Construction independant tied_scaffold

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Muthurv Venkatachalam

END OF
SCAFFOLD
Sole Plates
Base Plates
Standard
Transom
Ledger
Ledger Brace
Facade Brace
Scaffolding Planks
(Deck area min of 600 mm wide)
Toe Board (Min 150 mm high)
Intermediate guard rail (Max gap of 470 mm)
Brick Guard
Guard Rail (Approx 1.0 m high)
Through Tie
Reveal Tie
Large
Eye Bolt
Eye Bolt
and Strap
Independent
Tied
Scaffold
Couplers at joints

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Conventional Indian construction industry has been forced to look for technology to address its demand & supply gap, diminishing skilled labour and stringent time frame. Precast concrete construction methodology fits perfectly as an alternative for traditional construction with shorter construction duration and reduction in labor, while exceeding quality standards of conventional construction practices in India. The success of this technology fully depends on the Architects, the Structural engineers and the Execution team who are willing to adapt this change from convention method of construction to the precast construction. Change gives us a lot of opportunity to adapt, innovate and implement new efficient technology which will be beneficial to the society at large margin. This technology is becoming trend due to its huge advantages. But in recent past hazards attended to such construction due to collapse. So from the Structural Engineering point of view we have to design keeping in mind the structural safety against this type of collapse.

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Construction independant tied_scaffold

1. END OF SCAFFOLD Sole Plates Base Plates Standard Transom Ledger Ledger Brace Facade Brace Scaffolding Planks (Deck area min of 600 mm wide) Toe Board (Min 150 mm high) Intermediate guard rail (Max gap of 470 mm) Brick Guard Guard Rail (Approx 1.0 m high) Through Tie Reveal Tie Large Eye Bolt Eye Bolt and Strap Independent Tied Scaffold Couplers at joints