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Shear transmission structure, concrete structures, how to build the shear transmission structure, and design method of shear transfer structure

机译:剪力传递结构,混凝土结构,剪力传递结构的建立方法,剪力传递结构的设计方法

摘要

PPROBLEM TO BE SOLVED: To transmit a shearing force between an underground continuous wall and a concrete structure joined to the underground continuous wall by a simple configuration. PSOLUTION: In this shear transmission structure 1 of a LNG underground tank 10, a shearing force acting between the underground continuous wall 20 and a storage tank body 30 joined to the underground continuous wall 20 is transmitted to each other. Both joining surfaces of the storage tank body 30 and the underground continuous wall 20 have irregular shapes so that these joining surfaces can be engaged with each other. PCOPYRIGHT: (C)2009,JPO&INPIT
机译:

要解决的问题:通过简单的配置在地下连续墙和连接到地下连续墙的混凝土结构之间传递剪切力。

解决方案:在LNG地下储罐10的这种剪切传递结构1中,作用在地下连续壁20和与地下连续壁20相连的储罐本体30之间的剪切力彼此传递。储罐主体30和地下连续壁20的两个接合表面均具有不规则形状,使得这些接合表面可以彼此接合。

版权:(C)2009,日本特许厅&INPIT

著录项

  • 公开/公告号JP4900236B2

    专利类型

  • 公开/公告日2012-03-21

    原文格式PDF

  • 申请/专利权人 株式会社大林組;

    申请/专利号JP20070341044

  • 发明设计人 渡辺 伸和;

    申请日2007-12-28

  • 分类号E02D5/20;E02D29/045;E21D13;E02D31/02;

  • 国家 JP

  • 入库时间 2022-08-21 17:36:53

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