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A platform for research: civil engineering, architecture and urbanism
Construction method of self-supporting steel bar truss formwork system
The invention discloses a construction method of a self-supporting steel bar truss formwork system. The construction method comprises the steps that steel bar truss floor bearing plates are spliced, wherein each steel bar truss floor bearing plate comprises a formwork panel and a steel bar truss detachably arranged on the formwork panel; the steel bar truss floor bearing plates are hoisted to the installation position; a formwork panel datum line is placed at the installation position, the first steel bar truss floor bearing plate is laid at the datum line, and the other steel bar truss floor bearing plates are sequentially laid; after the steel bar truss floor bearing plates are laid, the steel bar truss floor bearing plates are bound and fastened through connecting pieces; and concrete is poured, and after the strength of the concrete meets the requirement, the formwork panels of the steel bar truss floor bearing plates are dismounted. The construction method of the self-supporting steel bar truss formwork system has the characteristics that environmental friendliness is achieved, dismounting is achieved, the construction period is short, materials are saved, the turnover energy consumption is small, and labor and cost are saved.
本发明公开了一种自承式钢筋桁架模板体系施工方法，包括：拼装钢筋桁架楼承板，钢筋桁架楼承板包括模板面板及可拆卸设置于模板面板上的钢筋桁架；吊装钢筋桁架楼承板至安装处；在安装处放模板面板基准线，于基准线处铺设首块钢筋桁架楼承板，并顺次铺设其他钢筋桁架楼承板；钢筋桁架楼承板铺设完毕后，使用连接件将各个钢筋桁架楼承板捆扎绑扎牢固；浇筑混凝土，混凝土强度达到要求后，拆除钢筋桁架楼承板的模板面板。本发明的自承式钢筋桁架模板体系施工方法具有绿色环保、可拆卸、施工周期短、节约材料、周转能耗小、节省人工和成本等特点。
Construction method of self-supporting steel bar truss formwork system
The invention discloses a construction method of a self-supporting steel bar truss formwork system. The construction method comprises the steps that steel bar truss floor bearing plates are spliced, wherein each steel bar truss floor bearing plate comprises a formwork panel and a steel bar truss detachably arranged on the formwork panel; the steel bar truss floor bearing plates are hoisted to the installation position; a formwork panel datum line is placed at the installation position, the first steel bar truss floor bearing plate is laid at the datum line, and the other steel bar truss floor bearing plates are sequentially laid; after the steel bar truss floor bearing plates are laid, the steel bar truss floor bearing plates are bound and fastened through connecting pieces; and concrete is poured, and after the strength of the concrete meets the requirement, the formwork panels of the steel bar truss floor bearing plates are dismounted. The construction method of the self-supporting steel bar truss formwork system has the characteristics that environmental friendliness is achieved, dismounting is achieved, the construction period is short, materials are saved, the turnover energy consumption is small, and labor and cost are saved.
本发明公开了一种自承式钢筋桁架模板体系施工方法，包括：拼装钢筋桁架楼承板，钢筋桁架楼承板包括模板面板及可拆卸设置于模板面板上的钢筋桁架；吊装钢筋桁架楼承板至安装处；在安装处放模板面板基准线，于基准线处铺设首块钢筋桁架楼承板，并顺次铺设其他钢筋桁架楼承板；钢筋桁架楼承板铺设完毕后，使用连接件将各个钢筋桁架楼承板捆扎绑扎牢固；浇筑混凝土，混凝土强度达到要求后，拆除钢筋桁架楼承板的模板面板。本发明的自承式钢筋桁架模板体系施工方法具有绿色环保、可拆卸、施工周期短、节约材料、周转能耗小、节省人工和成本等特点。
Construction method of self-supporting steel bar truss formwork system
一种自承式钢筋桁架模板体系施工方法
LU LI (author) / MA YONGHONG (author) / DING BEI (author) / PAN GUANGWEN (author) / CHENG JUNWEI (author)
2021-11-16
Patent
Electronic Resource
Chinese
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