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Construction method of steel bar truss floor support plate
The invention discloses a construction method of a steel bar truss floor support plate. The construction method of the steel bar truss floor support plate comprises the steps of S101, hoisting the steel bar truss floor support plate, feeding by utilizing a field tower crane, and hoisting the steel bar truss floor support plate to a construction site; S102, laying the steel bar truss floor support plate; S103, carrying out a steel bar spot welding procedure of a support structure of the steel bar truss floor support plate; S104, welding anchor bolts of the steel bar truss floor support plate; S105, binding steel bars on the construction site; S106, carrying out hole opening treatment;S107, installing edge closing plates and temporary supports; S108, carrying out concrete pouring; and S109, dismantling a bottom formwork. A specific construction method is designed based on a novel steel bar truss floor support plate structure, the distance between floor support plates is adjusted according to design requirements from manufacturing of floor support plate components to laying of the floor support plate structure, and finally, concrete is poured; after the concrete strength meets the design requirements, formworks are dismantled, the whole construction process can meet the construction requirements of the floor support plates at the present stage.
本发明公开了一种钢筋桁架楼承板的施工方法,包括S101、钢筋桁架楼承板的吊装,利用现场塔吊进行上料,将钢筋桁架楼承板吊装至施工地点;S102、钢筋桁架楼承板的铺设;S103、钢筋桁架楼承板的支座结构的钢筋点焊工序;S104、钢筋桁架楼承板的锚栓的焊接;S105、施工现场钢筋绑扎;S106、洞口处理;S107、收边板与临时支撑的安装;S108、混凝土浇筑;S109、底模拆除;本发明基于新型结构的钢筋桁架楼承板结构设计了特定的施工方法,从楼承板构件的制作到楼承板结构的铺设,并且根据设计要求调整楼承板之间的距离,最后浇筑混凝土,混凝土强度达到设计要求后,拆除模板等,整体施工工艺能够满足现阶段楼承板施工要求。
Construction method of steel bar truss floor support plate
The invention discloses a construction method of a steel bar truss floor support plate. The construction method of the steel bar truss floor support plate comprises the steps of S101, hoisting the steel bar truss floor support plate, feeding by utilizing a field tower crane, and hoisting the steel bar truss floor support plate to a construction site; S102, laying the steel bar truss floor support plate; S103, carrying out a steel bar spot welding procedure of a support structure of the steel bar truss floor support plate; S104, welding anchor bolts of the steel bar truss floor support plate; S105, binding steel bars on the construction site; S106, carrying out hole opening treatment;S107, installing edge closing plates and temporary supports; S108, carrying out concrete pouring; and S109, dismantling a bottom formwork. A specific construction method is designed based on a novel steel bar truss floor support plate structure, the distance between floor support plates is adjusted according to design requirements from manufacturing of floor support plate components to laying of the floor support plate structure, and finally, concrete is poured; after the concrete strength meets the design requirements, formworks are dismantled, the whole construction process can meet the construction requirements of the floor support plates at the present stage.
本发明公开了一种钢筋桁架楼承板的施工方法,包括S101、钢筋桁架楼承板的吊装,利用现场塔吊进行上料,将钢筋桁架楼承板吊装至施工地点;S102、钢筋桁架楼承板的铺设;S103、钢筋桁架楼承板的支座结构的钢筋点焊工序;S104、钢筋桁架楼承板的锚栓的焊接;S105、施工现场钢筋绑扎;S106、洞口处理;S107、收边板与临时支撑的安装;S108、混凝土浇筑;S109、底模拆除;本发明基于新型结构的钢筋桁架楼承板结构设计了特定的施工方法,从楼承板构件的制作到楼承板结构的铺设,并且根据设计要求调整楼承板之间的距离,最后浇筑混凝土,混凝土强度达到设计要求后,拆除模板等,整体施工工艺能够满足现阶段楼承板施工要求。
Construction method of steel bar truss floor support plate
钢筋桁架楼承板的施工方法
ZHAO SHENGWU (author) / LI XIAOLI (author) / LI XIN (author) / HU WEIHONG (author) / LI TONG (author) / CHEN LIGUANG (author) / LI SUOHUI (author) / BAI YU (author) / MA HENGCHONG (author) / WANG QIQIAN (author)
2021-06-08
Patent
Electronic Resource
Chinese
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