首页> 外国专利> CONSTRUCTION OF MULTISTORIED BUILDING EMPLOYING HINGE BASE TOPOGRAPHIC FEATURE ON ALLUVIUM DEPOSIT SUBSOIL

CONSTRUCTION OF MULTISTORIED BUILDING EMPLOYING HINGE BASE TOPOGRAPHIC FEATURE ON ALLUVIUM DEPOSIT SUBSOIL

机译:冲积层底土多层建筑铰链地形特征的构建。

摘要

PURPOSE:To enable to build a rigid plate on the floors above the ground employing a steel pipe pillar prior to the formation of the foundamental topographic features so that a hinge foundation is formed on the steel pillar base projecting from the surface of the plate to receive the hinge terminal of the pillar base for the floors above the ground. CONSTITUTION:The working subsurface 1 is formed within the site of the sheathing steel sheet pile S. The steel pile P is erected through the eccentricity preventor g having the pillar core fixed thereon and then, pressed down discharging sand and soil in the pipe. Subsequently, the steel pipe pillar C is joined thereon. The steel pipe pile is driven down to the gravel layer 6 and then, the steel pipe pillar C thus driven is cut so flush at the beam forming portion of the first floor that the beam receiving connection B is mounted thereon. After the hinge carrier 5 is mounted to receive the hinge terminal 4, concrete is cast to form a steel pipe-concrete compound pillar. Thereafter, the floor is formed supported by the sheathing steel pile S and the steel pipe pillar piles P,C. The construction is performed for the basement and floors above the ground with said floor as the working base.
机译:目的:为了能够在形成基础地形特征之前使用钢管柱在地面上方的地板上建造刚性板,以便在从板表面突出的钢柱基座上形成铰链基础以容纳支柱底座的铰链端子,用于地面以上的地板。构成:工作表面1形成在护套钢板桩S的位置。钢板桩P穿过固定有支柱芯的防偏心器g竖起,然后向下压管道中的沙子和土壤。随后,将钢管柱C连接在其上。将钢管桩向下压至砾石层6,然后,如此驱动的钢管柱C在第一层的梁形成部分处被切割成齐平,从而在其上安装梁接收连接件B。在安装铰链支座5以容纳铰链端子4之后,浇铸混凝土以形成钢管混凝土复合柱。之后,形成由护套钢桩S和钢管柱桩P,C支撑的地板。以地下室和地面以上的楼层为工作基础进行施工。

著录项

  • 公开/公告号JPS5616734A

    专利类型

  • 公开/公告日1981-02-18

    原文格式PDF

  • 申请/专利权人 SUZUKI SHIYOUROKUROU;

    申请/专利号JP19790093103

  • 发明设计人 SUZUKI SHIYOUROKUROU;

    申请日1979-07-21

  • 分类号E02D29/045;E21D13/00;

  • 国家 JP

  • 入库时间 2022-08-22 16:42:04

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