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Construction methods of the pier overhang

机译:墩台悬挑施工方法

摘要

PROBLEM TO BE SOLVED: To enhance the earthquake resistivity by obviating the necessity of the fabrication of a formwork or the arrangement of reinforcement, the assembly of timbering for supporting the formwork, and the disassembling and removal of the formwork and timbering after placing concrete in the case of executing bridge pier enlargements by only concrete placement at site. ;SOLUTION: The method of executing bridge pier enlargements is such that a PCa beam 2A for forming an enlargement 2 is installed on the top end of a bridge pier 1, and major pillar bars 11 projected from the top end of the bridge pier 1 are inserted in pillar coupling holes 2b made open in a substantially vertical direction beforehand on the PCa beam 2A, and then fixing concrete 25 is placed in a concrete charging space S1 defined by a PCa formwork 24 between the top end of the bridge pier and the PCa beam 2A; finally charging binding material in the pillar coupling holes 2b. In this case, an appropriate selection of low specific gravity or high specific gravity for the fixing concrete 25 adjusts a natural oscillation of the bridge pier.;COPYRIGHT: (C)1998,JPO
机译:要解决的问题:通过消除制造模板或布置钢筋,组装用于支撑模板的木料以及在将混凝土放入混凝土中后拆卸和拆除模板和木料的必要性,提高抗震性。仅通过现场浇筑混凝土进行桥墩扩建的案例。 ;解决方案:执行桥墩扩大的方法是在桥墩1的顶端安装PCa梁2A,以形成扩大的部分2,从桥墩1顶端伸出的主要支柱11是插入预先在PCa梁2A上沿大致垂直方向开口的支柱结合孔2b中,然后将固定混凝土25放置在由顶部之间的PCa模板24限定的混凝土装料空间S 1 中桥墩的末端和PCa梁2A;最后,将结合材料填充到柱结合孔2b中。在这种情况下,低比重或高比重用于定影混凝土25个调整桥墩的自然振荡的适当选择; COPYRIGHT:(C)1998年,日本特许厅

著录项

  • 公开/公告号JP3836920B2

    专利类型

  • 公开/公告日2006-10-25

    原文格式PDF

  • 申请/专利权人 株式会社フジタ;

    申请/专利号JP19960269052

  • 发明设计人 平野 勝識;

    申请日1996-09-20

  • 分类号E01D21/00;

  • 国家 JP

  • 入库时间 2022-08-21 21:52:06

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