A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Constructional column construction method
The invention relates to the technical field of building construction, in particular to a constructional column construction method which comprises the following steps that holes are formed in an upper beam body and a bottom plate to serve as upper steel bar planting holes and lower steel bar planting holes; the longitudinal main reinforcements are obliquely placed between the bottom plate and the upper beam body, the lower ends of the longitudinal main reinforcements are inserted into the lower bar planting holes, the upper ends of the longitudinal main reinforcements are inserted into the upper bar planting holes, bar planting glue is injected, and stirrups are bound to the longitudinal main reinforcements; brick walls are built on the left side and the right side of the constructional column, the sides, close to the constructional column, of the brick walls are of combed joint structures, and steel tie bars are arranged during building; pouring formworks are arranged on the front side and the rear side of the constructional column, and constructional column pouring is conducted; by means of the construction method, lap joint steel bars do not need to be reserved, the lap joint steel bars at the lap joint of the main bars are saved, binding wires at the lap joint are also saved, waste of the steel bars and the binding wires is avoided, meanwhile, due to the fact that the longitudinal main bars arranged in a full-length mode are adopted, stirrup densification does not need to be conducted on the lap joint, construction materials are saved, and the construction cost is reduced; and binding missing and binding jumping of the binding wire are avoided, and the forming quality of the constructional column is improved.
本发明涉及建筑施工的技术领域，具体涉及一种构造柱施工方法，包括如下步骤：在上梁体、底板上开孔作为上植筋孔、下植筋孔；将纵向主筋倾斜放入底板与上梁体之间，下端插入下植筋孔，上端插入上植筋孔中，打入植筋胶，将箍筋绑扎在纵向主筋上；构造柱左、右两侧砌筑砖墙，砖墙靠近构造柱一侧呈马牙槎结构，砌筑同时设置拉结钢筋；在构造柱前后两侧设置浇筑模板，进行构造柱浇筑；通过上述施工方法，无需预留搭接钢筋，节约了主筋搭接处的搭接钢筋，也节约了搭接处的绑丝，避免钢筋及绑丝浪费，同时由于采用通长设置的纵向主筋，也无须对搭接处进行箍筋加密，节约了施工材料，降低了施工成本；避免绑丝漏绑、跳绑，提高了构造柱成型质量。
Constructional column construction method
The invention relates to the technical field of building construction, in particular to a constructional column construction method which comprises the following steps that holes are formed in an upper beam body and a bottom plate to serve as upper steel bar planting holes and lower steel bar planting holes; the longitudinal main reinforcements are obliquely placed between the bottom plate and the upper beam body, the lower ends of the longitudinal main reinforcements are inserted into the lower bar planting holes, the upper ends of the longitudinal main reinforcements are inserted into the upper bar planting holes, bar planting glue is injected, and stirrups are bound to the longitudinal main reinforcements; brick walls are built on the left side and the right side of the constructional column, the sides, close to the constructional column, of the brick walls are of combed joint structures, and steel tie bars are arranged during building; pouring formworks are arranged on the front side and the rear side of the constructional column, and constructional column pouring is conducted; by means of the construction method, lap joint steel bars do not need to be reserved, the lap joint steel bars at the lap joint of the main bars are saved, binding wires at the lap joint are also saved, waste of the steel bars and the binding wires is avoided, meanwhile, due to the fact that the longitudinal main bars arranged in a full-length mode are adopted, stirrup densification does not need to be conducted on the lap joint, construction materials are saved, and the construction cost is reduced; and binding missing and binding jumping of the binding wire are avoided, and the forming quality of the constructional column is improved.
本发明涉及建筑施工的技术领域，具体涉及一种构造柱施工方法，包括如下步骤：在上梁体、底板上开孔作为上植筋孔、下植筋孔；将纵向主筋倾斜放入底板与上梁体之间，下端插入下植筋孔，上端插入上植筋孔中，打入植筋胶，将箍筋绑扎在纵向主筋上；构造柱左、右两侧砌筑砖墙，砖墙靠近构造柱一侧呈马牙槎结构，砌筑同时设置拉结钢筋；在构造柱前后两侧设置浇筑模板，进行构造柱浇筑；通过上述施工方法，无需预留搭接钢筋，节约了主筋搭接处的搭接钢筋，也节约了搭接处的绑丝，避免钢筋及绑丝浪费，同时由于采用通长设置的纵向主筋，也无须对搭接处进行箍筋加密，节约了施工材料，降低了施工成本；避免绑丝漏绑、跳绑，提高了构造柱成型质量。
Constructional column construction method
构造柱施工方法
WANG XIAOCHUAN (author) / LI SHUAI (author) / GAO CHAO (author) / CAO NING (author) / MA ZEZE (author)
2023-10-03
Patent
Electronic Resource
Chinese
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