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FOUNDATION VIBRATION ISOLATION METHOD OF EXISTING SPREAD FOUNDATION STRUCTURE

机译:既有扩展基础结构的基础振动隔离方法

摘要

PROBLEM TO BE SOLVED: To provide a foundation vibration isolation method of the existing spread foundation structure capable of making vibration isolation also for the existing spread foundation structure not having a margin of soil bearing strength by providing a vibration isolation device to the lower surface of a base footing thereof. ;SOLUTION: First of all, a first new pile 3 is driven under the existing base footing 2, a part of the ground 1 under the base footing 2 is excavated, a new footing 6 is driven to temporarily provide bearing members 7 after a second new pipe 5 is driven in the excavated section, the rest of the ground under the base footing 2 is excavated and, at the same time, after the first new pile 3 is cut off, new footings 8 are increased to the bottom. After the bearing members 7 are temporarily provided between the said new footings 8 and base footing 2, the bearing members 7 located at a position wherein a vibration isolation device 10 has to be mounted are removed therefor, and other bearing members 7 between the new footing and base footing 2 are removed to bear vertical axial force by the new footing through the vibration isolation device.;COPYRIGHT: (C)1999,JPO
机译:解决的问题:提供一种现有的扩展基础结构的基础振动隔离方法,该方法能够通过在建筑物的下表面提供振动隔离装置来对不具有承土强度裕度的现有扩展基础结构进行隔离。其基础。 ;解决方案:首先,在现有的基础脚2下打入第一个新桩3,在基础脚2下挖出部分地面1,在第二个基础上驱动新的脚6临时提供支撑构件7在开挖段中驱动新的管子5,在基脚2下的其余地面被开挖,同时,在切下第一根新桩3之后,将新的基脚8增加到底部。在将轴承构件7临时设置在所述新的基脚8和基脚2之间之后,为此移除位于必须安装防振装置10的位置的轴承构件7,并且在新的基脚之间的其他轴承构件7被移除。底座和底座2通过新的底座通过隔振装置被移除以承受垂直轴向力。;版权所有:(C)1999,JPO

著录项

  • 公开/公告号JPH1181344A

    专利类型

  • 公开/公告日1999-03-26

    原文格式PDF

  • 申请/专利权人 TAISEI CORP;

    申请/专利号JP19970259379

  • 发明设计人 SUZUKI TOSHIO;OMIZU HIDEO;

    申请日1997-09-08

  • 分类号E02D27/48;E02D27/34;

  • 国家 JP

  • 入库时间 2022-08-22 02:33:38

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