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1. 发明专利

JP2006207129A Pier construction of structure 有权
标题翻译：建筑结构
公开(公告)号：JP2006207129A
公开(公告)日：2006-08-10
申请号：JP2005016690
申请日：2005-01-25
申请人： Kawada Industries Inc , Sato Kogyo Co Ltd , Wakachiku Construction Co Ltd , 佐藤工業株式会社 , 川田工業株式会社 , 若築建設株式会社
发明人： TSUJINO SHUICHI , TAKEI SHIYUUEI , NABEYA MASASHI , NAGAFUJI MASAZUMI , NAKAYAMA HISASHI , FUKUSHIMA KENJI , SASAKI HIDETOMO , MUNEMURA MOTOHIRO , KIRIYAMA SHINOBU
IPC分类号： E01D19/02 , E01C1/04
摘要： PROBLEM TO BE SOLVED: To provide a pier construction of a structure capable of simplifying a construction of a joint section between a pile head section and a pier column base section, carrying out construction work at a low cost in a state to save labor while absorbing slippage of the core of a pile and successively carrying out immediately the positioning of a pier and a superstructure work erection process without awaiting time after a pile body has been made.
SOLUTION: The construction of the joint section connecting the head section of the pile 2 to the column base section of the steel-made pier 3 comprises a group of a plurality of anchor bolts 6 burying the lower end sides in the pile head section, the first stage holding member 7 placed in a state to adjust a height position in the Z direction to screw sections of the group of anchor bolts, the second stage holding member 9 mounted on the upper surface of the first stage holding member 7 in a state to adjust a position in X-Y plane and a plurality of fitting metal fasteners 10, etc. interconnecting the first stage holding member 7 to the second stage holding member 9, and it is so constituted that a steel-made pier base section 3A is connected to the upper surface of the second stage holding member 9 with a bolt and that an encased concrete 5 is placed around the steel-made pier 3 including the joint section.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供能够简化桩头部分和墩柱基部之间的接合部分的结构的结构的墩架结构，在节省的状态下以低成本进行施工作业同时吸收堆芯的滑动，并且在桩体已经制成之后不等待时间，并且立即执行码头的定位和上层建筑工作架设过程。
解决方案：将桩2的头部连接到钢制墩3的柱基部的接合部的结构包括多个锚固螺栓6的一组，其将下端侧埋入桩头第一级保持构件7处于状态以调整Z方向的高度位置以使锚定螺栓组的螺旋部分，安装在第一级保持构件7的上表面上的第二级保持构件9 调整XY平面中的位置的状态以及将第一阶段保持构件7与第二阶段保持构件9相互连接的多个嵌合金属固定件10等构成，钢制墩架基部3A为通过螺栓连接到第二级保持构件9的上表面，并且将包裹的混凝土5放置在包括接合部的钢制墩3周围。版权所有（C）2006，JPO＆NCIPI

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