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REPLACEMENT METHOD FOR CONCRETE FLOOR SLAB OF OVERPASS

机译:高架混凝土楼板的更换方法

摘要

PROBLEM TO BE SOLVED: To provide a replacement method for a concrete floor slab of an overpass that flexibly copes with diverse road regulations and may be executed in a short work period at a low cost.;SOLUTION: When replacing a concrete floor slab for an overpass, replacement sections are set that are made by dividing an existing concrete floor slab for a plurality of lanes into a primary working part 20a and a secondary working part 20b in a road width direction. While offering the secondary working part 20b for use as a road, an existing concrete slab removing step and a precast slab installation step are implemented while moving an erection device 50 in a road length direction for constructing a PC floor slab on one side, the existing concrete slab removing step being for demolishing and removing an existing concrete floor slab 40 of the primary working part 20a located between gate-form pier parts 51, 51 using the erection device 50, and the precast slab installation step being for shifting a pre-tension precast PC slab 23 to a desired location between the gate-form pier parts 51, 51 and installing the pre-tension precast PC slab 23 in the primary working part 20a. Then, the PC floor slab on one side is offered for use as a road.;SELECTED DRAWING: Figure 7;COPYRIGHT: (C)2016,JPO&INPIT
机译:要解决的问题:为天桥的混凝土楼板提供一种更换方法,该方法可以灵活地应对各种道路法规,并且可以在短时间内以低成本执行。;解决方案:为以下情况更换混凝土楼板时:在立交桥上,设置替换部,该替换部通过将现有的用于多个车道的混凝土楼板在道路宽度方向上划分为第一工作部20a和第二工作部20b而形成。在提供辅助工作部分20b以用作道路的同时,在沿道路长度方向移动架设装置50以在一侧建造PC地板的同时,实施现有的混凝土板移除步骤和预制板安装步骤。混凝土板移除步骤用于使用安装装置50拆除和移除位于闸门形墩部51、51之间的主要工作部分20a的现有混凝土楼板40,并且预制板安装步骤用于改变预应力将预制PC板23预制到门形墩部51、51之间的期望位置,并且将预拉伸预制PC板23安装在主要工作部20a中。然后,提供一侧的PC地板作为道路使用。;选定的图纸:图7;版权:(C)2016,JPO&INPIT

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