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Liquefaction measures structure of ground improvement mat foundation, and soil improvement solid foundation method

机译:地基垫层的液化措施结构及地基固结法

摘要

PROBLEM TO BE SOLVED: To provide a liquefaction measure structure for a ground improvement mat foundation in which the foundation can be corrected to be horizontal while suppressing costs, even if uneven settlement is incurred in the foundation by liquefaction, while preventing the liquefaction, and a ground improvement mat foundation construction method.;SOLUTION: A ground improvement mat foundation comprises: a rising part 2 which is provided along a column or a lower end of a load-bearing wall; a bottom plate part 3 which is provided continuously with a bottom portion of the rising part over all the construction plane of a building; and a ground improved part which is obtained by applying ground improvement to the ground below the bottom plate part 3. In the ground improvement mat foundation, a soil cement column 5 is constructed by a soil cement construction method, an injection hole 30 through which a liquid medicine is injected when uneven settlement is incurred in the ground by liquefaction is provided on the bottom plate part 3, and around the outer periphery of the foundation, a falling wall part 4 is provided which protrudes downward from the bottom plate part 3 for preventing the liquid medicine injected from the injection hole 30 from being leaked to the outside of the foundation.;COPYRIGHT: (C)2013,JPO&INPIT
机译:解决的问题:提供一种用于地面改良垫基础的液化措施结构,其中即使在液化引起基础不均匀沉降的同时,也可以防止基础上的不均匀沉降,并且在抑制成本的同时将基础校正为水平。地面改善垫地基的施工方法。解决方案:地面改善垫地基包括:沿承重墙的圆柱或下端设置的立起部分2;底板部3,其在建筑物的整个建筑平面上连续地具有立起部的底部。以及通过在底板部3下方对地面进行地面改良而获得的地面改良部。在地面改良垫基础中,通过土壤水泥构造方法构造土壤水泥柱5,通过该喷射孔30形成的水泥地面。在底板部3上设置有因液化而在地面上产生不均匀沉降的情况下的药液注射剂,在基础的外周附近设置有从底板部3向下方突出的倒壁部4。从注射孔30注射的药液不会泄漏到基础外部。版权所有:(C)2013,日本特许事务所

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