A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Prefabricated composite beam waist bar post-connection construction method for fabricated building
The invention discloses a post-connection construction method for a waist bar of a prefabricated superposed beam of a fabricated building, and particularly relates to the technical field of post-connection of the waist bar of the prefabricated superposed beam. The method comprises the steps that firstly, the composite beam connecting structure is prefabricated for the fabricated building; the positioning steel bars and the on-site reserved waist bars are adopted to form overlapped embedded locking even though collision exists, so that the situation that the positioning steel bars are not bound in place and overlapped connection is formed is avoided, the construction progress cannot be affected, the construction quality can be improved, and the construction cost is reduced. Therefore, after connection, the connection position of the first butt-joint cross beam, the second butt-joint cross beam and the supporting vertical beam is firmer in connection and better in stability, it is guaranteed that the multiple positioning steel bars are not prone to inclination during pouring, the stability is better, in conclusion, the connection efficiency of the prefabricated composite beam waist bar of the assembly type building can be effectively improved, and the connection firmness is improved; and the post-connection construction quality of the prefabricated composite beam waist bar of the fabricated building is effectively improved.
本发明公开了一种装配式建筑预制叠合梁腰筋后连接施工方法，具体涉及预制叠合梁腰筋后连接技术领域，具体施工步骤如下；步骤一、装配式建筑预制叠合梁连接结构。本发明采用定位钢筋和现场预留腰筋即使存在碰撞也形成了叠加嵌入锁紧，这样就避免造成定位钢筋绑扎不到位，形成叠加连接，不仅不会影响施工进度，还会提高施工质量，因此连接后第一对接横梁、第二对接横梁、支撑竖梁连接处连接的更加牢固，稳定性更好，保证多个定位钢筋在浇筑时不易发生倾斜，稳定性更好，综上可以有效提高装配式建筑预制叠合梁腰筋后连接效率，以及提高连接的牢固性质，有效提高装配式建筑预制叠合梁腰筋后连接施工质量。
Prefabricated composite beam waist bar post-connection construction method for fabricated building
The invention discloses a post-connection construction method for a waist bar of a prefabricated superposed beam of a fabricated building, and particularly relates to the technical field of post-connection of the waist bar of the prefabricated superposed beam. The method comprises the steps that firstly, the composite beam connecting structure is prefabricated for the fabricated building; the positioning steel bars and the on-site reserved waist bars are adopted to form overlapped embedded locking even though collision exists, so that the situation that the positioning steel bars are not bound in place and overlapped connection is formed is avoided, the construction progress cannot be affected, the construction quality can be improved, and the construction cost is reduced. Therefore, after connection, the connection position of the first butt-joint cross beam, the second butt-joint cross beam and the supporting vertical beam is firmer in connection and better in stability, it is guaranteed that the multiple positioning steel bars are not prone to inclination during pouring, the stability is better, in conclusion, the connection efficiency of the prefabricated composite beam waist bar of the assembly type building can be effectively improved, and the connection firmness is improved; and the post-connection construction quality of the prefabricated composite beam waist bar of the fabricated building is effectively improved.
本发明公开了一种装配式建筑预制叠合梁腰筋后连接施工方法，具体涉及预制叠合梁腰筋后连接技术领域，具体施工步骤如下；步骤一、装配式建筑预制叠合梁连接结构。本发明采用定位钢筋和现场预留腰筋即使存在碰撞也形成了叠加嵌入锁紧，这样就避免造成定位钢筋绑扎不到位，形成叠加连接，不仅不会影响施工进度，还会提高施工质量，因此连接后第一对接横梁、第二对接横梁、支撑竖梁连接处连接的更加牢固，稳定性更好，保证多个定位钢筋在浇筑时不易发生倾斜，稳定性更好，综上可以有效提高装配式建筑预制叠合梁腰筋后连接效率，以及提高连接的牢固性质，有效提高装配式建筑预制叠合梁腰筋后连接施工质量。
Prefabricated composite beam waist bar post-connection construction method for fabricated building
一种装配式建筑预制叠合梁腰筋后连接施工方法
HUANG ZHIMING (author) / WANG WENGUANG (author) / JI YUEKUI (author) / WEI QIDONG (author) / LIU WEI (author) / GAO YAN (author) / ZHENG XIAOBIN (author) / WANG LONGQIANG (author) / WANG YAPING (author) / MENG DEAN (author)
2023-01-24
Patent
Electronic Resource
Chinese
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