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Shear reinforcement method for reinforced concrete walls

机译:钢筋混凝土墙的剪力加固方法

摘要

PROBLEM TO BE SOLVED: To facilitate injection of a filler into a hole for inserting a shear reinforcing member in shear reinforcement of an existing reinforced concrete wall, and to suppress the use of an unnecessary filler. SOLUTION: A bottomed hole 11 for inserting a shear reinforcing member is drilled in an existing reinforced concrete wall 1 from one wall surface 1a toward the other wall surface 1b with a downward slope. Then, even when the shear reinforcing member is inserted into the hole 11 later, the filler 12 is primarily injected in an amount that does not overflow from the opening of the hole 11. Then, the shear reinforcing member 13 is inserted into the hole 11 into which the filler 12 is injected. Then, the filler 12 is secondarily injected into the hole 11 up to the upper edge of the opening 11a. [Selection diagram] Fig. 4
机译:要解决的问题:便于将填料注入孔中,以便在现有钢筋混凝土墙的抗剪加固中插入抗剪构件,并抑制不必要的填料的使用。解决方案:在现有的钢筋混凝土墙1中,以一个向下倾斜的方式从一个壁表面1a朝向另一个壁表面1b钻有一个用于插入抗剪增强构件的有底孔11。然后,即使稍后将抗剪增强构件插入孔11中,也首先以不会从孔11的开口溢出的量注入填料12。然后,将抗剪增强构件13插入孔11中。填料12被注入其中。然后,将填充剂12第二次注入孔11中直至开口11a的上边缘。 [选择图]图4

著录项

  • 公开/公告号JP2020153195A

    专利类型

  • 公开/公告日2020-09-24

    原文格式PDF

  • 申请/专利权人 鹿島建設株式会社;

    申请/专利号JP20190055206

  • 发明设计人 安永 正道;

    申请日2019-03-22

  • 分类号E04G23/02;

  • 国家 JP

  • 入库时间 2022-08-21 11:37:12

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