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Construction method for flange plate of reinforced concrete superposed beam
The invention discloses a construction method for a flange plate of a reinforced concrete superposed beam. The construction method comprises the following steps: S001, hoisting a main beam of a steel box beam in place; S002, installing a flange plate steel bottom plate and a steel bar positioning plate on the steel box girder; S003, reinforcing steel bars are bound through the reinforcing steel bar positioning plate; S004, installing a pouring formwork; and S005, conducting concrete pouring and curing. The method has the beneficial effects that the bracket is arranged on the main beam of the steel box beam, and the steel bottom plate is mounted on the bracket, so that bracket and bracket mounting and dismounting work adopted by cast-in-place construction is omitted, the hoisting weight of a beam body on site is reduced, construction is convenient and rapid, the operation safety is improved, the construction cost is reduced, the method is suitable for the construction environment without erecting a cantilever and a floor stand as a formwork supporting system, and has high popularization value.
本发明公开了一种钢混叠合梁翼缘板的施工方法,包括如下步骤:S001.钢箱梁主梁吊装就位;S002.在钢箱梁主梁上安装翼缘板钢底板及钢筋定位板;S003.利用钢筋定位板在进行钢筋绑扎;S004.安装浇筑模板;S005.混凝土浇筑及养护。本发明的有益效果:通过在钢箱梁主梁上设置托架,并在托架上安装钢底板,取消了现浇施工采用的支架、托架安装、拆除工作,减轻了现场梁体吊装重量,施工方便、快捷,提高了作业安全,降低了施工成本,适用于不具备搭设悬臂、落地支架作为模板支撑体系的施工环境,具有较高的推广价值。
Construction method for flange plate of reinforced concrete superposed beam
The invention discloses a construction method for a flange plate of a reinforced concrete superposed beam. The construction method comprises the following steps: S001, hoisting a main beam of a steel box beam in place; S002, installing a flange plate steel bottom plate and a steel bar positioning plate on the steel box girder; S003, reinforcing steel bars are bound through the reinforcing steel bar positioning plate; S004, installing a pouring formwork; and S005, conducting concrete pouring and curing. The method has the beneficial effects that the bracket is arranged on the main beam of the steel box beam, and the steel bottom plate is mounted on the bracket, so that bracket and bracket mounting and dismounting work adopted by cast-in-place construction is omitted, the hoisting weight of a beam body on site is reduced, construction is convenient and rapid, the operation safety is improved, the construction cost is reduced, the method is suitable for the construction environment without erecting a cantilever and a floor stand as a formwork supporting system, and has high popularization value.
本发明公开了一种钢混叠合梁翼缘板的施工方法,包括如下步骤:S001.钢箱梁主梁吊装就位;S002.在钢箱梁主梁上安装翼缘板钢底板及钢筋定位板;S003.利用钢筋定位板在进行钢筋绑扎;S004.安装浇筑模板;S005.混凝土浇筑及养护。本发明的有益效果:通过在钢箱梁主梁上设置托架,并在托架上安装钢底板,取消了现浇施工采用的支架、托架安装、拆除工作,减轻了现场梁体吊装重量,施工方便、快捷,提高了作业安全,降低了施工成本,适用于不具备搭设悬臂、落地支架作为模板支撑体系的施工环境,具有较高的推广价值。
Construction method for flange plate of reinforced concrete superposed beam
一种钢混叠合梁翼缘板的施工方法
CAI QINGHUA (author) / ZHANG QUAN (author) / XIONG HUAN (author) / LI WEI (author) / MA BING (author) / LI JIANYONG (author) / HE YUEJUN (author) / LYU LEI (author) / TIAN HUANXIANG (author) / WANG YAN (author)
2021-10-15
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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