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REINFORCING METHOD FOR EXISTING CONCRETE PILE OF EXISTING BUILDING

机译:既有建筑中现存混凝土桩的加固方法

摘要

PROBLEM TO BE SOLVED: To improve the aseismatic performance of existing concrete piles of an existing building with a good execution property at a low cost by spirally winding a material having tension resistance performance on the reinforcement object portions of the existing concrete piles of the existing building, then spraying mortar or concrete. ;SOLUTION: When aseismatic reinforcement is to be applied to hollow existing concrete piles 3, 3 already driven in the ground as the foundation piles of the foundation 2 of an existing structure 1, the ground below the foundation 2 is excavated until the pile head sections 3A, 3A of the existing concrete piles 3, 3 are completely exposed. When an excavation bottom 5 becomes a level lower than the reinforcement object portions of the existing concrete piles 3, 3, multiple spacers 6 are installed along the axial direction on the surfaces of the pile head sections 3A, 3A after cleaning. A PC steel stranded wire 7 is spirally wound on the pile head sections 3A, 3A from above the spacers 6, mortar or concrete 8 is sprayed, and the pile head sections 3A, 3A are back- filled.;COPYRIGHT: (C)1998,JPO
机译:解决的问题:通过将具有抗拉性能的材料螺旋缠绕在现有建筑物的现有混凝土桩的增强对象部分上,以低成本来改善具有良好执行性能的现有建筑物的现有混凝土桩的抗震性能。 ,然后喷砂浆或混凝土。 ;解决方案:当将抗震加固应用于已作为基础的基础结构1的基础2的已经在地下打入的空心现有混凝土桩3、3时,挖掘基础2下方的地面直到桩头段为止如图3A,3A所示,现有混凝土桩3、3完全暴露。当挖掘底部5的高度比现有的混凝土桩3、3的增强对象部低时,在清洗后沿桩头部3A,3A的表面在轴向上安装多个垫片6。从间隔件6上方将PC钢绞线7螺旋缠绕在桩头部分3A,3A上,喷砂浆或混凝土8,然后回填桩头部分3A,3A。版权所有:(C)1998 ,日本特许厅

著录项

  • 公开/公告号JPH10317373A

    专利类型

  • 公开/公告日1998-12-02

    原文格式PDF

  • 申请/专利权人 TAISEI CORP;

    申请/专利号JP19970137945

  • 发明设计人 ISHII ZENICHI;

    申请日1997-05-14

  • 分类号E02D5/30;E02D27/34;

  • 国家 JP

  • 入库时间 2022-08-22 02:31:57

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