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FILL CONCRETE LEAKAGE PREVENTION STRUCTURE OF STEEL CONCRETE COMPOSITE FLOOR SLAB

机译:钢混凝土复合楼板填充混凝土的防渗结构

摘要

PROBLEM TO BE SOLVED: To surely prevent the leakage of a fill concrete in the case of filling without greatly raising manufacturing/construction costs for a steel concrete composite floor slab formed by filling the inside of a steel shell panel having an opening in a main girder position with the fill concrete. ;SOLUTION: A sealing member 3 continued in the direction of the axis of a main girder 1 is provided by holding an opening 10 of a base steel plate 7 between the base steel plate 7 and a main girder 1. A projection 4 continued in the direction of the axis of the main girder 1 is provided in the lower surface of the base steel plate 7 coming into contact with the sealing member 3 or the upper surface of the main girder 1 or both of them. The sealing member 3 is fixed to the base steel plate 7 by cutting it into the projection 4, and no gap occurs between the sealing member 3 and projection 4 accordingly. By the constitution, the sealing member 3 can be prevented from slipping away or falling down from the lower surface of a composite floor slab 2 by infilled pressure of a fill concrete 6. The leakage of the unsolidified fill concrete 6 can be prevented.;COPYRIGHT: (C)2000,JPO
机译:解决的问题:在填充的情况下,确实防止填充混凝土的泄漏,而不会大大增加通过在主梁中填充具有开口的钢制外壳面板的内部而形成的钢混凝土复合楼板的制造/建造成本。填充混凝土的位置。 ;解决方案:通过在主钢板1和主梁1之间夹住主钢板7的开口10来提供在主梁1的轴线方向上连续的密封部件3。主梁1的轴线方向设置在与密封部件3接触的基础钢板7的下表面或主梁1的上表面或两者中。通过将密封构件3切割成突起4而将其固定在基础钢板7上,因此在密封构件3与突起4之间不产生间隙。通过该构造,可以防止填充构件6的填充压力使密封构件3从复合地板2的下表面滑落或掉落。可以防止未固化的填充构件6的泄漏。 :(C)2000,日本特许厅

著录项

  • 公开/公告号JP2000297410A

    专利类型

  • 公开/公告日2000-10-24

    原文格式PDF

  • 申请/专利权人 SUMITOMO METAL IND LTD;

    申请/专利号JP19990107761

  • 发明设计人 SAITO HIROSHI;ABE YUKIO;

    申请日1999-04-15

  • 分类号E01D19/12;E04B5/40;

  • 国家 JP

  • 入库时间 2022-08-22 02:02:34

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