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Liquefied conversion measure fundamental structure and liquefied conversion measure construction method

机译:液化转换措施的基本结构和液化转换措施的建造方法

摘要

Topic While it to be possible, to do liquefied conversion measure effectively, being simple, it offers the liquefied conversion measure fundamental structure and the liquefied conversion measure construction method whose operation cost is small. SolutionsFundamental structure A in order to do the liquefied conversion measure of the building in the time of earthquake, the lower part soil improvement body 1 where surface GL compared to the surface 1A is located to the lower part, plural post support holes h and h which penetrate lower part soil improvement body 1 up and down,The concrete pile 4,4 which is the plural non- deterioration characteristic posts to which top fits, the bottom is located to the lower part ground-water level WL compared to,And concrete pile 4,4,The wooden post 5,5 which to the bottom it is connected is locked,Plural friction piles P and P which are constituted by, hang from the underside 1B of lower part soil improvement body 1,It constitutes, the upper soil improvement body due to the foundation 3 of the aforementioned building which placing is done on 2 which was formed on lower part soil improvement body 1, and upper soil improvement body 2. Selective figure Figure 1
机译:<主题>虽然可以有效地简单地进行液化转化措施,但它提供了液化转化措施的基本结构和液化转化措施的建造方法,其运营成本较小。解决方案为了进行地震时建筑物的液化转换对策的基础结构A,在表面GL与表面1A相比位于下部的土壤改良体1的下部,设有多个支柱支撑孔h,h。上下穿入下部土壤改良剂主体1,与上部相配合的多个无劣化特征的立柱即混凝土桩4,4,与下部地下水位WL相比底部位于下部,与混凝土桩4,4,连接到其底部的木桩5,5被锁定,由下部土壤改良剂主体1的下侧1B悬挂悬挂构成的多个摩擦桩P和P,构成上部土壤由于上述建筑物的地基3的改进体,该基础是放置在下部土壤改良体1和上部土壤改良体2上形成的2上。<选择图>图1

著录项

  • 公开/公告号JP5494880B1

    专利类型

  • 公开/公告日2014-05-21

    原文格式PDF

  • 申请/专利权人 株式会社タケウチ建設;

    申请/专利号JP20130199375

  • 发明设计人 竹内 謹治;山本 春行;

    申请日2013-09-26

  • 分类号E02D27/34;

  • 国家 JP

  • 入库时间 2022-08-21 16:15:12

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