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Beam-column junction construction method null of precast reinforced concrete

机译:预制钢筋混凝土梁柱交界处的施工方法

摘要

PURPOSE:To arrange lower end beams in upper and lower two stages by a method in which after Y-directed beams are placed, the bent tips of L-shaped reinforcing bars are upwardly joined to the tips of X-directed lower end two- stage beams. CONSTITUTION:The ends of X-directed beams l are placed on the tops of precast or in-situ cast concrete columns 4 having projected colum reinforcing bars 5 on their upper parts. The ends of Y-directed beams 1' are placed on the tops of the columns 4 and lower end one-stage beams 2 and 2' are mutually lapped crossingly. Under the condition, The bent tips of L-shaped reinforcing bars 6 are upwardly joined to the tips of the lower end two-stage beams 3 of X-directed beams l. The strength of the column-beam joints can thus be raised.
机译:目的:通过放置Y向梁后,将L形加强筋的弯曲尖端向上连接到X向低端两级尖端上的方法,将上下梁分为上下两级梁。组成:X射线梁1的端部放置在预制或现浇混凝土柱4的顶部,混凝土柱4的上部有凸柱加强筋5。 Y向梁1'的端部放置在立柱4的顶部,下端的一级梁2和2'相互交叉地重叠。在这种情况下,L形加强筋6的弯曲尖端向上连接到X向梁1的下端两级梁3的尖端。因此,可以提高柱梁连接的强度。

著录项

  • 公开/公告号JP2915500B2

    专利类型

  • 公开/公告日1999-07-05

    原文格式PDF

  • 申请/专利权人 MAEDA KENSETSU KOGYO KK;

    申请/专利号JP19900153730

  • 发明设计人 IKEDA TAKEO;MAEDA YASUHARU;

    申请日1990-06-12

  • 分类号E04B1/21;E04B1/16;

  • 国家 JP

  • 入库时间 2022-08-22 02:29:51

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