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PIER STUD CONNECTION STRUCTURE AND PIER STUD CONNECTING METHOD

机译:墩柱连接结构及墩柱连接方法

摘要

PROBLEM TO BE SOLVED: To provide a pier stud connection structure which occupies a small construction area, contributes to a shortened construction period and reduced construction costs, and exerts sufficient durability at a connection, and to provide a pier stud connecting method.;SOLUTION: The pier stud connection structure for connecting between a pile head 3a of an RC pile 3 and a base structure 4b of a steel square cylindrical pier 4, is implemented by a connection unit 5 which is formed of the base structure 4b; an extended plate 15 extended from each flange 12 of the base structure 4b; connecting reinforcements 8 protruded upward form the pile head 4b; and a cylindrical steel shell 21 externally fitted onto the base structure 4b and the connecting reinforcements 8, and rigidly connected to the base structure 4b via the extended portions 15, to thereby restrain poured joining concrete 31 from the periphery. According to the pier stud connection structure, a number of deviation preventive holes 16 are formed in webs 11, the flanges 12, ribs 13, 14, and the extended portions 15 of the base structure 4b, for transmitting shearing force from the base structure 4b via the joining concrete 31 to the pile head 3a.;COPYRIGHT: (C)2006,JPO&NCIPI
机译:解决的问题:提供一种墩柱连接结构,其结构面积小,有助于缩短施工时间并降低建造成本,并在连接时发挥足够的耐久性,并提供一种墩柱连接方法。用于在RC桩3的桩头3a与方钢圆柱墩4的基础结构4b之间进行连接的墩柱连接结构是通过由基础结构4b形成的连接单元5实现的。从基础结构4b的每个凸缘12延伸的延伸板15;从桩头4b向上突出的连接加强件8。圆筒形的钢壳21从外部装配到基础结构4b和连接加强件8上,并通过延伸部分15与基础结构4b刚性连接,从而从周围抑制浇筑的接合混凝土31。根据墩柱连接结构,在腹板11,凸缘12,肋13、14和基础结构4b的延伸部分15中形成多个防偏离孔16,用于传递来自基础结构4b的剪切力。通过连接混凝土31到达桩头3a。版权所有:(C)2006,JPO&NCIPI

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