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| System | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| The choice of system will be based on the partition performance requirements – i.e. height , thickness, nature of duty, fire resistance thermal shield, acoustics and other loading factors. See the table | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Components | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| • StrandecTM Panels • SWF wall formers – tampered edge (other edges available on request) • SWF (N) – Strandec Natural • SWF(B) – StrandecTM Burl – single side screed finished (white) • SWF(C ) – StrandecTM Compo – thermal panel • Thickness 30, 40 ad 50mm • Width 600mm; Length 1200mm • Panel connectors - Starters and couplers • Damp proof course at footer as per design specifications • Rebars as per design requirements • Glassfibre tape where seamless finish is required • Jointing compound where seamless finish is required • Glassfibre Mat as a substrate for finishing plaster where required • Finishing plaster if required |
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| System Choices | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| StrandecTM Panel made from Inorganic
Bonded Composites completed mineralized using Portland cement makes it as
strong as wood which does not shatter or crack and is fire resistant. The
matrix structure gives it strength with lightweight and also with unique
acoustical and thermal insulating. The definitive properties of StrandecTM combined with the established strengths of concrete a wide range of high performance walls can be assembled in a fast track construction with StrandecTM Wall Form systems perform to varying fire ratings, acoustics, stiffness and heights as per the table. |
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| Applications | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| StrandecTM High Performance Walls can be an ideal choice for various end users such as offices, schools, hotels, hospitals, industries, theatres etc. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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| Construction Procedures | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Footings | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Should be constructed as would be done for conventional
wall construction following normal practices ensuring that they are in one
level with a key way on the top as per the wall layout and steel reinforcing
dowels protruding out to facilitate tie up of vertical rebars. Mark the footing with a chalk line to show the inside and outside edges of the wall to be formed. with the outside vertical wire rods in the connectors embedded in the panels. This assembly is placed on the lines marked ensuring that the panels are in line and plumb Placement of Subsequent Courses – Coupler connectors are placed pressing down the lower end of the wire rods on the top end of the panels of the first course at 300mm centers one on either end being placed at 150mm from |
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| Dump proof course | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Any acrylic membrane type sealant can be used
as a damp proof course. 100mm of the starter rebars and starter connectors are also to be painted with the sealant to assure a good seal. |
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| Former Assembly | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Placement of First Course – Place the starter connectors at 300mm centers with at least one on either end 150mm from the edge the edge. The second course of panels is then pressed down on the vertical wire rods of the connectors. Ensure both horizontal line and levels are maintained. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Rebar Placement | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Horizontal rebar members are placed in the slots
provided on either ends of the connector. The horizontal bars are to be
staggered for above grade construction and on the external end for below
grade construction. The bars can be clipped at every 6 feet to the connector. Vertical rebar is to be tied to the dowels on the footing in required spacing as per design. |
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| Braces | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| To ensure proper alignment of the wall formers they should be braced at the ends and at the center. The bracing should be in place on the inside face of the wall prior to concrete pour and after the wall former is assembled to a height of 1200mm. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Concrete Pour | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Concrete with water/cement ratio of less than
0.60 and maximum aggregate sizes of 16mm with a slump of 120mm is poured
with a line or boom pump. For additional courses the previous course should
be left rough and unfinished to provide better bond for the subsequent courses. Control Joints are to be provided for partition runs over 6 meters at every 6 metres. |
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| Jointing | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Glass fibre tapes are placed on the center between two abutting panels at the center of the StrandecTMSDB tapered edge panels after filling up one coat of joint compound to hold the tape in position. The second coat is applied after the first coat is dried to cover the tape as well as the complete tapered portion of the panels on either side of the joint. The joint compound is spread to a level on both sides by a trowel. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Plastering | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| The final coat a skim coat is then spread on the joint and the entire surface. Fibreglass mesh is placed on the StrandecTM prior to the surface plastering. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||