首页> 外国专利> CONCRETE PLACING METHOD OF FLOORBOARD PART USING T SHAPE STEEL HAVING PROJECTION OF SYNTHETIC STRUCTURE CAISSON

CONCRETE PLACING METHOD OF FLOORBOARD PART USING T SHAPE STEEL HAVING PROJECTION OF SYNTHETIC STRUCTURE CAISSON

机译:T形钢复合结构沉陷的楼板混凝土浇筑方法

摘要

PROBLEM TO BE SOLVED: To prevent a crack of concrete by returning its height to the same height as a receiving stand of the other place after concrete is placed in a condition where outer shell sheet plate is made higher than the periphery. ;SOLUTION: When concrete is placed on a lower floorboard 5 of a synthetic structure caisson 1 composed of an outer shell steel plate 2 where T shape steel 7 having a projection is welded to the inside surface side and concrete 3 placed on the side to which the T shape steel 7 is welded, the concrete 3 is placed by holding a height of a receiving stand 12 of a part where an upper surface of the concrete 3 receives tensile force at supply time in a condition of being made higher than a receiving stand 11 of the other place. After the concrete 3 is hardened, the height of the receiving stand 12 is returned to the same height as the other receiving stand 11. Therefore, since prestress froce acts on a concrete surface by deflection of dead weight, when this prestress froce is offset to tensile force at supply time, a crack can be prevented.;COPYRIGHT: (C)1997,JPO
机译:解决的问题:为了防止混凝土开裂,在将外壳板放置在比周围高的状态下放置混凝土后,使其高度恢复到与其他位置的接收架相同的高度。 ;解决方案:将混凝土放在合成结构沉箱1的下部地板5上时,沉箱1由外壳钢板2组成,其中,具有凸出部分的T型钢7焊接到内表面侧,而混凝土3放置在在焊接T型钢7之后,通过使供给时的混凝土3的上表面承受拉力的部分的承受台12的高度保持在比承受台高的状态,来放置混凝土3。其他地方的11。在混凝土3硬化之后,容纳台架12的高度恢复到与另一个容纳台架11相​​同的高度。因此,由于预应力压块由于自重的偏转而作用在混凝土表面上,因此当该预应力压块偏移到供给时的拉伸力,可防止裂纹。版权所有:(C)1997,日本特许厅

著录项

  • 公开/公告号JPH09242489A

    专利类型

  • 公开/公告日1997-09-16

    原文格式PDF

  • 申请/专利权人 KAWASAKI STEEL CORP;

    申请/专利号JP19960047283

  • 发明设计人 KANDA KIYOUTAROU;SUEDA AKIRA;

    申请日1996-03-05

  • 分类号E21D11/10;

  • 国家 JP

  • 入库时间 2022-08-22 03:36:27

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