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Cast-in-place method frame construction method

机译:现浇法框架施工方法

摘要

PURPOSE: To conduct the execution of works simply by arranging reinforcing bars onto the face of a slope in a latticed shape through netlike bodies while disposing inspecting measuring frames so that the arched members of the inspecting measuring frames cross the reinforcing bars and spraying mortar or concrete. ;CONSTITUTION: Netlike bodies 6 are laid on the face of a slope 5, and fixed onto the face of the slope 5 by anchors. Reinforcing bars 8 are combined and arranged onto the netlike bodies 6 in a latticed shape. Anchors are driven at the intersections of the reinforcing bars 8 under the state, in which the anchors are projected from the face of the slope 5, and the reinforcing bars 8 are bundled to the projecting sections of the anchors by stranded wires. Inspecting measuring frames K are disposed onto the netlike bodies 6 so that the arched members 1 of the inspecting measuring frames K cross the reinforcing bars 8 at the centers of each side of grating frames consisting of the reinforcing bars 8. Mortar or concrete is sprayed against the latticed reinforcing bars 8, thus forming latticed sloped forms 12.;COPYRIGHT: (C)1995,JPO
机译:目的:通过布置网状体,将钢筋通过网状体以格子状排列在斜坡的表面上,从而进行工程的执行,而使测量框架的拱形构件穿过钢筋并喷砂浆或混凝土。组成:网状物体6放置在斜坡5的表面上,并通过锚固定在斜坡5的表面上。钢筋8被组合并以格子状布置在网状体6上。在其中锚从斜坡5的表面突出的状态下,在锚杆8的相交处驱动锚杆,并且通过绞合线将锚杆8捆扎到锚杆的突出部上。将检查测量框架K布置在网状体6上,使得检查测量框架K的拱形构件1在由加强杆8构成的格栅框架的每一侧的中心处与加强杆8相交。格子状钢筋8,从而形成格子状斜面12 ;;版权所有:(C)1995,日本特许厅

著录项

  • 公开/公告号JP2694326B2

    专利类型

  • 公开/公告日1997-12-24

    原文格式PDF

  • 申请/专利权人 日本植生株式会社;

    申请/专利号JP19940136453

  • 发明设计人 大倉 卓雄;須磨 清;

    申请日1994-05-25

  • 分类号E02D17/20;

  • 国家 JP

  • 入库时间 2022-08-22 02:59:00

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