发明名称 DESIGNING METHOD FOR BRIDGE PIER JOINT STRUCTURE
摘要 PROBLEM TO BE SOLVED: To provide wide practical application of a bridge pier structure in which the lower end of a steel bridge pier is joined to an RC footing. SOLUTION: According to a design method for a bridge pier joint structure, a pressure Pi that concrete receives from a reinforcing basket is calculated from the equation: Pi=T*tanθ/(ψ*π*Le), where a design tensile force acting on a circular steel pipe is T, the outer diameter of the reinforcing basket isψi, the outer diameter of the circular steel pipe isψo, an effective joint length between the reinforcing basket and the circular steel pipe is Le, and the angle of a compression strut formed between the reinforcing basket and the circular steel pipe isθ. Then, the reinforcing basket outer diameterψi, the effective joint length Le, or the blending of concrete is determined so that the calculated Pi is equal to or less than the yield strength or rupture strength of the concrete. COPYRIGHT: (C)2009,JPO&INPIT
申请公布号 JP2009097257(A) 申请公布日期 2009.05.07
申请号 JP20070270751 申请日期 2007.10.17
申请人 OHBAYASHI CORP 发明人 TANAKA KOICHI;MATSUDA TAKASHI
分类号 E01D19/02;E01D21/00 主分类号 E01D19/02
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