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Underground structure and method of rebuilding building with underground building

机译:地下结构和用地下建筑物重建建筑物的方法

摘要

PROBLEM TO BE SOLVED: To make a cast-in-place concrete pile larger in diameter and lower in cost when suppressing floating of an existing pressure board and occurrence of a board swelling phenomenon by installing the cast-in-place concrete pile for reconstruction of a building having an underground skeleton.SOLUTION: There is provided an underground structure 10 for reconstruction of a building having an underground skeleton, the underground structure including: an existing pressure board 22 which is not disassembled and left under the ground; a newly constructed cast-in-place concrete pile 40 constructed so as to penetrate the existing pressure board 22; a diameter-increased part 40A constructed on the existing pressure board 22 in the same body with a head part of the newly-constructed cast-in-place concrete pile 40, and having a larger diameter than through holes of the newly constructed cast-in-place concrete pile 40 and existing pressure board 22; and a cylindrical body 30 constructed on the existing pressure board 22 with a concrete wall while surrounding the diameter-increased part 40A so as to extend to above the ground water level.
机译:解决的问题:通过安装现浇混凝土桩来抑制现存的压力板的浮动并防止发生板膨胀现象,从而使现浇混凝土桩的直径更大,成本更低。解决方案:提供一种用于重建具有地下骨架的建筑物的地下结构10,该地下结构包括:现有的压力板22,其未被拆卸并留在地下;新建的现浇混凝土桩40,其构造成穿透现有的压力板22;直径增大部分40A,该直径增大部分40A与新建的现浇混凝土桩40的头部在同一主体中构造在现有的压力板22上,并且具有比新建的现浇混凝土的通孔大的直径。放置混凝土桩40和现有的压力板22;圆筒体30,以直径扩大部40A为中心,以延伸至地下水位以上的方式,在现有的带有混凝土壁的压力板22上构成。

著录项

  • 公开/公告号JP6209911B2

    专利类型

  • 公开/公告日2017-10-11

    原文格式PDF

  • 申请/专利权人 株式会社大林組;

    申请/专利号JP20130189271

  • 发明设计人 稲葉 吉亮;

    申请日2013-09-12

  • 分类号E02D31/12;E04G23/06;E02D29/045;E21D13/00;

  • 国家 JP

  • 入库时间 2022-08-21 13:58:43

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