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Unbonded precast prestressed concrete structure and structures with the structure

机译:不粘的预制预应力混凝土结构和结构与结构

摘要

PROBLEM TO BE SOLVED: To prevent compression failure in an unbonded PCaPC structure. SOLUTION: An unbonded PCaPC structure is a first unbonded PCaPC pillar body including a first concrete member molded into a columnar shape and a tension material inserted through the first concrete member in an unbonded state and a tension is applied. A first unbonded PCaPC including a second unbonded PCaPC pillar body including a second concrete member molded into a columnar shape and a tension material inserted through the second concrete member in an unbonded state and to which tension is applied. It has a joint formed by arranging one end of the pillar body and one end of the second unbonded PCaPC pillar body in the vertical direction so as to face each other. The peripheral edge of one or both end faces of the member is molded into a curved surface. [Selection diagram] Fig. 1
机译:要解决的问题:以防止在未粘合的PCAPC结构中的压缩失败。 解决方案:未粘合的PCAPC结构是第一未粘合的PCAPC支柱体,其包括模制成柱状形状的第一混凝土构件,并且在未粘附状态下通过第一混凝土构件插入的张力材料并施加张力。 包括第二未粘结的PCAPC支柱体的第一未粘合的PCAPC,包括模制成柱状形状的第二混凝土构件和在未粘附状态下通过第二混凝土构件插入的张力材料和张力。 它具有通过在垂直方向上布置支柱体和第二未粘结的PCAPC支柱体的一端的一端形成的接头,以便彼此面对。 构件的一个或两个端面的周边边缘模制成弯曲表面。 [选择图]图1

著录项

  • 公开/公告号JP2021156152A

    专利类型

  • 公开/公告日2021-10-07

    原文格式PDF

  • 申请/专利权人 株式会社フジタ;

    申请/专利号JP20200197557

  • 发明设计人 高森 直樹;朱 盈;

    申请日2020-11-27

  • 分类号E04B1/22;E04H9/02;E04B1/21;E04B1/58;

  • 国家 JP

  • 入库时间 2022-08-24 21:32:10

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