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Cast-in-place floor slab construction method based on steel bar truss floor support plate
The invention discloses a cast-in-place floor slab construction method based on a steel bar truss floor support plate, which is specifically characterized in that a beam template is used as a support before pouring, and a side supporting system is arranged to replace a traditional all-round scaffold, so that the engineering amount and the construction cost of supporting operation are reduced, and a gap between the steel bar truss floor support plate and a beam is eliminated; the problem of slurry leakage caused by a gap between the steel bar truss floor support plate and the beam is effectively solved; the reset device is used for correcting and resetting the buckling edges of the steel bar truss floor support plates, so that the buckling edges of the two floor support plates are combined more tightly, a gap is smaller, the situation of slurry leakage is effectively reduced, and even the slurry leakage phenomenon can be avoided; the reserved hole forming assembly is used for manufacturing the reserved hole, and the phenomenon of slurry leakage at the position of the reserved hole is effectively avoided.
本发明公开了一种基于钢筋桁架楼承板的现浇楼板施工方法,该施工方法具体在浇筑前以梁模板为依托,设置侧边支撑系统代替传统的满堂脚手架,减少了支护作业的工程量和施工成本,消除了钢筋桁架楼承板与梁之间的缝隙,有效解决钢筋桁架楼承板与梁之间因间隙导致漏浆的问题;采用复位装置对钢筋桁架楼承板的扣边进行矫正和复位,使得两块楼承板的扣边结合的更紧密,缝隙更小,有效降低漏浆的情况,甚至可以避免漏浆现象的发生;使用预留洞口成型组件来制作预留孔洞,有效避免预留孔洞位置处产生漏浆的现象。
Cast-in-place floor slab construction method based on steel bar truss floor support plate
The invention discloses a cast-in-place floor slab construction method based on a steel bar truss floor support plate, which is specifically characterized in that a beam template is used as a support before pouring, and a side supporting system is arranged to replace a traditional all-round scaffold, so that the engineering amount and the construction cost of supporting operation are reduced, and a gap between the steel bar truss floor support plate and a beam is eliminated; the problem of slurry leakage caused by a gap between the steel bar truss floor support plate and the beam is effectively solved; the reset device is used for correcting and resetting the buckling edges of the steel bar truss floor support plates, so that the buckling edges of the two floor support plates are combined more tightly, a gap is smaller, the situation of slurry leakage is effectively reduced, and even the slurry leakage phenomenon can be avoided; the reserved hole forming assembly is used for manufacturing the reserved hole, and the phenomenon of slurry leakage at the position of the reserved hole is effectively avoided.
本发明公开了一种基于钢筋桁架楼承板的现浇楼板施工方法,该施工方法具体在浇筑前以梁模板为依托,设置侧边支撑系统代替传统的满堂脚手架,减少了支护作业的工程量和施工成本,消除了钢筋桁架楼承板与梁之间的缝隙,有效解决钢筋桁架楼承板与梁之间因间隙导致漏浆的问题;采用复位装置对钢筋桁架楼承板的扣边进行矫正和复位,使得两块楼承板的扣边结合的更紧密,缝隙更小,有效降低漏浆的情况,甚至可以避免漏浆现象的发生;使用预留洞口成型组件来制作预留孔洞,有效避免预留孔洞位置处产生漏浆的现象。
Cast-in-place floor slab construction method based on steel bar truss floor support plate
基于钢筋桁架楼承板的现浇楼板施工方法
HUANG HU (author) / WU CHANGLI (author) / YOU CHAOYING (author) / ZHU WEI (author) / LI ZHENGLONG (author)
2024-07-26
Patent
Electronic Resource
Chinese
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