2007Jiangsu ConstructionRequires access

Discussion on the Technical Measures of Scaffolding Stability under the Effect of Wind Load to Large Space Frame or Bent Structure Building

Zhou Jian

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Abstract

Because of the space between two structure members(beam,column,slab etc) is large in the big space frame or bent structure building,installation of wall connecting lever for scaffolding can not be fitted for the stipulation of the technical code for safety of steel tubular scaffold with couplers in construction(JGJ130).Reduced lateral support for scaffolding makes lateral rigidity smaller.Lateral rigidity for scaffolding plays the key role in stability of scaffolding under the effect of wind load.

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What this paper is about

Because of the space between two structure members(beam,column,slab etc) is large in the big space frame or bent structure building,installation of wall connecting lever for scaffolding can not be fitted for the stipulation of the technical code for safety of steel tubular scaffold with couplers in construction(JGJ130).Reduced lateral support for scaffolding makes lateral rigidity smaller.Lateral rigidity for scaffolding plays the key role in stability of scaffolding under the effect of wind load.

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Available abstract

Because of the space between two structure members(beam,column,slab etc) is large in the big space frame or bent structure building,installation of wall connecting lever for scaffolding can not be fitted for the stipulation of the technical code for safety of steel tubular scaffold with couplers in construction(JGJ130).Reduced lateral support for scaffolding makes lateral rigidity smaller.Lateral rigidity for scaffolding plays the key role in stability of scaffolding under the effect of wind load.

Key concepts: Structural engineering, Space frame, Rigidity (electromagnetism), Bent molecular geometry, Engineering, Lever, Structural load, Mechanical engineering

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