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In rim of the cylinder component of earthquake-proof additional strength mannered null existing RC structure or cage of the cylinder component which uses

机译:在抗震附加强度的圆柱构件的边缘处,采用的圆柱构件的现有RC结构或保持架为零

摘要

PROBLEM TO BE SOLVED: To provide a column member, having high earthquake resistance brought by high deformation performance and stable secondary rigidity, and having excellent workability and economical efficiency, a UFC-made precast form and an earthquake resisting reinforcement method for a column member using the UFC-made precast.;SOLUTION: Concrete of a cover part in a plastic hinge section L of a column having RC structure is chipped to expose a main reinforcement 1b and a hoop 1c. The UFC-made precast form 2 is installed in the outer periphery thereof. A void part 3 between the precast form 2 and the column 1 is filled with ordinary concrete 4. The UFC-made precast form 2 is constructed in the axial direction and in the circumferential direction by a plurality of parts. Horizontal joint parts 8a, 8b functioning as crack guide joints are provided in the circumferential direction and in the axial direction of the column 1 in the UFC-made precast form 2. The respective parts of the UFC-made precast form 2 are formed of ultra-high strength fiber reinforced concrete.;COPYRIGHT: (C)2008,JPO&INPIT
机译:解决的问题:提供一种柱构件,其具有由高变形性能带来的高抗震性和稳定的二次刚度,并且具有优异的可加工性和经济效率,一种UFC制成的预制模板和一种用于使用该柱构件的抗震加固方法。解决方案:将具有RC结构的立柱的塑料铰链部分L的覆盖部分混凝土切碎,露出主钢筋1b和箍1c。由UFC制成的预制模板2安装在其外围。在预制模板2和立柱1之间的空隙部分3中填充有普通混凝土4。UFC制的预制模板2在轴向和周向上由多个部分构成。在UFC制的预制模板2中,在柱1的周向和轴向上设置有用作裂纹导向接头的水平接头部分8a,8b。UFC制的预制模板2的各个部分由超薄板形成。 -高强度纤维增强混凝土;;版权所有:(C)2008,日本特许厅&INPIT

著录项

  • 公开/公告号JP4992479B2

    专利类型

  • 公开/公告日2012-08-08

    原文格式PDF

  • 申请/专利权人 鹿島建設株式会社;

    申请/专利号JP20070058434

  • 发明设计人 山野辺 慎一;曽我部 直樹;

    申请日2007-03-08

  • 分类号E04G23/02;

  • 国家 JP

  • 入库时间 2022-08-21 17:37:40

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