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Construction method of high-altitude steel reinforced concrete pouring supporting system
The invention relates to a construction method of a high-altitude steel reinforced concrete pouring supporting system. The construction method comprises the steps that embedded parts are arranged on all supporting beams; brackets are installed at bracket embedded parts in a butt joint manner, the brackets and the supporting beams are welded, first H-shaped steel is welded to the brackets, and thefirst H-shaped steel are used for connecting every two adjacent brackets; inclined strut steel structures are welded on the ground, the welded inclined strut steel structures are hoisted to inclined strut embedded parts to be welded, and the highest points of the welded inclined strut steel structures and the highest points of the brackets are located on the same horizontal plane; joists and joistembedded parts are welded in a butt joint manner, and the joists are used for reinforcing the inclined strut steel structures and the supporting beams; double-spliced profile steel is welded to the highest points of the inclined strut steel structures, and second H-shaped steel is welded to the double-spliced profile steel and the first H-shaped steel; I-shaped steel is installed on the second H-shaped steel, and thick steel plates are laid on the I-shaped steel; and a formwork bracket is erected on the thick steel plates. The construction method is convenient and efficient, and the construction period and cost are saved.
本申请涉及一种高空型钢混凝土浇筑支撑体系施工方法,包括:在每个支撑梁上设置预埋件;在牛腿预埋件处对接安装牛腿,并将牛腿与支撑梁进行焊接,并在牛腿上焊装第一H型钢,第一H型钢用以连接相邻两个牛腿;地面焊接斜撑钢结构,将焊接后的斜撑钢结构进行吊装至斜撑预埋件处焊装,焊接后的斜撑钢结构的至高点与牛腿的至高点位于同一水平面上;将桁联与桁联预埋件对接焊装,桁联用以加固斜撑钢结构与支撑梁;在斜撑钢结构的至高点焊接双拼型钢,并在双拼型钢及第一H型钢上焊装有第二H型钢;在第二H型钢上安装工字钢,并在工字钢上铺设厚钢板;于厚钢板上搭设模板支架;方便快捷,节省工期及成本。
Construction method of high-altitude steel reinforced concrete pouring supporting system
The invention relates to a construction method of a high-altitude steel reinforced concrete pouring supporting system. The construction method comprises the steps that embedded parts are arranged on all supporting beams; brackets are installed at bracket embedded parts in a butt joint manner, the brackets and the supporting beams are welded, first H-shaped steel is welded to the brackets, and thefirst H-shaped steel are used for connecting every two adjacent brackets; inclined strut steel structures are welded on the ground, the welded inclined strut steel structures are hoisted to inclined strut embedded parts to be welded, and the highest points of the welded inclined strut steel structures and the highest points of the brackets are located on the same horizontal plane; joists and joistembedded parts are welded in a butt joint manner, and the joists are used for reinforcing the inclined strut steel structures and the supporting beams; double-spliced profile steel is welded to the highest points of the inclined strut steel structures, and second H-shaped steel is welded to the double-spliced profile steel and the first H-shaped steel; I-shaped steel is installed on the second H-shaped steel, and thick steel plates are laid on the I-shaped steel; and a formwork bracket is erected on the thick steel plates. The construction method is convenient and efficient, and the construction period and cost are saved.
本申请涉及一种高空型钢混凝土浇筑支撑体系施工方法,包括:在每个支撑梁上设置预埋件;在牛腿预埋件处对接安装牛腿,并将牛腿与支撑梁进行焊接,并在牛腿上焊装第一H型钢,第一H型钢用以连接相邻两个牛腿;地面焊接斜撑钢结构,将焊接后的斜撑钢结构进行吊装至斜撑预埋件处焊装,焊接后的斜撑钢结构的至高点与牛腿的至高点位于同一水平面上;将桁联与桁联预埋件对接焊装,桁联用以加固斜撑钢结构与支撑梁;在斜撑钢结构的至高点焊接双拼型钢,并在双拼型钢及第一H型钢上焊装有第二H型钢;在第二H型钢上安装工字钢,并在工字钢上铺设厚钢板;于厚钢板上搭设模板支架;方便快捷,节省工期及成本。
Construction method of high-altitude steel reinforced concrete pouring supporting system
高空型钢混凝土浇筑支撑体系施工方法
WAN PENGJUN (author) / TONG FEI (author) / LIU XIAOHUI (author) / QU XIAOFEI (author) / YAO QI (author) / FAN ZE'EN (author)
2020-11-10
Patent
Electronic Resource
Chinese
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