it is a wooden plank 150 mm high and
min. 25 mm thick, and 3,0 m long. The toeboards should be
made of the S10 class coniferous timber according to DIN
4074-1 (C25 according to EN338). The toeboard must always
be 200 + 200 mm longer than the railing spacing. The toeboard
may be painted providing that the paint does not make the visu-
al control of the timber condition difficult. It is acceptable to use
the sawn timber that meets these requirements.
Storage palette
Index
ZZA022
Used to transport and store the railings. The palette can also be
used to store the toeboards 3,0 m long. It is made of the steel
sections 60 x 60 x 3 and galvanized. The palette is equipped with
the transportation belt. Overall dimensions: 1200 x 800 x 825.

6BUILDING EDGE PROTECTION SYSTEM Instruction for use
2 DESCRIPTION OF COMPONENTS
fig. 1 – Typical system section
≤2600
≥3000
≥150
≥200
fig. 2 – Sequence of the railing assembly
Before the assembly you should check the technical condi-
tion of the components collected. You should check wheth-
er the welds are not cracked or no moveable pieces are
missing that are the integral part of the railings, or the pipe
sections are not bent and make the components malfunc-
tion. The pipes Ø33,7 x 2,6 which are used as the main and
intermediate railing should be straight, with no bends over
the entire length.
≥200 ≥200 ≥200 ≥200 ≥200
≥200
≥200
Modular palette
Index
E823800
Used to transport and store the posts. The palette can
also be used to store the toeboards. It is made of the steel
sections 60 x 60 x 3 and galvanized. Overall dimensions:
1200 x 800 x 825.
3QUICK ASSEMBLY GUIDE

7
BUILDING EDGE PROTECTION SYSTEM Instruction for use
3 QUICK ASSEMBLY GUIDE
fig. 4
• Start the assembly by determining a line located at least 200 mm from
the ceiling edge. This is the minimum distance of the anchoring points. The
railing will be installed along this line (fig. 4).
• Drill the anchor holes along the determined line. The maximum post axial
spacing is 2,6 m. As regards B20 and higher class concrete you should
use the anchor with the axial (extracting) force not less than 8,5 kN or
another anchor with similar parameters. As regards fastening to the sur-
faces with low bearing capacity use an anchor of the type appropriate for
the surface that will transfer the axial (extracting) force according to the
above-mentioned specifications. The anchors should be installed accord-
ing to the documents and recommendations of the anchor manufacturer.
The minimum concrete slab thickness: 18 cm.
• After inserting the anchor sleeve into the hole position the post and screw
it to the surface with a torque of 50 Nm. The arrow on the label on the
post foot indicates the proper post position in relation to the ceiling edge
(fig. 2).
• Install the planks 150 mm high that form the toeboards by raising and
lowering the bottom toeboard mountings. The toeboards must always
be located on the inside of the building. Drive the nails into the toeboard
clamping ring holes to stabilize the toeboards (fig. 2 and 6).
• When installing the railings between the walls the first post and the first
railing from the wall should be installed so that the distance from the wall
to the beginning of the railing does not exceed 120 mm. As regards the
toeboard this distance cannot exceed 20 mm.
All spaces between the edge protection system and other building struc-
ture components should be as small as possible and cannot exceed 120 mm
as regards the railings. The distance between the toeboard and other struc-
ture components cannot exceed 20 mm (fig. 5).
fig. 3 – Toeboards lengths
≥200
≥150
≥1100
≤470 ≤470
3000
≥3000
max 2600
min. 200
Kotwa mechaniczna
fig. 5
≤ 20 max
≤ 120 max
≥200

8BUILDING EDGE PROTECTION SYSTEM Instruction for use
Ø33,7 x 2,6
150
628
≤470
≤470
≥1100
≥1100
≤470
≤470
200
2600
3000
• The main railings are installed by positioning the pipes
Ø33,7 x 2,6 on the upper mounting rods and locking them
by hitting the end rod with the 600 g hammer from above
• The intermediate railings are installed by positioning the
pipes Ø 33,7 x 2,6 on the bottom mounting rods and locking
them by hitting the end rod with the 600 g hammer from
above. The railing pipes must always be located on the in-
side of the building.
• The railing pipes should protrude beyond the supporting
points (posts) by at least 200 mm. Typical railing pipes are
marked red over 200 mm at both ends. This is the marking
of the zone that protrudes beyond the posts (fig. 7 and 8).
fig. 6 – System segment positioned longitudinally
toeboard fastening
nail
toeboard fastening
nail
toeboard
fastening nail
fig. 7 – Installation of the toeboard and railing in the corners
fig. 8 – General diagram
3 QUICK ASSEMBLY GUIDE

9
BUILDING EDGE PROTECTION SYSTEM Instruction for use
To disassemble the posts you should start from disassembling the intermediate railing by bouncing the end rods with
the hammer. Then you should disassemble the toeboards. The main railing should be disassembled last before the
posts are disassembled. To disassemble the posts remove to M12 screws. In general, the disassembly is opposite to
the assembly.
• The system transfers static loads only, do not use it when the dynamical loads are present.
• The system may be used when the wind speed does not exceed 30 m/s.
• When the building edge is covered with ice and the working surface is slippery remove the ice and the reason why
the surface is slippery before the protection system is installed.
• When the building edge is covered with snow remove it before the system in installed.
Should people or objects be caught (fall) in emergency you should inspect the components.
Railings:
• railings with the bent or torn section should be scraped,
• railings bent by no more than 10 cm from the straight line can be repaired by straightening,
• railings with the damaged red shrink jackets should be repaired by installing new jackets.
Posts:
• posts with the bent section should be scraped,
• posts with the torn section should be scraped,
• posts with the pipe section permanently bent by more than 5 cm from the straight line should be scraped,
• posts with the broken mounting rods should be repaired by re-welding and re-painting,
• posts with the broken end rods should be scraped,
• posts with the bent fastening rods should be straightened,
• posts with the bent foot plates should be repaired by straightening,
• posts with the cracked welds should be repaired,
• posts with the bent, twisted toeboard handles should be straightened.
Toeboards:
• toeboards with the crosswise cracks should be scraped,
• toeboards with the longitudinal cracks exceeding 200 mm should be scraped,
• toeboards with the falling knots should be scraped.
Should people or objects be caught (fall) in emergency a competent person should check (inspect)
the components and the protection system.
SYSTEM USAGE
HANDLING OF DAMAGED COMPONENTS
4
5
4 SYSTEM USAGE / 5 HANDLING OF DAMAGED COMPONENTS

10 BUILDING EDGE PROTECTION SYSTEM Instruction for use
b) Example showing packing and storing of the railings in the modular palettes.
c) The anchors and bolts required for the system assembly should be stored in the packing supplied by the
anchor and bolt manufacturer.
Max. bearing capacity 20 kN
Max. bearing capacity of 3 levels - 60 kN
Total weight - 1946 kg
Packing 312 pcs.
The railings should be positioned alternately on the levels with 20 pcs. and 19 pcs.:
(8 x 20) + (8 x 19) = 312 pcs.
All packing should be clamped with the strips according to the scheme.
The whole transportation belt 3,0 m long should be in the box.
When the full railing pack is unpacked the rest of the railings
should be clamped with the belt as per the drawing (not applicable to the packs used on the
construction site and in the customer warehouse)
storage tag
825
1200
3000
900
steel galvanized strap
DX51 + Z275 MAC - 32 x 0,75 mm steel galvanized strap
DX51 + Z275 MAC - 32 x 0,75 mm
2T transportation
belt box with the belt
min. 3,0 m long
position/fastening of the transportation
belt when used on the construction site
COMPONENT STORAGE AND PACKING
6
fig. 9
steel galvanized strap
DX51 + Z275 MAC - 32 x 0,75 mm
storage tag
1200
825
800
Posts should be put alternately on the module palette in 6 layers each consisting of 10 items. Each palette contains 60 items.
When 3 layers are ready tie the posts with the webbing tape. When all items are put on the palette tie the posts and the palette
with the steel strips acc. to the scheme.
Permissible vertical storage: three palettes.
Total weight: 501,6 kg
rys. 10
a) Example showing packing and storing of the posts in the modular palettes.
NOTE!
NOTE!

11
BUILDING EDGE PROTECTION SYSTEM Instruction for use
Component name Contr. no. Weight [kg] Picture
Versatile post ZZA023 7,69
Post railing ZZA024 6,1
Modular palette E823800 40,2
Storage palette ZZA022 42,5
Toeboard L = 3,0 m; H = 0,15 m; S = 0,025 m - 8,5
LIST OF COMPONENTS 7

12 BUILDING EDGE PROTECTION SYSTEM Instruction for use
NOTES
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09.2019
ALTRAD-MOSTOSTAL Spółka z o.o.
ul. Starzyńskiego 1, 08-110 Siedlce - Poland
Tel. +48 25 644 72 84 - Fax +48 25 633 32 78 - Email: handlowy@altrad-mostostal.pl
www.altrad-mostostal.pl
MOSTOSTAL
SCAFFOLDING
FORMWORK
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3
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