A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Ring beam main reinforcement structure at top-down construction ring beam joint and manufacturing method
The invention discloses a ring beam main reinforcement structure at a top-down construction ring beam joint and a manufacturing method and belongs to the field of building construction. The ring beammain reinforcement structure comprises at least one layer of ring beam main reinforcement. Each layer of the ring beam main reinforcement is formed by machining two semicircular steel bars. The diameters of the two semicircular steel bars are equal. The perimeter of each semicircular steel bar is greater than half of the perimeter of the ring beam main reinforcement. The two semicircular steel bars are arranged on the two sides of a steel tube column correspondingly, are arranged in position from the two sides of the steel tube column and are welded together in an overlap welding mode to formthe closed ring beam main reinforcement. Through optimization and adjustment of the ring beam main reinforcement, the problem that it is hard to arrange a ring beam main reinforcement in position andclosing welding is difficult are solved well, the in-position efficiency of the ring beam main reinforcement and the steel tube column is improved by 50%, and the construction quality of closing welding of the ring beam main reinforcement is ensured.
本发明公开了一种逆作法环梁节点处的环梁主筋构造及制造方法，属于建筑施工领域。环梁主筋构造包括至少一层环梁主筋，每一层环梁主筋均由两个半圆形钢筋加工而成，两个半圆形钢筋的直径相等，每一半圆形钢筋的周长长于所述环梁主筋周长的一半，两个半圆形钢筋对应在钢管柱的两侧，并从钢管柱的两侧就位，采用搭接焊形式焊接在一起，以形成封闭的环梁主筋。本发明通过对环梁主筋优化调整，很好的解决了环梁主筋就位及封闭焊接困难的问题，将环梁主筋与钢管柱就位效率提高了50％，并保证了环梁主筋封闭焊接的施工质量。
Ring beam main reinforcement structure at top-down construction ring beam joint and manufacturing method
The invention discloses a ring beam main reinforcement structure at a top-down construction ring beam joint and a manufacturing method and belongs to the field of building construction. The ring beammain reinforcement structure comprises at least one layer of ring beam main reinforcement. Each layer of the ring beam main reinforcement is formed by machining two semicircular steel bars. The diameters of the two semicircular steel bars are equal. The perimeter of each semicircular steel bar is greater than half of the perimeter of the ring beam main reinforcement. The two semicircular steel bars are arranged on the two sides of a steel tube column correspondingly, are arranged in position from the two sides of the steel tube column and are welded together in an overlap welding mode to formthe closed ring beam main reinforcement. Through optimization and adjustment of the ring beam main reinforcement, the problem that it is hard to arrange a ring beam main reinforcement in position andclosing welding is difficult are solved well, the in-position efficiency of the ring beam main reinforcement and the steel tube column is improved by 50%, and the construction quality of closing welding of the ring beam main reinforcement is ensured.
本发明公开了一种逆作法环梁节点处的环梁主筋构造及制造方法，属于建筑施工领域。环梁主筋构造包括至少一层环梁主筋，每一层环梁主筋均由两个半圆形钢筋加工而成，两个半圆形钢筋的直径相等，每一半圆形钢筋的周长长于所述环梁主筋周长的一半，两个半圆形钢筋对应在钢管柱的两侧，并从钢管柱的两侧就位，采用搭接焊形式焊接在一起，以形成封闭的环梁主筋。本发明通过对环梁主筋优化调整，很好的解决了环梁主筋就位及封闭焊接困难的问题，将环梁主筋与钢管柱就位效率提高了50％，并保证了环梁主筋封闭焊接的施工质量。
Ring beam main reinforcement structure at top-down construction ring beam joint and manufacturing method
一种逆作法环梁节点处的环梁主筋构造及制造方法
XUE NAN (author) / SUN XINGCHUANG (author) / GAO JINLEI (author) / ZHOU SHUTANG (author)
2020-07-10
Patent
Electronic Resource
Chinese
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