Component
Wall Panel
It forms the face of the wall. It is an Aluminium sheet properly cut to fit the exact size of the wall.
Rocker
It is a supporting component of wall. It is L-shaped panel having allotment holes for stub pin.
Kicker
It forms the wall face at the top of the panels and acts as a ledge to support.
Stub Pin
It helps in joining two wall panels. It helps in joining two joints.
BEAM COMPONENTS
Beam Side Panel
It forms the side of the beams. It is a rectangular structure and is cut according to the size of the beam.
Prop Head for Soffit Beam
It forms the soffit beam. It is a V-shaped head for easy dislodging of the formwork.
Beam Soffit Panel
It supports the soffit beam. It is a plain rectangular structure of aluminium.
Beam Soffit Bulkhead
It is the bulkhead for beam. It carries most of the bulk load.
DECK COMPONENT
Deck Panel
It forms the horizontal surface for casting of slabs. It is built for proper safety of workers.
Deck Prop
It forms a V-shaped prop head. It supports the deck and bears the load coming on the deck panel
Prop Length
It is the length of the prop. It depends upon the length of the slab.
Deck mid – Beam
It is the bulkhead for beam. It carries most of the bulk load.
Soffit Length
It provides support to the edge of the deck panels at their perimeter of the room.
Deck Beam Bar
It is the deck for the beam. This component supports the deck and beam.
OTHER COMPONENTS
Internal Soffit Corner
It forms the vertical internal corner between the walls and the beams, slabs, and the horizontal internal cornice between the walls and the beam slabs and the beam soffit.
External Soffit Corner
The external soffit corners forms the vertical external corner between walls and / or beam faces and horizontal external corners between wall / beam face and soffit of slabs.
External Corner
The external corner connects vertical or horizontal form work together at right angles
Technical Specification
TECHNICAL SPECIFICATION COMPARISONS |
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1 |
ALUMINIUM FACE SHEET |
3.9mm 3105-H18 |
2 |
ALUMINIUM EXTRUSION |
6061 T6 |
3 |
SIDE RAIL |
65mm *8mm THK |
4 |
AVG WT. OF SYSTEM |
30Kg per SQM |
5 |
ALUMINIUM |
21Kg /m |
6 |
MS STEEL |
9kg/m |
7 |
WELDING |
MANUALLY |
8 |
SIDE RAIL WELDING |
MANUALLY |
9 |
SIDE RAIL HOLE PATTERN |
|
10 |
CORNER GUSSETS |
PROVIDED |
11 |
LOAD RATING OF PANEL |
4.5 TON /SQM |
12 |
% OF STANDARD FORMS |
90% |
13 |
ESTIMATE USES |
200 TIMES |
14 |
REUSES FOR NEXT PROJECT |
75%-85% |
15 |
HARDWARE |
STD. MS PINS &WEDGES. OPTIONAL-HARDEN PINS&WEDGES |
16 |
PROPS |
ADJUSTABLE MS PROPS WITH PIPE HEAD & SECONDARY WITH SUPPORT PLATE |
17 |
WALERS |
ALUMINIUM EXTRUSION WITH MS BRACKETS |
18 |
BUSH |
|
19 |
SPEED OF WORK |
20 TO 25 SQM Per MAN DAY |
Benefits & Savings
BENEFITS & SAVINGS |
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S.NO |
PARTICULARS |
CONVENTIONAL PLY SYSTEM |
ALUMINIUM FORMWORK |
1 |
EXTERNAL PLASTER |
REQUIRED |
NOT REQUIRED |
2 |
INTERNAL PLASTER |
REQUIRED |
NOT REQUIRED |
3 |
SURFACE FINISH QUALITY |
ROUGH FINISH WHICH REQUIRES PLASTER OR THICK PUTTY |
FORM FINISH READY TO PAINT |
4 |
TIME PERIOD |
21 DAYS PER SLAB |
7 DAYS PER SLAB |
5 |
REWORK |
REQUIRED |
NOT REQUIRED |
6 |
DIMENSIONS TOLERANCE |
25 TO 30 mm |
3 TO 5 mm |
7 |
MATERIAL COST RECOVERED ON COMPLETION OF PROJECT |
0% |
35% |
8 |
SAVINGS IN SITE EXPENSES |
0% |
66% |