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REINFORCING METHOD OF EXISTING BUILDING FOUNDATION BY INCLINED SHAFT

机译:斜井既有建筑基础加固方法

摘要

PROBLEM TO BE SOLVED: To provide a reinforcing method of an existing building foundation in future by using an inclined shaft firmly resistant to horizontal force such as earthquake force. ;SOLUTION: An inclined shaft 1 is arranged in the ground near the foundation of an existing building and the pile head of the inclined shaft 1 and the foundation of the existing building are connected together so that load is transmissible. In this case, inclined shaft construction work is attended with such process as excavating the ground with a casing pipe 11 provided with a digging pit 12 on its end periphery by intruding it into the ground by inclining it by the angle of the inclined shaft 1 with respect to the vertical line, sliming the interior of the excavation hole after excavation, erecting a ready-made pile in the interior of the casing pipe 11, filling the interior of the casing pipe 11 with a filler 15, pulling up the casing pipe 11 to the top of the anchoring portion and pressurizing the filler 15 on the anchoring portion, pulling up the casing pipe 11 to the ground and removing it, and curing the filler 15 until its specific strength is generated.;COPYRIGHT: (C)1999,JPO
机译:解决的问题:通过使用牢固地抵抗诸如地震力之类的水平力的倾斜轴,为将来的现有建筑物基础提供加固方法。 ;解决方案:倾斜轴1布置在现有建筑物基础附近的地面中,并且倾斜轴1的桩头与现有建筑物的基础连接在一起,从而可以传递载荷。在这种情况下,需要进行倾斜轴的施工作业,例如,通过在倾斜方向上以倾斜轴1的角度倾斜地埋入地下的套管11在其端部周边开挖地面来进行挖掘。相对于垂直线,在挖掘之后使挖掘孔的内部变薄,在套管11的内部竖立现成的桩,并用填充剂15填充套管11的内部,向上拉套管11。到锚固部分的顶部并加压锚固部分上的填充物15,将套管11拔到地面并移开,然后固化填充物15直到产生其特定强度。版权:(C)1999,日本特许厅

著录项

  • 公开/公告号JPH11247203A

    专利类型

  • 公开/公告日1999-09-14

    原文格式PDF

  • 申请/专利权人 TAKENAKA KOMUTEN CO LTD;

    申请/专利号JP19980046074

  • 发明设计人 SATO EIJI;MARUOKA MASAO;

    申请日1998-02-26

  • 分类号E02D27/48;

  • 国家 JP

  • 入库时间 2022-08-22 02:37:40

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