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JOINTING METHOD FOR COLUMN, JOIST AND BEARING WALL IN WALL TYPE RIGID-FRAME CONSTRUCTION

机译:墙式刚构施工中柱,承重墙与承重墙的拼接方法

摘要

PURPOSE:To ensure efficiency for arranging reinforcements by laying joist reinforcements through column reinforcements after filling space with concrete up to a level below a joist for constructing a column and a wall, arranging wall horizontal reinforcements up to a position near the column reinforcements, and then laying many horizontal reinforcements at the upper and lower sides of the joist reinforcements. CONSTITUTION:Space up to the underside of a joist is filled with concrete M for constructing a column 1 and a bearing wall 3. Joist reinforcements 2a are, then, provided orthogonally with column reinforcements 1a, and the horizontal reinforcements 3c of the bearing wall 3 are extended to a position near the column reinforcements 1a. In addition, the number of wall reinforcements 3b laid at the upper and lower sides of the joist reinforcements 2a is made larger than the number of the horizontal reinforcements 3c for the compensation of bearing shortage. According to the aforesaid construction, reinforcements can be laid more efficiently, and an execution period can be shortened.
机译:用途:为确保效率,在将混凝土填充至桁架和墙的托梁下方的水平以下的空间后,通过柱式钢筋铺设托梁钢筋,以确保布置钢筋的效率,然后将墙水平钢筋布置到靠近柱式钢筋的位置,然后在托梁加强件的上下两侧铺设许多水平加强件。组成:直到托梁下侧的空间都充满了混凝土M,用于构造立柱1和承重墙3。然后,托梁加固件2a正交地设置有立柱加固件1a和承托墙3的水平加固3c延伸至柱加强件1a附近的位置。另外,为了补偿轴承不足,使放置在托梁加强件2a的上侧和下侧的壁加强件3b的数量大于水平加强件3c的数量。根据上述构造,可以更有效地铺设加强件,并且可以缩短执行周期。

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