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Construction methods of seismic reinforcing wall of unreinforced-free anchor

机译:无筋锚固地震抗震墙的施工方法

摘要

PROBLEM TO BE SOLVED: To simply construct an earthquake-resistant reinforced wall having high tenacity by using a high-tenacity FRC material (a short-fiber reinforced cement composite material).;SOLUTION: When an earthquake resisting wall 10 is to be extended at an opening 7 in the frame of a reinforced concrete-constructed existing column 2 and an existing beam 3, form at only in one side is erected under the existing beam 3, short fibers are mixed towards the forms and concrete and mortar are mixed, a composite material having improved tensile and being strength and tenacity is manufactured by three-dimensional random blending of the fibers, and high-tenacity FRC material (a short-fiber reinforced cement composite material) 12 in which tensile strain exceeds 1% is sprayed.;COPYRIGHT: (C)2000,JPO
机译:解决的问题:通过使用高强度FRC材料(短纤维增强水泥复合材料)简单地构造具有高强度的抗震增强墙。;解决方案:要在以下位置扩展抗震墙10在钢筋混凝土结构的现有圆柱2的框架中的开口7和仅在一侧形成的现有梁3竖立在现有梁3下方,将短纤维朝模板混合,将混凝土和砂浆混合,通过纤维的三维无规共混来制造具有改善的拉伸强度和强度和强度的复合材料,并喷涂拉伸应变超过1%的高强度FRC材料(短纤维增强水泥复合材料)12。版权:(C)2000,日本特许厅

著录项

  • 公开/公告号JP3762143B2

    专利类型

  • 公开/公告日2006-04-05

    原文格式PDF

  • 申请/专利权人 鹿島建設株式会社;

    申请/专利号JP19990153862

  • 发明设计人 福元 敏之;瀧 正哉;閑田 徹志;

    申请日1999-06-01

  • 分类号E04G23/02;C04B16/06;E04B2/84;

  • 国家 JP

  • 入库时间 2022-08-21 21:49:25

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