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BUILDING METHOD FOR BIG ROOF BY BENDING CONSTRUCTION METHOD

机译:弯曲施工法建造大屋顶的方法

摘要

PROBLEM TO BE SOLVED: To provide the building method for a big roof by a rational bending construction method, in which jacks are not required at all or are hardly required at the top section of a bending working platform and which has excellent profitability and workability. ;SOLUTION: The big roof to be built is ground-assembled in block roofs. The block roofs are constructed on mutually separate supporting members 4 and a bending working platform installed among these supporting members 4. Cables 12 are disposed in tension among the lower end sections of bundle materials 10 and both end sections of the block roofs while the bending working platform supporting the block roofs is disassembled gradually. Accordingly, since the whole block roofs are moved downwards while the bundle materials 10 are moved downwards, tension at the first stage is introduced automatically to the cables 12. Roof finishing materials 16 are laid gradually on the upper sections of the block roofs. The bundle materials 10 are further moved downwards by increasing their own weight of the block roofs by laying the roof finishing materials 16, thus introducing designed tension Ts to the cables.;COPYRIGHT: (C)2000,JPO
机译:要解决的问题:通过合理的弯曲施工方法来提供大屋顶的施工方法,该方法不需要或根本不需要在弯曲工作平台的顶部使用千斤顶,并且具有出色的获利能力和可加工性。 ;解决方案:要建造的大屋顶是地面组装在块状屋顶中的。砌块屋顶构造在相互分开的支撑构件4上,并且在这些支撑构件4之间安装有弯曲工作平台。在弯曲作业期间,电缆12以张力布置在捆束材料10的下端部和砌块屋顶的两个端部之间。逐步支撑支撑块状屋顶的平台。因此,由于整个砌块屋顶向下移动而捆束材料10向下移动,因此在第一阶段的张力自动地引入到电缆12。屋顶饰面材料16逐渐铺设在砌块屋顶的上部。捆扎材料10通过铺设屋顶饰面材料16来增加砖块屋顶自身的重量,从而进一步向下移动,从而将设计张力Ts引入电缆中。版权所有:(C)2000,JPO

著录项

  • 公开/公告号JP2000297473A

    专利类型

  • 公开/公告日2000-10-24

    原文格式PDF

  • 申请/专利权人 TAISEI CORP;

    申请/专利号JP19990105598

  • 发明设计人 SHIMAMURA KOHEI;HOSOZAWA OSAMU;

    申请日1999-04-13

  • 分类号E04B1/32;E04B7/08;

  • 国家 JP

  • 入库时间 2022-08-22 02:02:32

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