Discussion on the Technical Measures of Scaffolding Stability under the Effect of Wind Load to Large Space Frame or Bent Structure Building
Zhou Jian
Abstract
Zhou Jian
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.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
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