首页> 外文会议>International Symposium on Structural Engineering for Young Experts; 20060818-21; Fuzhou amp; Xiamen(CN) >Experimental Study on Simply Supported Slab of Reinforced Concrete Stiffening Ribbed Hollow Pipe Girderless Floor
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Experimental Study on Simply Supported Slab of Reinforced Concrete Stiffening Ribbed Hollow Pipe Girderless Floor

机译:钢筋混凝土加筋空心管无梁楼盖简支板试验研究

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Cast-in place reinforced concrete stiffening ribbed hollow pipe girderless floor is a new-style reinforced concrete hollow floor system. Experimental research of simply supported slab has been done on this floor system in this paper, in order to analyze the mechanical property of the stiffening ribbed hollow pipe girderless floor, such as bearing capacity, rigidity etc. Through the experiment, the structural behaviors of stiffening ribbed hollow pipe girderless floor, including the distribution of internal force, crack, deformation,bearing capacity and failure mode have been investigated. Moreover, the slab with the hollow pipes which have the precast stiffening ribs is compared with the slab with the hollow pipes which have no the precast stiffening ribs in the experiment, and the difference of mechanical property such as the rigidity of the two sorts of slabs is analyzed. It is testified through the experiment that the stiffening ribbed hollow pipes improve the structural behavior.
机译:现浇钢筋混凝土加筋肋骨空心管无梁楼板是一种新型的钢筋混凝土空心楼板体系。为了分析加筋肋骨空心管无梁楼板的力学性能,如承载力,刚度等,对该地板体系进行了简支板的试验研究。研究了带肋空心管无梁地板的内力分布,裂缝,变形,承载力及破坏方式。此外,在实验中比较了带有空心管的预制板和不带有预制肋的板,以及两种板的机械性能的差异,如刚度。被分析。通过实验证明,加强肋空心管可以改善结构性能。

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