4. Why Aspa Scaffolding and Formwork?
Faster
● Superior system technology
● Shorter assembly time
● Shorter dismantling time
● Lower labour costs
Stronger
● Verified high load bearing capacity
● simple connection on each node
● significantly less weight than other systems
● Lower transport costs
Safer
● For General construction
● Consistent quality
● ISO 9001 certified
● Stable structure from base out
More profitable
● Components can be used for propping or general scaffolding
● Increase available uses for your equipment
● Give clients a wider range of services
● Greater revenue
Save Time………... Save Money…………
CUSTOMER SATISFACTION
9. Standard with Spigot Transom
Clusters of four V‐pressings at 90° welded at 495mm centres It is either made of 50x50x5mm back‐to‐back angle
along the length of the standard. bar, T‐shaped steel profile or rolled Hypress section
with the same fixing device on each end as the ledger.
Weight (kg)
4.0m Standard with spigot 23.98 Length Weight (kg)
3.0m Standard with spigot 17.64 0.5m Transom 5.69
2.5m Standard with spigot 14.81 0.7m Transom 8.11
2.0m Standard with spigot 11.98 1.2m Transom 12.08
1.5m Standard with spigot 9.16 1.8m Transom 16.29
1.0m Standard with spigot 6.34 2.4m Transom 21.06
Standard without Spigot
Weight (kg)
4.0m Standard without spigot 23.33
3.0m Standard without spigot 16.99
2.5m Standard without spigot 14.16
2.0m Standard without spigot 11.33
1.5m Standard without spigot 8.51 Stage Board Bracket
1.0m Standard without spigot 5.69
To extend the scaffold by cantilevering for an
Ledger Banana type additional 1, 2 & 3 board.
It is made from scaffold tube 48.8x3.2mm thickness tube Weight (kg)
with wedge 'Banana Type' fixing at each end which fits in 1 Stage Board Bracket 2.67
the locating lugs on the vertical standard. 2 Stage Board Bracket 6.62
3 Stage Board Bracket 12.71
Weight (kg)
0.7m Banana Ledger 3.45
1.2m Banana Ledger 5.25
1.8m Banana Ledger 7.28
2.4m Banana Ledger 9.5
KWIKSTAGE Components
Length
Length
Length
Length
10. Diagonal Brace Ladder Access Transom/Putlog
Braces are manufactured from 3.2mm tube with a swivel Ladder access transoms provide an opening in a
wedge device at both ends, to fit on the standard. ladder access kwikstage scaffolding tower.
Weight (kg) Weight (kg)
762x1485mm Diagonal Brace, 1769mm 5.68 1.2m Ladder Access Transom 7.96
1268x1485mm Diagonal Brace, 2053mm 6.32 1.8m Ladder Access Transom 9.97
1828x1980mm Diagonal Brace, 2795mm 8.24 2.4m Ladder Access Transom 12.17
2438x1980mm Diagonal Brace, 3241mm 9.42
2438x2475mm Diagonal Brace, 3574mm 10.26
Loading Bay Transom
The Transom wedge connects to 2 "V" pressings on
Tie Bar the standard, the top chord is an inverted "T" section
providing seating for the decking.
Are manufactured from steel angle, they secure the
decking on the Stage Bracket, avoiding spreading. Weight (kg)
Curved Stage Bracket, avoiding spreading. Curved lugs
at each end are located in holes in the 2 & 3 Board. 2.4m Loading Bay Transom 37.0
Length Weight (kg)
1.2m Tie Bar 2.98
1.8m Tie Bar 3.84
2.4m Tie Bar 5.38
Wall Tie
Toe Board Bracket Secure and tie scaffolding to wall ties by means of
"S" hook connections.
Toe Board Bracket hold 1 or 2 toeboards in position
and are fastened with wedges to the standard along Length Weight (kg)
the length of the scaffolding. 0.2m Wall Tie 0.81
0.4m Wall Tie 1.52
Weight (kg) 0.6m Wall Tie 2.24
0.8
Length Length
Length
KWIKSTAGE Components
11. End Tow Board Bracket Ladder Beams
Are located in the "V" pressing at the end of the scaffolding Designed to provide a clear span between scaffolds,
wedge device at both ends, to fit on the standard. ladder beams are 305 mm deep with 305 from centre
providing toeboard support to the corners. to centre rungs and are fabricated in 48.3x4mm THK
high tensile steel tube. Fully saddle welded at every
joint, they provide a strong yet convenient support
Weight (kg) system that readily integrates with existing scaffolding
1.3 using standard fittings clamps.
Weight (kg)
Steel Ladder 3.353m Ladder Beam 25.58
4.877m Ladder Beam 45.83
The ladder are made to high standards which include 6.400m Ladder Beam 65.74
notched ends to maintain maximum strength.
Can be manufactured in Aluminum and Steel.
Base Jack
Weight (kg)
6.0m Steel Ladder 52.30 It used to level the standard
4.5m Steel Ladder 38.12 on uneven grounds.
3.0m Steel Ladder 24.88
1.5m Steel Ladder 12.15
Weight (kg)
3.7
Steel Ladder Bracket
Is used to secure the ladder are plumb and vertical
to the scaffolding.
Weight (kg)
3.3
KWIKSTAGE Components
Length
Length
12. Closed‐end Steel Planks Scaffold Net
Made of 1.8mm thickness steel sheet by 230mm wide. The steel Used to secured perimeter fence for safety.
planks spans between the transoms giving a non‐slip level surface.
Length Width
Weight (kg) 50m x 2m
2.4m Closed‐end Steel Planks 16.31 50m x 3m
1.8m Closed‐end Steel Planks 12.23
1.2m Closed‐end Steel Planks 8.37
0.7m Closed‐end Steel Planks 4.95
Stillages
For Storing Scaffolding components made from
LVL Scaffold Board scaffolding tube.
Are made of 38mm in THK by 225mm in width by desired length in mm.
Water Proof Paints on both ends and treated with chemical flame retardant.
WBP (Phenolic Formaldehyde Resin Glue)
Weight (kg)
Weight (kg) 33
4.0m LVL Scaffolding Board 18.80
3.0m LVL Scaffolding Board 14.10
2.4m LVL Scaffolding Board 11.28
2.0m LVL Scaffolding Board 9.40
1.8m LVL Scaffolding Board 8.46
1.2m LVL Scaffolding Board 5.64
1.0m LVL Scaffolding Board 4.70
Length
KWIKSTAGE Components
Length
16. Standard with spigot Staircase
The standards have Rosette Ring at 0.50m centres to enable The staircase system incorporates Ringlock standard
ledgers to be attached where required. Standard are available products. The stair stringers are manufactured to
in hot‐dip galvanized steel tubing 48.3x3.2 mm THK. specification dependent on the height and pitch
required.
Weight (kg)
3.2
5.6
7.9
10.3
12.3
14.7
19.2
Standard without spigot
Weight (kg)
2.6
4.7
6.9
9.1
11.8
13.8
18.2
Base Collar 240 The system’s safety features include:
The collar is inserted into the base jack to join standard. • Guard rails and hand rails
• Non‐slip non‐tilt hook on boards
• Toe boards can be attached when required
• Extra wide stair treads to allow for passing of
Weight kg personnel
1.6 • The Scaffold allows for additional loading on the
heavy duty staircase and platforms.
Length
0.5m without Spigot
4.0m without Spigot
1.5m without Spigot
2.0m without Spigot
2.5m without Spigot
3.0m without Spigot
1.0m without Spigot
4.0m with Spigot
3.0m with Spigot
2.5m with Spigot
1.0m with Spigot
2.0m with Spigot
1.5m with Spigot
Length
0.5m with Spigot
RINGLOCK Components
17. Ledger U‐Ledger
This allows quick, safe and easy hooking‐in and locking Weight (kg)
to the connecting rosette ring of the vertical post. 2.2
2.4
3.3
Weight (kg)
1.7
1.9 Ledger with Reinforcement
2.4
2.6 Weight (kg)
3.2 5.9
4.0 Is used to level the scaffold. 7.6
4.1 Weight 3.7 kg
4.2
4.5
5.4 Bridging Ledger
5.5 Weight (kg)
5.9 3.7 Weight (kg)
6.0 9.7
7.6 12.8
7.9 15.9
9.7 19.7
9.8
11.1
11.5
15.2 U‐Bridging Ledger
U‐Ledger for Deck Configuration Weight (kg)
9.5
12.2
15.3
17.8
4 x 0.32m or 2 x 0.61m
3 x 0.32m or 1 x 0.61m + 1 x 0.32m
2 x 0.32m or 1 x 0.61m
2 x 0.19m
2.57m Bridging Ledger
3.07m Bridging Ledger
3.07m U‐Bridging Ledger
1.40m Reinforcement Ledger
9 x 0.32m
7 x 0.32m + 1 x 0.19
Adjustable base jack
1.57m U‐Bridging Ledger
2.07m U‐Bridging Ledger
2.57m U‐Bridging Ledger
Length
1.57m Bridging Ledger
2.07m Bridging Ledger
0.50m U‐Ledger
0.45m U‐Ledger
Length
1 x 0.32m
Length
1.40m Ledger
1.29m Ledger
Length
0.45m Ledger
Length
0.39m Ledger
0.25m Ledger
1.00m Ledger
0.90m Ledger
0.73m Ledger
0.50m Ledger
3.07m U‐Ledger
2.57m U‐Ledger
2.07m U‐Ledger
1.57m U‐Ledger
6 x 0.32m
4 x 0.32m + 1 x 0.19m
1.09m Ledger
1.04m Ledger
2.50m Ledger
2.07m Ledger
2.00m Ledger
1.57m Ledger
4.14m Ledger
3.07m Ledger
1.40m U‐Ledger
1.09m U‐Ledger
0.45m U‐Ledger
0.50m U‐Ledger
0.73m U‐Ledger
0.73m U‐Ledger
No. of Steel Deck
3.00m Ledger
2.57m Ledger
1.50m Ledger
Length
1.09m Reinforcement Ledger
RINGLOCK Components
19. Diagonal Brace, Metric
Weight (kg)
8.9
10.1
11.3
3.9
4.8
5.8
7.1
7.6
7.8
8.3
8.7
9.5
9.5
9.8
10.4
Side Bracket U‐Side Bracket
Used to extend the scaffold platform by cantilevering Weight (kg)
for an additional decks. 3.5
3.9
Weight (kg) 6.4
2.4 0.79m Side U‐Bracket with 2‐wedge heads 5.1
3.5 1.09m Side U‐Bracket with 2‐wedge heads 12.1
6.8
12.2
Length, LxH
for 1.00m bay length, 0.5m bay height
0.73m Side Bracket with spigot
Length
0.28m Side U‐Bracket with spigot
0.39m Side U‐Bracket with spigot
0.73m Side U‐Bracket with spigot
for 1.00m bay length, 1.0m bay height
for 3.00m bay length, 1.0m bay height
for 3.00m bay length, 0.5m bay height
for 3.00m bay length, 1.5m bay height
for 2.50m bay length, 2.0m bay height
for 3.00m bay length, 2.0m bay height
1.09m Side Bracket with wedge heads
for 1.00m bay length, 1.5m bay height
for 2.50m bay length, 1.5m bay height
for 2.00m bay length, 0.5m bay height
for 2.00m bay length, 1.0m bay height
for 2.00m bay length, 1.5m bay height
for 2.50m bay length, 0.5m bay height
for 2.50m bay length, 1.0m bay height
for 2.00m bay length, 2.0m bay height
0.26m Side Bracket without spigot
0.36m Side Bracket without spigot
Length
RINGLOCK Components
20. Access Steel Planks, 0.32m wide U‐Access Steel Planks, 0.32m wide
Weight (kg) Weight (kg)
7.1 U‐Access Steel Planks, 1.57m x 0.32m wide 10.0
9.4 U‐Access Steel Planks, 2.07m x 0.32m wide 11.6
10.1 U‐Access Steel Planks, 2.57m x 0.32m wide 14.8
10.8 U‐Access Steel Planks, 3.07m x 0.32m wide 16.1
12.6
16.1
19.0
22.5
U‐Access Steel Planks, 0.19m wide
Weight (kg)
Access Steel Planks, 0.19m wide U‐Access Steel Planks, 0.73m x 0.19m wide 5.2
U‐Access Steel Planks, 1.09m x 0.19m wide 6.4
Weight (kg) U‐Access Steel Planks, 1.40m x 0.19m wide 8.1
5.1 U‐Access Steel Planks, 1.57m x 0.19m wide 8.6
7.1 U‐Access Steel Planks, 2.07m x 0.19m wide 10.2
9.1 U‐Access Steel Planks, 2.57m x 0.19m wide 13.3
10.1 U‐Access Steel Planks, 3.07m x 0.19m wide 15.4
12.7
15.5
18.3
U‐Access Deck, 0.61m wide
Weight (kg)
Access Deck, 0.61m wide U‐Access Deck, 0.73m x 0.61m wide 7.3
U‐Access Deck, 1.09m x 0.61m wide 9.8
Weight (kg) U‐Access Deck, 1.57m x 0.61m wide 13.2
Access Deck, 0.73m x 0.61m wide 7.3 U‐Access Deck, 2.07m x 0.61m wide 16.5
Access Deck, 1.09m x 0.61m wide 9.8 U‐Access Deck, 2.57m x 0.61m wide 19.4
Access Deck, 1.57m x 0.61m wide 13.2 U‐Access Deck, 3.07m x 0.61m wide 24.3
Access Deck, 2.07m x 0.61m wide 16.5
Access Deck, 2.57m x 0.61m wide 19.4
Access Deck, 3.07m x 0.61m wide 24.3
Access Steel Planks, 1.40m x 0.19m wide
Access Steel Planks, 2.07m x 0.19m wide
Access Steel Planks, 2.57m x 0.19m wide
Access Steel Planks, 3.07m x 0.19m wide
Length
Access Steel Planks, 1.57m x 0.19m wide
Access Steel Planks, 0.73m x 0.19m wide
Access Steel Planks, 1.09m x 0.19m wide
Length
Length
Length
Access Steel Planks, 1.09m x 0.32m wide
Access Steel Planks, 1.29m x 0.32m wide
Access Steel Planks, 1.40m x 0.32m wide
Access Steel Planks, 2.07m x 0.32m wide
Access Steel Planks, 2.57m x 0.32m wide
Access Steel Planks, 3.07m x 0.32m wide
Access Steel Planks, 1.57m x 0.32m wide
Access Steel Planks, 0.73m x 0.32m wide
Length
Length
RINGLOCK Components
21. Lattice Girder U‐Access Deck with Ladder, 0.61m wide
Are made from standard tube 48.3x3.2 mm THK. To Weight (kg)
span in different bays to give clear access or to U‐Access Deck, 2.57m x 0.61m with ladder 24.0
avoid obstructions. U‐Access Deck, 3.07m x 0.61m with ladder 27.4
Weight (kg)
5.14m Lattice Girder 55.5
6.14m Lattice Girder 64.8
7.71m Lattice Girder 82.9
U‐Lattice Girder, Steel
Weight (kg) Access Deck with Ladder, 0.61m wide
2.07m U‐Lattice Girder 23.5
2.57m U‐Lattice Girder 29.8 Weight (kg)
3.07m U‐Lattice Girder 35.8 Access Deck, 2.57m x 0.61m with ladder 25.9
4.14m U‐Lattice Girder 44.2 Access Deck, 3.07m x 0.61m with ladder 29.7
5.14m U‐Lattice Girder 54.2
6.14m U‐Lattice Girder 62.7
U‐Lattice Girder for Deck Configuration
2.07m U‐Lattice Girder
2.57m U‐Lattice Girder
3.07m U‐Lattice Girder
4.14m U‐Lattice Girder
5.14m U‐Lattice Girder
6.14m U‐Lattice Girder
Length
Length
Length
Length
Length
15 x 0.32m and 1 x 0.19m
18 x 0.32m and 1 x 0.19m
9 x 0.32m
12 x 0.32m and 1 x 0.19m
6 x 0.32m
No. of Steel Deck
7 x 0.32m and 1 x 0.19m
RINGLOCK Components
25. Standard with Spigot Ledger
Are made from a high grade steel tube with 48.8x3.2mm All horizontal ledgers have identical forged blade ends,
wall thickness and identified by a sliding forged top cup with a minimum of projection to avoid damage.
and pressed bottom cups with special fabricated at every
500mm interval to get the desired strength.
Weight (kg)
3.0 meter (9'‐10") 16.8
2.5 meter (8'‐2") 14.1
2.0 meter (6'‐6") 11.4 Weight (kg)
1.5 meter (4'‐11") 8.7 3.05 meter (10') Horizontal 11.76
1.0 meter (3'‐3") 6.1 2.74 meter (9') Horizontal 10.58
2.50 meter (8'‐2") Horizontal 9.67
Standard without Spigot 2.44 meter (8') Horizontal 9.45
2.13 meter (7') Horizontal 8.27
Weight (kg) 1.83 meter (6') Horizontal 7.13
3.0 meter (9'‐10") 16.15 1.80 meter (5'‐11") Horizontal 7.02
2.5 meter (8'‐2") 13.45 1.52 meter (5') Horizontal 5.96
2.0 meter (6'‐6") 10.75 1.50 meter (4'‐11") Horizontal 5.88
1.5 meter (4'‐11") 8.05 1.25 meter (4'‐1") Horizontal 4.93
1.0 meter (3'‐3") 5.45 1.22 meter (4') Horizontal 4.82
1.07 meter (3'‐6") Horizontal 4.24
Connector 0.91 meter (3') Horizontal 3.72
0.90 meter (2'‐11") Horizontal 3.61
Spigot is inserted into the top to join standard. 0.79 meter (2'‐7") Horizontal 3.18
0.56 meter (1'‐10") Horizontal 2.32
Weight (kg) Reinforced Ledger
0.65
Weight (kg)
1.80m Reinforced Ledger 10.55
2.50m Reinforced Ledger 14.66
Adjustable base jack 3.05m Reinforced Ledger 17.88
3.60m Reinforced Ledger 21.11
is used to level the scaffold. 4.30m Reinforced Ledger 25.21
5.00m Reinforced Ledger 29.31
Weight (kg)
3.7
Length
Length
Length
Length
CUPLOCK Components
26. Swivel Brace Hop‐up Bracket
Provides the bay bracing to a cuplock It is designed to increase overall width and extend
scaffold system. Vertical steel tube are working platforms. 1 board is made from 48.8mm
made of 48.3x2.5 mm THK and has tube with a ledger blade and plate at one end.
a swivelling end blade to allow for easy 2 & 3 boards are made up of horizontal, support
location in the point node. brace and vertical post.
Weight (kg) Length Weight (kg)
12.60 Board Bracket Extension 2.4
11.80 Board Bracket 1' (1 Board) 1.5
11.00 Board Bracket 1'‐10" (2 Board) 5.5
9.90 Board Bracket 2'‐7" (3 Board) 6.9
9.50
Steel Plank with Hook
Designed to be light‐weight, safe, and durable in direct response to
user needs. This is best suited for working platform for use at a high
place, since it is 20% lighter than the conventional plywood board,
and steel plank is highly recommended to be used on construction site. Omega Transom
Are fabricated twin angle steel bar fixed with a drop
forged ledger blade attached to both ends.
The outward standing bottom leg of the angles
supports the board in a captive manner.
Weight (kg)
2.5m Omega Transom 13.16
Weight (kg) 1.8m Omega Transom 9.58
3.00 meter (10') Steel Plank with hooks 20.23 1.25m Omega Transom 6.81
2.50 meter (8'‐2") Steel Plank with hooks 16.72 0.9m Omega Transom 5.17
2.00 meter (7') Steel Plank with hooks 13.98
1.80 meter (5'11") Steel Plank with hooks 12.52
1.50 meter (4'11") Steel Plank with hooks 10.66
Length
1.0x2.0m Brace 2.2m
1.8x2.0m Brace 2.7m
2.0x2.0m Brace 3.0m
2.5x2.0m Brace 3.2m
1.2x2.0m Brace 2.4m
Length
Length
CUPLOCK Components
27. Access Stair Caster Adaptor
It can be erected for vertical construction site and public Units provide for the easy
transport with the used of scaffold standard components conversion of caster wheel
together with special designed stair case handrail, which from the systems for use of
are located so as to enable fast and simple. movable rolling tower.
Weight (kg)
Staircase 2.50 x 2.00 meter 47.0
Handrail 2.50x 2.00m 14.0 Weight (kg)
Staircase 3.05x 2.00 meter 51.0 5.6
Handrail 3.05x 2.00m 15.0
Ladder Bracket
Is used to secure the ladder are plumb and vertical Base Plate
to the scaffolding.
A base for universal jack, also connect
to open‐ended standard.
Weight (kg)
3.3 Weight (kg)
0.9
Intermediate Transom
Steel Ladder
Can be placed anywhere between the
horizontals for increasing the support The ladder are made to high
space and are used where wooden standards which include
planks require intermediate support notched ends to maintain
between span of two ledgers. maximum strength.
Weight (kg) Weight (kg)
1.80 m Intermediate Transom 8.63 6.0m Steel Ladder 52.0
1.50 m Intermediate Transom 7.21 4.5m Steel Ladder 38.0
1.25 m Intermediate Transom 6.10 3.0m Steel Ladder 24.0
1.07 m Intermediate Transom 5.14 1.5m Steel Ladder 12.0
0.90 m Intermediate Transom 4.32
Length
LengthLength
CUPLOCK Components
33. Corner Guard Rail Post U‐head Jack Screw Jack
Weight (kg) Weight (kg) Weight (kg)
3.8 5.68 4.85
Cross Brace Staircase
Weight (kg) It can be erected for vertical construction
10'x4' Cross Brace 7.12 site and public transport with the used of
9'x4' Cross Brace 6.49 scaffold standard components together
8'x4' Cross Brace 5.85 with special designed stair case handrail,
7'x4' Cross Brace 5.26 which are located so as to enable fast and
6'x4' Cross Brace 4.99 simple.
5'x4' Cross Brace 4.26
Length Weight (kg)
Staircase 5'x6'4" 55.5
Staircase 7'x6'4" 62.5
Caster Wheel
Guard Rail
Coupling Pin Weight (kg)
Sizes Weight (kg) 5.62
10' Guard Rail 4.90
9' Guard Rail 4.31
8' Guard Rail 3.72 Weight (kg) 24" Side Bracket
7' Guard Rail 2.32 0.45
6' Guard Rail 2.00
5' Guard Rail 1.68
Weight (kg)
5.68
Color Legend
Light blue Grey Blue Green Red Yellow Orange Black
Sizes
FRAME Components
44. Stage 1 Dismantling Procedure
Complete slab and support system erected. Stripping follows the same procedure the
techniques of early dismantling are followed or not.
The advantages of early stripping is that the primary
beams and infills may be removed while concrete
soffit remains supported and completely undisturbed
during its curing period.
Stage 2 The primary beams and infills may therefore be re‐used
Reinforcing steel placed and concrete poured. One day after concreting thus gaining further concrete production with only an
the second set of support can be erected on the upper level. additional set of supprting components.
Primary beams and infills may be removed by striking
the drophead wedge. While the primary head remains
in contact with the concrete, the striking of the wedge
allows the beams to drop about 115mm giving
sufficient clearance for the removal of the infills.
Stage 3
After three days plywood, infill beams and decking beams are stripped
without removing the support. A double set of support is supplied.
Up Down
Stage 4 Whether the advantages of early striking are taken
After stripping level 1 all decking, ledgers and braces can immediately or not, complete safety in dismantling operation is
be placed on the second set of support previously erected on level 2. ensured as primary beams and infills cannot fall to the
ground after striking, but must be removed manually.
To assemble KwikDek Shoring and Decking remove
the drophead assembly from the jack at one end and
connect it to the beam.
The completed with its drophead can now be raised
and dropped over the jack.
KWIKDEK Assembly
6
45. Permissible Loads on Base Components Early Stripping
Vertical Axial Load to 57kN Early stripping is a technique where by the
The Loading will vary according to the horizontal loads is removed 3‐4days after casting the slab but with the
taken into account and the actual extension of the supporting structure of shoring remaining undisturbed
jack required. for the full curing period.
After striking the primary beams, the infill beams and
the plywood can be easily removed and re‐used on the
next area of scaffold.
The drophead remains at all times in contact with the
underside of the slab ensuring proper support at all
Standard "V" pressing times.
Maximum safe shear load on each "V" pressing is 10kN. Before Striking
Drophead supporting beams in raised position.
Drophead Technical Details
Safe load carrying capacity of 40kN
KwikDek Shoring‐GUIDE
At least two lacing levels have to be used on each
standards. When calculating two horizontal forces,
include for wind forces, the effect of eccentricity, After Striking
and out of verticality in accordance with British Drophead in struck position.
Standard 5975.
Take care that the structure is stable in the unloaded
condition, especially if towers or narrow structures
are used. All standard should be erected plumb.
Horizontal forces should be distributed over all
standards as evenly as possible.
Footings should be provided to prevent settlement
of the standards.
KWIKDEK Technical Data
7
48. Standards Ledgers
Are made from a high grade steel tube with 48.3mm dia. by 3.2mm All horizontal ledgers have identical forged blade
wall thickness and identified by a sliding forged top cup and pressed ends, with a minimum of projection to avoid damage.
bottom cups with special fabricated at every 500mm interval to get
the desired strength. Length (m)
Each standard takes a maximum leg load of capacity of 57kN. 2.5
1.8
Effective Length, (m) 1.5
0.8 1.2
1.0 0.9
1.3 0.6
1.5
1.8 Universal Jack
2.0
2.3 It connects open‐ended standard with
2.5 drophead and it is used for adjusting
2.8 drophead heights.
3.0
Socket Base Adaptor
It provides a base for the universal jack,
also connect universal jack to drop head.
Drophead
The quick strip drophead supplied along with nuts and bolts
is designed to fit on standard shoring props and socket base Base Jack
adaptor to suit any system scaffolding.
It used to level the standard
on uneven grounds.
CUPDEK Components
51. Phase 1 Cupdek Striking Procedure
Complete slab and support system erected. Stripping follows the same procedure the
techniques of early dismantling are followed or not.
The advantages of early stripping is that the primary
beams and infills may be removed while concrete
soffit remains supported and completely undisturbed
during its curing period.
Phase 2 The primary beams and infills may therefore be re‐used
Reinforcing steel placed and concrete poured. One day after concreting thus gaining further concrete production with only an
the second set of support can be erected on the upper level. additional set of supprting components.
Primary beams and infills may be removed by striking
the drophead wedge. While the primary head remains
in contact with the concrete, the striking of the wedge
allows the beams to drop about 115mm giving
sufficient clearance for the removal of the infills.
Phase 3
After three days plywood, infill beams and decking beams are stripped
without removing the support. A double set of support is supplied.
Up Down
Phase 4 Whether the advantages of early striking are taken
After stripping level 1 all decking, ledgers and braces can immediately or not, complete safety in dismantling operation is
be placed on the second set of support previously erected on level 2. ensured as primary beams and infills cannot fall to the
ground after striking, but must be removed manually.
To assemble KwikDek Shoring and Decking remove
the drophead assembly from the jack at one end and
connect it to the beam.
The completed with its drophead can now be raised
and dropped over the jack.
CUPDEK Assembly
52. Permissible Loads on Base Components Early Stripping
Vertical Axial Load to 57kN Early stripping is a technique where by the
The Loading will vary according to the horizontal loads is removed 3‐4 days after casting the slab but with the
taken into account and the actual extension of the supporting structure of shoring remaining undisturbed
jack required. for the full curing period.
After striking the primary beams, the infill beams and
the plywood can be easily removed and re‐used on the
next area of scaffold.
The drophead remains at all times in contact with the
underside of the slab ensuring proper support at all
times.
Drophead Technical Details
Before Striking
Safe load carrying capacity of 40kN
Drophead supporting beams in raised position.
CupDek Shoring‐GUIDE
For Standard at the beginning and end of a row, the loading figures
of the top and base lifts have to be reduced by 5%, except if jack
bracing is used.
This also applies to the use of Cuplock in towers and single bays.
At least two lacing levels have to be used on each
standards. When calculating two horizontal forces,
include for wind forces, the effect of eccentricity,
and out of verticality in accordance with British After Striking
Standard 5975.
Take care that the structure is stable in the unloaded Drophead in struck position.
condition, especially if towers or narrow structures
are used. All standard should be erected plumb.
Horizontal forces should be distributed over all
standards as evenly as possible.
Footings should be provided to prevent settlement
of the standards.
CUPDEK Technical Data
64. Steel Waler Universal Clamp
It is a twin 100x50mm chennel section. Used to connect Aluminum to waler. Simple in design
Weight 22 kg/m prevent rotation and ensure positive connection.
Weight(kg)
0.52
Angle Tie Bracket
It is a heavy duty bracket for external corner ties.
Fixed to walers with the help of wedge.
Weight(kg)
Aluminum Beam 2.50
Two different profile are available:
Prop Connector
Fitted to formwork by wedge, they
provide attachment for Push‐pull Props.
Weight(kg)
2.0
A150 Beam: Bending Moment exceeds 6 kNm
Size: 150x80 mm
Weight: 3.162 kg/m
Length: Any length up to 10m Lifting Bracket
Connect to the Aluminum beam for crane handling
A165 Beam: Bending Moment exceeds 6 kNm of forms. Two bracket are used per panel.
Size: 150x80 mm
Weight: 3.162 kg/m Weight(kg)
Length: Any length up to 10m 4.5
3
COLUMN Components
65. Calculations are based on Concrete Pressure up to 100 kN/sq.m
(mm) (pcs)
200 8
300 8
400 12
500 12
600 12
700 16
800 16
900 20
1000 20
1200 24
(M) A B C D E
2.00 0.30 1.00
2.60 0.30 1.60
3.00 0.40 1.60
3.50 0.40 1.10 1.20
4.00 0.40 1.00 1.60
4.50 0.40 1.00 1.20 1.20
5.20 0.40 1.00 1.20 1.60
6.00 0.40 0.80 1.00 1.40 1.40
PANEL
HEIGHT
COLUMN WALERS SPACING
(M)
COLUMN Technical Data
4
COLUMN
WIDTH
NO. OF
BEAMS
68. Steel Waler Universal Clamp
It is a twin 100x50mm chennel section. Designed to make Used to connect Aluminum to waler. Simple in design
elements using standard size plywood sheets. prevent rotation and ensure positive connection.
Simple, positive connections 110kN tie load capacity.
Weight 22 kg/m
Weight (kg)
Length 0.52
(m)
1.17
2.39 Angle Tie Bracket
3.61
4.83 It is a heavy duty bracket for external corner ties.
Fixed to walers with the help of wedge.
Weight (kg)
Aluminum Beam 2.5
Two different profile are available:
Prop Connector
Fitted to formwork by wedge, they
provide attachment for Push‐pull Props.
Weight (kg)
2.0
A150 Beam: Bending Moment exceeds 6 kNm
Size: 150x80 mm
Weight: 3.162 kg/m
Length: Any length up to 10m Lifting Bracket
Connect to the Aluminum beam for crane handling
A165 Beam: Bending Moment exceeds 6 kNm of forms. Two bracket are used per panel.
Size: 150x80 mm
Weight: 3.162 kg/m Weight (kg)
Length: Any length up to 10m 4.5
WALL Components
3
69. Wedge A Splicer
They are heavy drop forged wedge, which provides Splicer provides standard connections between panel.
high strength connections. Minimum adjustment length is 710mm.
Weight (kg) Weight (kg)
1.0 4.1
Wedge S
Access Bracket Simple robust wedge for connection of accessories.
Simple but robust bracket with positive wedge fixing
for providing walkways on large forms. It is provide
with spigot for fixing guardrail post. Weight (kg)
0.3
Weight (kg)
11.0 Internal Corner Connector
Provides tight positive connectios at internal corners.
ensure 90° corner every time.
Internal Splice
For connection between panels where make up areas is Weight (kg)
required. Can also be used to extend panels for stop‐end 11.0
and external corner details.
Length Hinge Waler Connector
(mm)
960 Used when there is a change in angle between panels.
1460 Can be used in circular structure.
1960
Weight (kg)
17.0
WALL Components
4
70. ECO‐WALL
STEEL WALERS
S N S N S N S N
(mm) (mm) (mm) (mm)
363 4 330 8 353 11 339 15
363 4 330 8 353 11 339 15
272 5 288 9 321 12 316 16
272 5 288 9 294 13 296 17
272 5 256 10 294 13 296 17
S ‐ Aluminum beams spacing center to center
N ‐ No. of Aluminum beams per panel
CONCRETE PRESSURE
(kN/m²)
STEEL WALER SIZES
(mm)
PLYWOOD SIZES
(18mm Thk) 1219
1170
2438
2390
60
80
3657 4876
3610 4830
40
90
50
WALL Technical Data
5