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Lateral flow of the ground to which the bulkhead with the liquefied conversion

机译:液化转换后的舱壁向地面的侧向流动

摘要

PROBLEM TO BE SOLVED: To take measures against liquefaction by improving ground around the pile foundation of a structure, and forming an improved area integrally with the pile foundation, the improved area reaching an unliquefied layer located below the structure. ;SOLUTION: To reinforce a building structure 2 constructed close to a bulkhead 1 on a pile foundation 3, the ground located around the piles 3 is improved and hardened, and an improved ground area 14 reaching bedrock 5 is formed around and integrally with the piles 3. In the event of liquefaction of the ground 4 in an earthquake, the bulkhead 1 is forced away by the ground 4 and displaced toward the sea, and the ground 4 undergoes side fluidization. Therefore, the ground 4 under the structure 2 is also moved toward the foundation part of the bulkhead 1 and weakened, but since piles 3 are integrated with the improved area 14 and increased in cross-sectional area to remarkably enhance their flexural rigidity, deformation is restrained; also, since the improved area 14 reaches the bedrock 5, the piles 3 remain stable. Therefore, damage to the structure can be prevented, and costs can be reduced because only the ground near the pile foundation is improved.;COPYRIGHT: (C)1998,JPO
机译:要解决的问题:通过改善结构桩基础周围的地面,并与桩基础整体形成一个改进的区域来采取防液化措施,该改进的区域到达位于该结构下方的未液化层。 ;解决方案:为了加强在桩基3上靠近舱壁1的建筑结构2,改善并硬化了位于桩3周围的地面,并在桩周围形成了与基岩5相连的改善的地面区域14 3.在地震中地面4发生液化的情况下,舱壁1被地面4推开并向海移动,并且地面4经历侧流化。因此,结构2下面的地面4也向着隔板1的底部移动并被削弱,但是由于桩3与改进的区域14成为一体并且横截面面积增加以显着提高其抗弯刚度,因此变形是内敛另外,由于改善区域14到达基岩5,所以桩3保持稳定。因此,由于仅改善了桩基附近的地面,因此可以防止结构损坏并降低成本。;版权所有:(C)1998,JPO

著录项

  • 公开/公告号JP3671318B2

    专利类型

  • 公开/公告日2005-07-13

    原文格式PDF

  • 申请/专利权人 清水建設株式会社;

    申请/专利号JP19970137269

  • 发明设计人 大槻 明;真野 英之;

    申请日1997-05-27

  • 分类号E02D3/12;

  • 国家 JP

  • 入库时间 2022-08-21 22:29:02

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