首页> 外国专利> DUCTILE SHEAR REINFORCED BAR LAYOUT APPLIED TO REINFORCED CONCRETE SHEAR WALL STRUCTURES

DUCTILE SHEAR REINFORCED BAR LAYOUT APPLIED TO REINFORCED CONCRETE SHEAR WALL STRUCTURES

机译:适用于钢筋混凝土剪力墙结构的韧性剪切钢筋布置

摘要

A ductile shear reinforced bar layout applied to reinforced concrete shear wall structures comprises several vertical reinforced bars, several horizontal reinforced bars, several connecting reinforced bars, a shear reinforced bar, and several reinforced bars, wherein the vertical reinforced bars and the horizontal reinforced bars are intersected to form a plane, the shear reinforced bar structure and the reinforced bars are firmly disposed on the plane, two adjacent planes are connected by the connecting reinforced bars, pouring concrete to the shear reinforced bar connected on the planes and the shear reinforced bar structure being wrapped around by the concrete are to form the shear wall with the RC. Due to irregular vibrations from earthquake, the surface of the wall is cracked along the directions with larger shear forces. Hence, adding the shear reinforced bar structure can avoid cracks and promoting the ability to anti-vibration.
机译:应用于钢筋混凝土剪力墙结构的延性剪力钢筋布置包括几个垂直钢筋,几个水平钢筋,几个连接钢筋,一个剪力钢筋和几个钢筋,其中,垂直钢筋和水平钢筋为相交形成一个平面,将剪力钢筋结构和钢筋牢固地放置在该平面上,两个相邻的平面通过连接的钢筋连接在一起,将混凝土浇注到连接在平面和剪力钢筋结构上的剪力钢筋上被混凝土包裹的地方将与钢筋混凝土形成剪力墙。由于地震引起的不规则振动,墙壁表面会在较大的剪切力作用下沿方向开裂。因此,添加抗剪钢筋结构可以避免裂纹并提高抗振能力。

著录项

  • 公开/公告号US2012151860A1

    专利类型

  • 公开/公告日2012-06-21

    原文格式PDF

  • 申请/专利权人 YEOU-FONG LI;

    申请/专利号US20100968678

  • 发明设计人 YEOU-FONG LI;

    申请日2010-12-15

  • 分类号E04B1/20;E04B1/19;

  • 国家 US

  • 入库时间 2022-08-21 17:34:34

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