首页> 外国专利> PRETENSION FLOOR SLAB CONSTRUCTION METHOD BASED ON OVERHANGING CONSTRUCTION

PRETENSION FLOOR SLAB CONSTRUCTION METHOD BASED ON OVERHANGING CONSTRUCTION

机译:基于悬空施工的楼板预应力施工方法

摘要

PROBLEM TO BE SOLVED: To provide a pretension floor slab construction method.;SOLUTION: In a pretension floor slab construction method based on overhanging construction, an upper floor slab and a lower floor slab are constructed by using concrete, and a beam having a box-shaped cross section, which is formed by connecting the upper floor slab and the lower floor slab with a corrugated steel plate, is installed on each construction block having a predetermined length by overhanging construction. When prestress is introduced in a direction perpendicular to a bridge axis of the upper floor slab, a dedicated pretension tension device is used. The prestress is introduced to each block of the overhanging construction by a pretension method. As the reaction of the pretension tension device is received by an existing floor slab and a reaction receiving joist and the pretension tension device is held by the corrugated steel plate and the existing floor slab, the prestress in the direction perpendicular to the bridge axis is applied on the upper floor slab at a time.;SELECTED DRAWING: Figure 1;COPYRIGHT: (C)2017,JPO&INPIT
机译:解决的问题:提供一种预应力楼板的施工方法;解决方案:在基于悬挑结构的预应力楼板的施工方法中,上层楼板和下层楼板采用混凝土建造,并且梁具有箱形通过将上层楼板和下层楼板与波纹钢板连接而形成的异形截面通过悬挑结构安装在具有预定长度的每个建筑块上。当在垂直于上楼板的桥轴线的方向上引入预应力时,使用专用的预应力张紧装置。通过预紧方法将预应力引入到悬挑结构的每个砌块中。由于预应力张紧装置的反作用力由已有的楼板和反作用力承托梁支撑,而预应力张紧装置由波纹钢板和已有的楼板保持,因此施加了垂直于桥轴线方向的预应力一次选择;图1;版权:(C)2017,JPO&INPIT

著录项

  • 公开/公告号JP2017002560A

    专利类型

  • 公开/公告日2017-01-05

    原文格式PDF

  • 申请/专利权人 FUJI PS CORP;

    申请/专利号JP20150117192

  • 发明设计人 SATO YUJI;TSUTSUMI TADAHIKO;

    申请日2015-06-10

  • 分类号E01D19/12;E01D2/04;E01D21/00;

  • 国家 JP

  • 入库时间 2022-08-21 13:56:03

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