首页> 外国专利> REINFORCING STRUCTURE AND REINFORCING METHOD OF INTERMEDIATE RESTRICTING REINFORCEMENT FOR REINFORCING BRIDGE PIER AGAINST EARTHQUAKE

REINFORCING STRUCTURE AND REINFORCING METHOD OF INTERMEDIATE RESTRICTING REINFORCEMENT FOR REINFORCING BRIDGE PIER AGAINST EARTHQUAKE

机译:防震桥梁墩中间加固的加固结构及加固方法

摘要

PROBLEM TO BE SOLVED: To easily dispose intermediate restricting reinforcements according to the shape of the side surfaces of an existing skeleton.;SOLUTION: This reinforcing structure of a bridge pier 1 is constructed by restraining band reinforcements 4 horizontally disposed on the existing skeleton 120 by the intermediate restraining reinforcements 5 inserted into drilled holes 12A horizontally extending through the existing skeleton 120, and placing a polymer cement mortar 6 around the outer surfaces of the intermediate restraining reinforcements 5, the band reinforcements 4, and the existing skeleton 120. The intermediate restraining reinforcement 5 is formed by vertically bending both ends of a set of upper and lower reinforcements 51, 52 which are inserted into the drilled holes 12A and which extend through the existing skeleton 120 and connecting the ends (side parts 51a, 51b, 52a, 52b) of the both reinforcements 51, 52 to each other at the bent vertical portions.;COPYRIGHT: (C)2011,JPO&INPIT
机译:解决的问题:根据现有骨架的侧面的形状容易地布置中间的限制增强件。解决方案:桥墩1的这种增​​强结构是通过用水平约束将水平增强件4设置在现有骨架120上的带状增强件4来构造的。中间约束加强件5插入水平延伸穿过现有骨架120的钻孔12A中,并在中间约束加强件5,带状增强件4和现有骨架120的外表面周围放置聚合物水泥砂浆6。加强件5是通过上下弯曲一组上部和下部加强件51、52的两端而形成的,该组上部和下部加强件51、52插入到钻孔12A中并延伸穿过现有骨架120并连接端部(侧部51a,51b,52a,52b两个加强件51、52在弯曲的垂直部分处彼此对齐);版权所有:( C)2011,日本特许厅

著录项

  • 公开/公告号JP2011168970A

    专利类型

  • 公开/公告日2011-09-01

    原文格式PDF

  • 申请/专利权人 NARA CONSTRUCTION CO LTD;

    申请/专利号JP20100031315

  • 发明设计人 SUDA YUKIHIKO;SATO KOICHI;

    申请日2010-02-16

  • 分类号E01D22/00;E01D19/02;

  • 国家 JP

  • 入库时间 2022-08-21 18:24:10

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