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Vertical junction structure null of earthquake-proof

机译:垂直交界处结构无震

摘要

PURPOSE:To facilitate fabricating and assembling works of members, by provid ing a cut stage in the jointing part with respective floor beams of a quake resistant wall and connecting main reinforcements protruded in the jointing space formed in the cut stages and then placing concrete in the space. CONSTITUTION:The vertical jointing part of a precast quake resisting wall 1 with a column is formed without cotters at the vertical face. Next, cut stages 5... are formed at the jointing parts 9, 9 with the respective floor beams 3, 3 of the quake resisting walls 1.... And reinforcements 4... are connected to protrude into the jointing space formed between both cut stages 5... in the adjacent quake resisting walls 1... and concrete 7, 7 is placed in the jointing space. In this way, without cotters in the vertical joints of the quake resisting walls 1..., the quake resisting walls can be kept not to shift vertically from each other.
机译:目的:为方便构件的装配和组装,在连接部分设置一个切割台,分别装有抗震墙的地板梁,并连接在切割后形成的连接空间中突出的主要增强材料,然后将混凝土放入空间。组成:预制抗震墙1的垂直连接部分带有圆柱,在垂直面上没有缝隙。接下来,在连接部分9、9处形成具有各自的抗震壁1、3的地板梁的切割台5...。并且连接加强件4 ...以突出到形成的连接空间中。在相邻的抗震壁1 ...中的两个切割阶段5 ...之间,混凝土7、7被放置在接合空间中。这样,在抗震壁1 ...的垂直接缝中没有缝隙的情况下,可以使抗震壁不相互垂直地移动。

著录项

  • 公开/公告号JP2869806B2

    专利类型

  • 公开/公告日1999-03-10

    原文格式PDF

  • 申请/专利权人 TAISEI KENSETSU KK;

    申请/专利号JP19900025120

  • 发明设计人 YOSHIZAKI SEIJI;KANEDA KAZUHIRO;

    申请日1990-02-06

  • 分类号E04B2/56;

  • 国家 JP

  • 入库时间 2022-08-22 02:28:46

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