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Temporary column and converse striking rigid frame prefabrication construction method

机译:临时立柱反击刚性框架的预制施工方法

摘要

PURPOSE:To reduce the carrying-in and carrying-out of form materials, and to cut down a stand-by time until concrete strength is displayed by operating the components of framed studs even as column main reinforcements while ensuring the reinforcement arranging spaces of beams by concentrating the components of the framed studs at the corner sections of columns. CONSTITUTION:A framed stud 1 is inserted into a mainly mounted pile 5 constructed to a ground surface 20, girders 7 are disposed to bearing frames 6 installed to sections corresponding to a landslide protection wall 21 and the first floor of the framed stud so as to be bridged, and reinforcements are assembled to the framed stud 1 and the girders 7, and first floor forms 11 and column forms 10 are constructed. Concrete is placed on the framed stud, the girders, the first floor forms and the column forms, a column, beams and the first floor 26 are formed, and excavation up to a first basement is conducted. Likewise, concrete is placed on the framed stud, the girders, first basement floor forms and the column forms, and the column, the beams and a first basement floor 28 are formed.
机译:目的:为了减少模板材料的搬入和搬出,并通过操作框架式双头螺栓的组件(甚至用作柱主加强筋)来减少显示混凝土强度之前的待机时间,同时确保横梁的钢筋排列空间通过将框架螺栓的组件集中在立柱的角部。构成:将框架螺栓1插入构造成地面20的主要安装的桩5中,将大梁7布置在支承框架6上,支承框架6安装在对应于滑坡保护墙21和框架螺栓第一层的部分上,以便将其桥接,并且将加强件组装到框架的立柱1和大梁7上,并构造第一底板模板11和柱模板10。将混凝土放置在框架的立柱上,形成大梁,第一层模板和圆柱模板,圆柱,梁和第一层26,并进行挖掘直至第一地下室。同样地,将混凝土放置在框架的立柱,大梁,第一地下室地板模板和柱形模板上,并形成圆柱,梁和第一地下室地板28。

著录项

  • 公开/公告号JP2763488B2

    专利类型

  • 公开/公告日1998-06-11

    原文格式PDF

  • 申请/专利权人 ANDO KENSETSU KK;

    申请/专利号JP19930348431

  • 发明设计人 KATSUMATA MOTOYUKI;

    申请日1993-12-27

  • 分类号E02D29/045;E21D13/00;

  • 国家 JP

  • 入库时间 2022-08-22 03:02:24

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