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SEISMIC BASE ISOLATION BUILDING CONSTRUCTION OF EXISTING BUILDING

机译:既有建筑的地震基础隔震建筑施工

摘要

PROBLEM TO BE SOLVED: To reduce labor and time required for placing flat slab and hence reducing execution costs without sacrificing the advantages in the conventional building construction.;SOLUTION: After the underground section of an existing building is excavated, a polarity of new piles 17 are pressed in the ground around an existing pile 5 by a jack 18 with the foundation 1 as a reaction support, then the flat slab 11 is placed at an excavated bottom C at the lower portion of the underground while the existing pile 5 and the new pile 17 are covered, an upper section 5a of the existing pile 5 is cut while supporting the foundation 1 with the new pile 17 as a support by the jack 18, a post 12 is constructed on a cut end section 5b of the existing pile 5, and further a seismic base isolation device 15 is interposed between the post 12 and the foundation 1. The new pile 17 and the existing pile 5 are used as a support for tentatively supporting an existing building and a support for supporting the existing building finally, respectively, so that the flat slab 11 may be allowed to have only a function as a beam for bearing lateral force for thinning.;COPYRIGHT: (C)2002,JPO
机译:解决的问题:在不牺牲常规建筑结构优势的情况下,减少放置平板的劳动和时间,从而降低执行成本。解决方案:开挖现有建筑物的地下部分后,请重新堆砌极性17用千斤顶18将地基1作为反力支撑物,压在现有桩5周围的地面上,然后将平板11放置在地下下部的挖掘底部C上,同时将现有桩5和新桩5覆盖桩17,在用千斤顶18支撑新桩17作为支撑的基础1的同时,对现有桩5的上部5a进行切割,并在现有桩5的切割端部5b上构造支柱12。并且,在立柱12和基础1之间插入地震基础隔离装置15。新桩17和现有桩5被用作临时支撑现有建筑物的支撑和用于支撑建筑物的支撑。最后分别支撑现有建筑物,从而使平板11只能起梁的作用,以承受横向力进行减薄。;版权所有:(C)2002,JPO

著录项

  • 公开/公告号JP2002138497A

    专利类型

  • 公开/公告日2002-05-14

    原文格式PDF

  • 申请/专利权人 TOYO CONSTR CO LTD;

    申请/专利号JP20000335983

  • 发明设计人 OKAMOTO KENJI;MORI OSAMU;AOKI MASA;

    申请日2000-11-02

  • 分类号E02D27/34;E02D27/12;E04G23/02;

  • 国家 JP

  • 入库时间 2022-08-22 00:59:04

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