Title :
Design of temporary support space of steel - concrete composite beams
Author_Institution :
Sch. of Archit. Eng., Xuzhou Inst. of Archit. Technol., Xuzhou, China
Abstract :
In Chinese steel structure design standard, steel concrete composite beams in construction stage, if adopted temporary support beams are not needed for the calculation of the pressure, and generally thought that temporary support, the effect is to reduce the main girder in construction stage of deformation and stress. However the temporary support should be how to calculate the distance without relevant regulations and related formula, can from some construction manual to get some experience. This study found through the calculation formula for calculating the distance beyond the support construction experience, and the manual verified through engineering examples.
Keywords :
beams (structures); concrete; deformation; design engineering; steel; stress analysis; structural engineering; supports; Chinese steel structure design standard; construction stage; deformation; girder; steel-concrete composite beams; stress; temporary support beams; Concrete; Layout; Manuals; Presses; Steel; Stress measurement; Structural beams; composite beans; example; interval; support;
Conference_Titel :
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location :
Lushan
Print_ISBN :
978-1-4577-0289-1
DOI :
10.1109/ICETCE.2011.5775826