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PIT AND CONSTRUCTING METHOD OF BASEMENT UTILIZING THE PIT

机译:基坑及基坑利用基坑的施工方法

摘要

PROBLEM TO BE SOLVED: To stabilize a wall body by the small depth of embedment by forming a columnar continuous underground wall by cast-in-place construction by grout injection up to the specified depth of embedment and bearing the lower foot section of the wall by a continuous ground beam. SOLUTION: Soil-cement columnar-body continuous underground walls 1, 1', 2, 2' are formed by cast-in-place by grout injection up to the depth of embedment of the half or lower of pit design depth from a ground surface along the plane contour of a designed pit. Steel core materials are extended and reinforced along a proper number of major axes of the underground walls 1, 1', 2, 2', and underground-wall fixing treatment including waling consisting of the successive stretching of beams in the vicinity of the upper ends of the steel core materials is executed. A soil-cement columnar-body continuous ground beam 3 is formed by cast-in-place by grout injection at the level of a pit designed base stretched between the penetration sections of the opposed underground walls 1, 1'. A bedrock surrounded by the underground walls 1, 2 is excavated up to specified depth, and the pit is formed.
机译:解决的问题:通过灌浆施工到指定的嵌入深度,通过浇铸施工形成柱状连续地下墙,并通过支撑墙的下脚部分,从而在较小的嵌入深度下稳定墙体。连续的地梁。解决方案:土壤水泥柱状体连续地下墙1、1',2、2'是通过注浆浇铸成地而形成的,直到从地面埋入坑设计深度的一半或更低沿着设计的凹坑的平面轮廓。钢芯材料沿地下壁1、1',2、2'的适当长轴延伸和增强,地下壁固定处理包括横行,该横行包括在上端附近连续拉伸梁的钢芯材料被执行。通过在相对的地下壁1、1'的贯通部之间延伸的基坑设计基础的水平上通过注浆浇注就地形成土壤-水泥柱状体连续地梁3。挖出被地下墙1、2包围的基岩,直至达到指定的深度,并形成坑。

著录项

  • 公开/公告号JPH0953237A

    专利类型

  • 公开/公告日1997-02-25

    原文格式PDF

  • 申请/专利权人 MITSUI HOME CO LTD;AUTO SETSUTO:KK;

    申请/专利号JP19950205789

  • 发明设计人 KITAGAKI SHINJI;MARUOKA IKUO;

    申请日1995-08-11

  • 分类号E02D17/02;C09K17/20;C09K17/44;C09K17/48;E02D5/20;E02D29/045;E21D13/00;E21D11/10;E21D13/02;

  • 国家 JP

  • 入库时间 2022-08-22 03:33:30

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