首页> 外国专利> IMPROVING STRUCTURE INTEGRITY WITH TOPPING CONCRETE AND IMPROVED SHEAR LOAD CARRYING OF HOLLOW SLAB STRUCTURE USING SHEAR REINFORCING BAR AND CONSTRUCTING METHOD USING THE SAME

IMPROVING STRUCTURE INTEGRITY WITH TOPPING CONCRETE AND IMPROVED SHEAR LOAD CARRYING OF HOLLOW SLAB STRUCTURE USING SHEAR REINFORCING BAR AND CONSTRUCTING METHOD USING THE SAME

机译:剪力墙改善结构完整性,采用抗剪钢筋改善空心板结构的剪切承载力,并采用相同的方法进行施工

摘要

The present invention provides a structure for enhancing a shearing force of a hollow slab and the unity with topping concrete by using a shearing force reinforcing rebar. The present invention includes: a hollow slab which is made of a precast concrete slab, is penetrated in the longitudinal direction, and has one or more hollow gaps formed in the width direction; a lower plate which is connected to the lower end of a spacing gap formed by arranging the hollow slab and another adjacent hollow slab in the width direction; and the shearing force reinforcing rebar which is installed by being attached to the upper part of the lower plate. The lower plate is connected in the longitudinal direction of the hollow slab between adjacent hollow slabs, and the topping concrete is poured onto the upper part of the hollow slab after installing the lower plate where the shearing force reinforcing rebar is attached.
机译:本发明提供了一种结构,该结构通过使用剪切力增强钢筋来增强空心板的剪切力以及与顶部混凝土的整体性。本发明包括:由预制混凝土板制成的中空板,该中空板在纵向上穿透,并且在宽度方向上具有一个或多个中空间隙;以及下板,其连接到在宽度方向上排列中空板和相邻的另一个中空板而形成的间隔的下端。剪切力增强钢筋通过安装在下部板的上部而安装。下板在中空板的长度方向上在相邻的中空板之间连接,并且在安装了安装有剪切力增强钢筋的下板之后,将浇筑混凝土浇注到中空板的上部。

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