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A construction method for a formwork supporting system of a roof overlength cantilever structure is suitable for the design working condition that the root of a roof cornice is modeled with an upturning anti-leakage reverse sill and is characterized by comprising the following steps that a, embedded parts are installed, high-strength connecting bolts are reserved, b, a roof layer main body structure is completed, c, a cantilever main beam is installed, d, a high-altitude cantilever structure formwork frame body is erected, and e, the roof overlength cantilever structure formwork supporting system is constructed. E, acceptance and concrete pouring; and f, edge protection construction before modeling construction of the upper sloping roof of the roof. The construction method of the roof super-long cantilever structure formwork supporting system has the advantages that the cantilever main beam is machined into a whole in an industrialized mode, installation is convenient and fast, construction safety is guaranteed, the engineering quality is safe and reliable, the pre-embedded connecting bolts are installed in advance at the corresponding positions of the next layer of boundary beams, and the connecting bolts are reliably connected with the cantilever main beam through the connecting steel plates; the problem that a reliable safety protection system cannot be arranged in modeling construction of the upper roof is solved, the cantilever main beam can be recycled, and the engineering cost is reduced.
一种屋面超长悬挑结构模板支撑体系施工方法,适用于屋面挑檐根部造型有上翻防渗漏反槛的设计工况,其特征在于包括以下步骤:a、安装预埋件,留出高强连接螺栓,b、完成屋面层主体结构,c、安装悬挑主梁,d、搭设高空悬挑结构模板架体,e、验收、浇筑混凝土,f、屋面上部斜屋面造型施工前临边防护施工。本发明的屋面超长悬挑结构模板支撑体系施工方法具有悬挑主梁采用工厂化加工成整体,安装便捷,保障施工安全,工程质量安全可靠,采取在下一层边梁对应位置提前安装预埋连接螺栓,与悬挑主梁通过连接钢板可靠连接,解决了上部屋面造型施工无法设置可靠的安全防护体系问题,悬挑主梁可周转使用和降低工程成本的优点。
A construction method for a formwork supporting system of a roof overlength cantilever structure is suitable for the design working condition that the root of a roof cornice is modeled with an upturning anti-leakage reverse sill and is characterized by comprising the following steps that a, embedded parts are installed, high-strength connecting bolts are reserved, b, a roof layer main body structure is completed, c, a cantilever main beam is installed, d, a high-altitude cantilever structure formwork frame body is erected, and e, the roof overlength cantilever structure formwork supporting system is constructed. E, acceptance and concrete pouring; and f, edge protection construction before modeling construction of the upper sloping roof of the roof. The construction method of the roof super-long cantilever structure formwork supporting system has the advantages that the cantilever main beam is machined into a whole in an industrialized mode, installation is convenient and fast, construction safety is guaranteed, the engineering quality is safe and reliable, the pre-embedded connecting bolts are installed in advance at the corresponding positions of the next layer of boundary beams, and the connecting bolts are reliably connected with the cantilever main beam through the connecting steel plates; the problem that a reliable safety protection system cannot be arranged in modeling construction of the upper roof is solved, the cantilever main beam can be recycled, and the engineering cost is reduced.
一种屋面超长悬挑结构模板支撑体系施工方法,适用于屋面挑檐根部造型有上翻防渗漏反槛的设计工况,其特征在于包括以下步骤:a、安装预埋件,留出高强连接螺栓,b、完成屋面层主体结构,c、安装悬挑主梁,d、搭设高空悬挑结构模板架体,e、验收、浇筑混凝土,f、屋面上部斜屋面造型施工前临边防护施工。本发明的屋面超长悬挑结构模板支撑体系施工方法具有悬挑主梁采用工厂化加工成整体,安装便捷,保障施工安全,工程质量安全可靠,采取在下一层边梁对应位置提前安装预埋连接螺栓,与悬挑主梁通过连接钢板可靠连接,解决了上部屋面造型施工无法设置可靠的安全防护体系问题,悬挑主梁可周转使用和降低工程成本的优点。
Construction method of roof super-long cantilever structure formwork supporting system
一种屋面超长悬挑结构模板支撑体系施工方法
LI CHI (author)
2022-11-18
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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