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Construction method of frame structure beam-column joint containing energy consumption section steel bars
The invention belongs to the technical field of concrete frame structure beam-column joints, and particularly relates to a construction method of a frame structure beam-column joint containing energy consumption section steel bars. The construction method comprises the following steps that S1, a reinforced concrete column is installed, and a bottom formwork of a reinforced concrete beam is installed on the reinforced concrete column; s2, transverse steel bars are machined, and the separation suites are installed; s3, stirrups and transverse steel bars are bound between the adjacent reinforced concrete columns; s4, beam side formworks and plate bottom formworks of the reinforced concrete beams are installed, and plate ribs are bound; and S5, concrete is poured. While the conciseness and quickness of the construction process are ensured, the deformability of the beam-column joint can be effectively improved, the earthquake damage of the joint is reduced, the post-earthquake damage is easy to repair, and finally the overall earthquake resistance of the structure is improved.
本发明属于混凝土框架结构梁柱节点技术领域，具体涉及一种含耗能段钢筋的框架结构梁柱节点施工方法。本发明包括框架结构梁柱节点组件，其施工方法如下：S1、安装钢筋混凝土柱，并在钢筋混凝土柱上安装钢筋混凝土梁的底部模板；S2、加工横向钢筋并安装分隔套件；S3、在相邻钢筋混凝土柱之间绑扎箍筋和横向钢筋；S4、安装钢筋混凝土梁的梁侧和板底模板，并绑扎板筋；S5、浇筑混凝土。本发明在确保施工流程的简洁化和快捷化的同时，可有效增大梁柱节点变形能力，减轻节点地震损伤，且震后损伤易于修复，最终提高了结构的整体抗震性能。
Construction method of frame structure beam-column joint containing energy consumption section steel bars
The invention belongs to the technical field of concrete frame structure beam-column joints, and particularly relates to a construction method of a frame structure beam-column joint containing energy consumption section steel bars. The construction method comprises the following steps that S1, a reinforced concrete column is installed, and a bottom formwork of a reinforced concrete beam is installed on the reinforced concrete column; s2, transverse steel bars are machined, and the separation suites are installed; s3, stirrups and transverse steel bars are bound between the adjacent reinforced concrete columns; s4, beam side formworks and plate bottom formworks of the reinforced concrete beams are installed, and plate ribs are bound; and S5, concrete is poured. While the conciseness and quickness of the construction process are ensured, the deformability of the beam-column joint can be effectively improved, the earthquake damage of the joint is reduced, the post-earthquake damage is easy to repair, and finally the overall earthquake resistance of the structure is improved.
本发明属于混凝土框架结构梁柱节点技术领域，具体涉及一种含耗能段钢筋的框架结构梁柱节点施工方法。本发明包括框架结构梁柱节点组件，其施工方法如下：S1、安装钢筋混凝土柱，并在钢筋混凝土柱上安装钢筋混凝土梁的底部模板；S2、加工横向钢筋并安装分隔套件；S3、在相邻钢筋混凝土柱之间绑扎箍筋和横向钢筋；S4、安装钢筋混凝土梁的梁侧和板底模板，并绑扎板筋；S5、浇筑混凝土。本发明在确保施工流程的简洁化和快捷化的同时，可有效增大梁柱节点变形能力，减轻节点地震损伤，且震后损伤易于修复，最终提高了结构的整体抗震性能。
Construction method of frame structure beam-column joint containing energy consumption section steel bars
一种含耗能段钢筋的框架结构梁柱节点施工方法
DAI LIANGJUN (author) / CUI LINZHAO (author) / WANG LEI (author) / GUO YANG (author) / JI JIANHUA (author)
2022-04-08
Patent
Electronic Resource
Chinese
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