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Large-section special-shaped steel reinforced concrete column reinforcing structure and construction method thereof
The invention relates to the technical field of building construction, in particular to a large-section special-shaped steel reinforced concrete column reinforcing structure and a construction method thereof.The large-section special-shaped steel reinforced concrete column reinforcing structure comprises an abutting rod, a baffle ring and a supporting disc are arranged on the abutting rod, a rotating cylinder is arranged beside the baffle ring, a lock cylinder is connected to the rotating cylinder, a second internal thread is formed in the rotating cylinder, and a first internal thread is formed in the lock cylinder; oblique beams are arranged on the two sides of the supporting disc, an extension block is arranged on the surface of the supporting disc, a guide rod is arranged on the end face of the extension block, an insertion groove is formed beside the guide rod, a first limiting hole is formed in the surface of the extension block, an insertion plate is arranged at one end of the connecting block, an insertion hole and a side hole are formed in the other end of the connecting block, and an insertion rod is inserted into the insertion hole; the large-section special-shaped steel reinforced concrete column reinforcing structure has the beneficial effects that the structural steel web can be stably supported and reinforced, meanwhile, the whole device is convenient to mount and dismount, the field construction efficiency is improved, and the large-section special-shaped steel reinforced concrete column reinforcing structure can be repeatedly used.
本发明涉及建筑施工技术领域,具体为大截面异形型钢混凝土柱加固结构及其施工方法,包括:抵杆,抵杆上设置有挡环和撑盘,挡环旁设置有转筒,转筒上连接有锁筒,转筒的内部开设有第二内螺纹,锁筒的内部开设有第一内螺纹,撑盘的两侧设置有斜梁,撑盘的表面设置有外延块,外延块的端面处设置有导向杆,导向杆旁开设有插槽,外延块的表面开设有第一限位孔,衔接块的一端处设置有插板,衔接块的另一端处开设有插孔和侧孔,插孔内插接有插杆;有益效果为:本发明提出的大截面异形型钢混凝土柱加固结构,可以对型钢腹板进行稳定的支撑加固,同时整体装置便于安装和拆卸,加快现场施工效率,可以进行反复使用。
Large-section special-shaped steel reinforced concrete column reinforcing structure and construction method thereof
The invention relates to the technical field of building construction, in particular to a large-section special-shaped steel reinforced concrete column reinforcing structure and a construction method thereof.The large-section special-shaped steel reinforced concrete column reinforcing structure comprises an abutting rod, a baffle ring and a supporting disc are arranged on the abutting rod, a rotating cylinder is arranged beside the baffle ring, a lock cylinder is connected to the rotating cylinder, a second internal thread is formed in the rotating cylinder, and a first internal thread is formed in the lock cylinder; oblique beams are arranged on the two sides of the supporting disc, an extension block is arranged on the surface of the supporting disc, a guide rod is arranged on the end face of the extension block, an insertion groove is formed beside the guide rod, a first limiting hole is formed in the surface of the extension block, an insertion plate is arranged at one end of the connecting block, an insertion hole and a side hole are formed in the other end of the connecting block, and an insertion rod is inserted into the insertion hole; the large-section special-shaped steel reinforced concrete column reinforcing structure has the beneficial effects that the structural steel web can be stably supported and reinforced, meanwhile, the whole device is convenient to mount and dismount, the field construction efficiency is improved, and the large-section special-shaped steel reinforced concrete column reinforcing structure can be repeatedly used.
本发明涉及建筑施工技术领域,具体为大截面异形型钢混凝土柱加固结构及其施工方法,包括:抵杆,抵杆上设置有挡环和撑盘,挡环旁设置有转筒,转筒上连接有锁筒,转筒的内部开设有第二内螺纹,锁筒的内部开设有第一内螺纹,撑盘的两侧设置有斜梁,撑盘的表面设置有外延块,外延块的端面处设置有导向杆,导向杆旁开设有插槽,外延块的表面开设有第一限位孔,衔接块的一端处设置有插板,衔接块的另一端处开设有插孔和侧孔,插孔内插接有插杆;有益效果为:本发明提出的大截面异形型钢混凝土柱加固结构,可以对型钢腹板进行稳定的支撑加固,同时整体装置便于安装和拆卸,加快现场施工效率,可以进行反复使用。
Large-section special-shaped steel reinforced concrete column reinforcing structure and construction method thereof
大截面异形型钢混凝土柱加固结构及其施工方法
SHAO JUNHUI (author)
2024-11-29
Patent
Electronic Resource
Chinese
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