首页> 外国专利> JOINT STRUCTURE OF REINFORCING BAR, PLACING JOINT METHOD FOR REINFORCED CONCRETE STRUCTURAL BODY, AND JOINT METHOD FOR PRECAST CONCRETE MEMBER

JOINT STRUCTURE OF REINFORCING BAR, PLACING JOINT METHOD FOR REINFORCED CONCRETE STRUCTURAL BODY, AND JOINT METHOD FOR PRECAST CONCRETE MEMBER

机译:钢筋的接缝结构,钢筋混凝土结构体的接缝方法和混凝土构件的接缝方法

摘要

PROBLEM TO BE SOLVED: To provide a joint structure of reinforcing bars capable of being adopted also to a site on which high tension or compressive force acts without scattering a joint position, a placing joint method for a reinforced concrete structural body for efficiently arranging the reinforcing bars and casting concrete by using the joint structure, and a joint method for precast concrete members.;SOLUTION: Two reinforcing bars 1 and 2 bent in a U-shape and having curve sections and parallel straight sections continued to them overlap each other in the vicinity of the curve sections 1a and 2a, and two reinforcing bars are so arranged that the straight sections 1b and 2b are extended to the opposite sides on the same straight line from the overlapped parts. Restraining reinforcing bars 5 are arranged to the outside of the overlapped parts so as to wind them on the two parallel straight sections, and transverse reinforcing bars 3 are arranged to the insides of the overlapped parts at right angles to the straight sections.;COPYRIGHT: (C)2000,JPO
机译:解决的问题:为了提供一种能够在高张力或压缩力作用而又不分散接合位置的部位采用钢筋的接合结构,一种用于钢筋混凝土结构体的放置接合方法,用于有效地布置钢筋。解决方案:两根U形弯曲的钢筋1和2在弯曲过程中相互重叠,弯曲部分和平行的直线部分彼此重叠。弯曲部分1a和2a的附近,并且布置两个加强杆,使得直线部分1b和2b从重叠部分延伸到同一直线上的相对侧。约束钢筋5布置在重叠部分的外侧,以便将它们缠绕在两个平行的直线部分上,横向钢筋3布置在重叠部分的内部,与直线部分成直角。日本特许(C)2000

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