Aludeck System
ACROW MISR Provides Full Site Service Based On More Than 35 Years Experience In The Field
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Contents
Contents
Product Features
MIP-Method (Main beam-Infill beam-Plywood)
2
Typical Application 4
PMD-Method (Panel – Main beam – Drop head) 5
PMD Method 6
PMD Method assembly 7
PMD Method Filler Solutions With 18 mm Plywood 9
Panel Method 10
Design tables 11
Components 13
Product Features
The requirements for an economic
and safe solution for a slab formwork
vary alot in the different construction
project.
It depends on:
• Floor plan
• Size of the different rooms
• Floor height
• Slab thickness
• Number of reuses
• Concrete surface expected
The conception of the ALUDEC system Drophead
covers the most important slab form
methods just in one system!
•This means using the same parts in
the different applications, also mixing
the different Aludec methods-MIP and
PMDdepending on the requirements
of the floor plan.
•The availability of choosing between
separate plywood (MIP method) or
panels with implemented plastic–long
life-plywood (PMD method).
•The reduction of the labor cost due
to the few intensive adjustments on
the jobsite.
•The simplicity of the system reduces
the mistakes in handling and makes
the workers safer.
PMD method
MIP method
2
MIP-Method (Main beam-Infill beam-Plywood)
•This method depends on using a
mainbeam fit in a drop-head, together
with an infill-beam connected in the
same level.
•The plywood then can be placed over
all parts.
•Infill-beams could be used separately
with the twin-head and being fit cross
to another infill-beam.
•Drop-Head principle allows striking Infill beam fit on the main beam
after 1 day depending on slap
thickness and concrete strength.
The main beams have 9 different
lengths:
•Main-beam 60 cm, 90 cm, 120 cm,
150cm, 180 cm, 210 cm, 225 cm, 240
cm and 360 cm.
Infill beams have 4 different lengths:
•Infill-beam 90 cm, 120 cm, 150 cm
and 180 cm. Infill beam fit on on another infill beam for infill solution
Infill-beam can fit anywhere on the
Mainbeamaccording to permissible
plywood spacing and according to the
load on the infill beam.
Plywood 18 mm is placed on the Infillbeam
Infill-beams are mounted on the
twinhead.
Secure the Infill-beams with the safety The smart design of the Infill beams allows the main and secondary infill
bolt. beams to be on the same level.
3
Typical Application
•Typical application for MIP method
where using infill beams with main
beams and drop heads.
•Different sizes of mean beams could
fit through the drop-head.
•The smart design of the drop-head
allows 4 cm drop in the system for
early striking, which allows reusing
the decking beams for the next
concreting cycle.
Typical application for MIP method Main beams with Infill beams showing the flexibility of the system and
where using Infill beams with infill solving the infill areas with the same components
beams as main and secondary
beams.
Only infill beams and twin heads are used, minimizing the components used.
Infill beam
4
PMD-Method (Panel – Main beam – Drop head)
•This method depends on using
mainbeams fit in drop-heads-for
early strikingthen the panels are
placed over the mainbeam.
•The panels are implemented with
plywood.
•The panels are placed totally
independent from the position of the
drop-head and the length of the
mainbeam.
•This makes an easy adjustment in
the middle of the room without any
additional support.
•The number of props is settled by
the system, which means no error in
handling.
•Early Striking and fast cycling of The Aludeck could be used with any of Acrow shoring systems
slab form comes to a reduction of
material investment up to 40%,
simplify the logistics and man power
and reducing the cost accordingly.
•This system can be one of the
fastest and cost effective solutions
for many projects.
5
PMD Method
Panels overview:
The panels have 9 different sizes
Panels used for slab thickness up to
35 cm :
ADP 150 x 75
ADP 150 x 60
ADP 150 x 30
ADP 75 x 75
ADP 75 x 60
Panels used for slab thickness up to
25 cm :
ADP 180 x 60
ADP 180 x 30
ADP 90 x 60
ADP 90 x 30
Massive corner for fixing and protection
Aluminum profile, powder-coated
Cross struts, for convenient handling
12 mm plywood
6
PMD Method assembly
Twin head or beam head
Prop head
Start in the corner using beam head Panels are then fixed easily on the Continue erecting the main beams
or twin head with the main beam as 1st 2 main beams. with the drop heads for early striking.
in Figure 1.
Twin head secured Beam head Prop head
Alu filler beam
Fix the panels in both directions Alu filler beam is inserted between
the drop heads.
Continous setting of panels without
any fixing points between.
7
PMD Method Assembly
With the connection MB 90, it is
possible to connect 2 main beams
perpendicular on each other. Mainly
used for open corner edges.
for fixing the prop to the main beam
For Safety, The Alu-deck end support
for fixing handrails at the edges of the
building.
for fixing the handrail to the end
support.
8
PMD Method Filler Solutions With 18 mm Plywood
Filler with compensation beams
Filler with infill beams
Filler with timber 2 x 4
9
Panel Method
Only panels and panel-heads.
for corner support
The self-feeding panels are directly
supported by a panel-head.
The crown head is used:
•In the cross point of 4 panels panels.
•To support 2 panels on a wall.
•Even in the corner to start the
system. for supporting 2 panels
cross point of 4 panels
Typical assembly for panel method without any beams
10
Design tables
These tables allow for a live load of
20% of the self-weight of the fresh
concrete, but not less than 1.5 kN/m².
Distance between main beams 75 cm Load on prop [kN]
Slab thickness Total load Main-beam Main-beam Main-beam Main-beam
[cm] [kN/m2] 120 150 180 240
12 4,9 4,4 5,5 6,6 8,8
14 5,4 5,0 6,1 7,3 9,7
16 5,9 5,4 6,6 8,0 10,6
18 6,4 5,9 7,2 8,6 11,5
20 7,0 6,5 7,9 9,5 12,6
22 7,5 6,9 8,4 10,1 13,5
24 8,0 9,4 9,0 10,8 14,4
26 8,5 7,9 9,6 11,5 15,3
28 9,0 8,3 10,1 12,2 16,2
30 9,6 8,9 10,8 13,0 17,3
32 10,0 9,2 11,2 13,5 18,0
34 10,6 9,8 11,9 14,3 19,1
36 11,2 10,3 12,6 15,2 20,2
38 11,9 11,0 13,3 16,0 21,3
40 12,7 11,7 14,3 17,1 22,9
50 15,9 14,7 17,9 21,5 28,6
Distance between main beams 150 cm Load on prop [kN]
Slab thickness Total load Main-beam Main-beam Main-beam Main-beam
[cm] [kN/m2] 120 150 180 240
12 4,9 8,8 11,0 13,2 17,6
14 5,4 9,7 12,2 14,6 19,4
16 5,9 10,6 13,3 15,9 21,2
18 6,4 11,5 14,4 17,3 23,0
20 7,0 12,6 15,8 18,9 25,2
22 7,5 13,5 16,9 20,3 27,0
24 8,0 14,4 18,0 21,6 28,8
26 8,5 14,3 19,1 23,0 30,6
28 9,0 16,2 20,3 24,3 32,4
30 9,6 17,3 21,6 25,9 34,6
32 10,0 18,0 22,5 27,0 35,9
34 10,6 19,1 23,9 28,6 38,2
36 11,2 20,2 25,3 30,3
11
Design tables
Distance between main beams 180 cm Load on prop [kN]
Slab thickness Total load Main-beam Main-beam Main-beam Main-beam
[cm] [kN/m2] 120 150 180 240
12 4,9 10,6 13,2 15,9 21,2
14 5,4 11,7 14,6 17,5 23,3
16 5,9 12,7 15,9 19,1 25,5
18 6,4 13,9 17,3 20,7 27,6
20 7,0 15,1 18,9 22,7 30,2
22 7,5 16,2 20,3 24,3 32,4
24 8,0 17,3 21,6 25,9 34,6
26 8,5 18,4 23,0 27,5 36,7
28 9,0 19,5 24,3 29,2 38,9
30 9,6 20,8 25,9 31,1
32 10,0 21,6 27,0 32,3
34 10,6 22,9 28,6 34,3
36 11,2 24,2 30,3 36,4
Panel method Load on prop [kN]
Slab thickness [cm] Total load [kN/m2] Panel 150 x 75 Panel 180 x 60
12 4,9 5,5 5,3
14 5,4 6,1 5,8
16 5,9 6,6 6,4
18 6,4 7,2 6,9
20 7,0 7,9 7,6
22 7,5 8,4 8,1
24 8,0 9,0 8,6
26 8,5 9,6 9,2
28 9,0 10,1 9,7
30 9,6 10,8 10,4
32 10,0 11,2
34 10,6 11,9
36 11,2 12,6
12
Components
Item Description Code no. Weight (kg)
Panel ADB
ADP 75 x 60 6221177062118 8.52
ADP 75 x 75 6221177062101 10.38
ADP 90 x 30 6221177062095 6.98
ADP 90 x 60 6221177062088 9.58
ADP 150 x 30 6221177062071 10.80
ADP 150 x 60 6221177062064 15.64
ADP 150 x 75 6221177062514 18.32
ADP 180 x 30 6221177062057 12.90
ADP 180 x 60 6221177062040 19.15
Main Beam
ADMB 60 6221177062200 3.37
ADMB 90 6221177062194 4.88
ADMB 120 6221177062187 6.58
ADMB 150 6221177062170 8.3
ADMB 180 6221177062163 9.8
Main Beam
ADMB 210 6221177062156 15.2
ADMB 225 6221177062149 16.23
ADMB 240 6221177062132 17.47
ADMB 360 6221177062125 26.18
Infill Beams
ADIB 90 6221177062248 4.86
ADIB 120 6221177062231 6.66
ADIB 150 6221177062224 8.45
ADIB 180 6221177062217 10.25
13
Components
Item Description Code no. Weight (kg)
ALU -Filler Beam 151/Lm
AFB 151/0.50 m 6221177062385 1.35
AFB 151/0.80 m 6221177062378 2.16
AFB 151/1.10 m 6221177062361 2.97
AFB 151/1.40 m 6221177062354 3.79
AFB 151/1.70 m 6221177062347 4.60
ALU -Filler Beam 176/Lm
AFB 176/2.00m 6221177062323 5.97
AFB 176/2.15 m 6221177062316 6.42
AFB 176/2.30 m 6221177062309 2.87
AFB 176/3.50 m 6221177062293 10.45
Alu-Deck Drop head 6221177062255 8.92
Alu-Deck Prop head 6221177080235 2.76
14
Components
Item Description Code no. Weight (kg)
Alu-Deck Beam head 6221177058685 2.57
Alu-Deck Twin head 6221177080266 2.76
Alu-Deck Panel head 6221177080259 1.45
Alu-Deck End support 6221177058432 2.5
Alu-Deck MB90 connection 6221177058425 2.6
15
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