Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fully-assembled prefabricated column-steel beam connecting joint and assembling method thereof
According to the fully-assembled prefabricated column-steel beam connecting joint and the assembling method thereof, the novel steel module is pre-embedded in the height range of the prefabricated column, the novel steel module is simple in structure and small in material consumption, the production efficiency of the steel joint module is remarkably improved, and the production difficulty is reduced; the design efficiency and production efficiency of the steel module can be effectively improved, and the connection speed and reliability of the prefabricated column and the steel beam are improved. Meanwhile, an energy consumption assembly is creatively arranged between the beam end of the steel beam and the novel steel module, and the energy consumption assembly is connected with the novel steel module and the flange of the steel beam through bolts, so that the connection efficiency and quality are greatly improved, and the problem of unstable quality of a field welding process is avoided; more importantly, the energy consumption assembly has the capacity of controllable energy consumption, that is, controllable energy consumption is achieved through the size and material selection of the horizontal energy consumption section of the T-shaped energy consumption connecting piece, the energy consumption capacity of a building is improved, the application range of the building is widened, and the shock resistance of the fabricated building is remarkably improved.
本发明提供了一种全装配预制柱‑钢梁连接节点及其装配方法，本发明通过在预制柱高度范围内预埋新型钢模块，该新型钢模块钢模块构造简单，材料用量少，显著提升了钢节点模块的生产效率和降低生产难度，能有效提高该钢模块的设计效率和生产效率，提高预制柱与钢梁连接的速度和可靠性。同时，创造性的在钢梁梁端与新型钢模块间设置一个耗能组件，该耗能组件与新型钢模块和钢梁翼缘采用螺栓连接，大大提高了连接的效率和质量，避免了现场焊接工艺质量不稳定的问题；更重要之处在于该耗能组件具有可控耗能的能力，即通过T型耗能连接件的水平耗能段的尺寸和材料选择，实现可控的耗能，提高建筑物的耗能能力及应用范围，显著提高装配式建筑的耐震性能。
Fully-assembled prefabricated column-steel beam connecting joint and assembling method thereof
According to the fully-assembled prefabricated column-steel beam connecting joint and the assembling method thereof, the novel steel module is pre-embedded in the height range of the prefabricated column, the novel steel module is simple in structure and small in material consumption, the production efficiency of the steel joint module is remarkably improved, and the production difficulty is reduced; the design efficiency and production efficiency of the steel module can be effectively improved, and the connection speed and reliability of the prefabricated column and the steel beam are improved. Meanwhile, an energy consumption assembly is creatively arranged between the beam end of the steel beam and the novel steel module, and the energy consumption assembly is connected with the novel steel module and the flange of the steel beam through bolts, so that the connection efficiency and quality are greatly improved, and the problem of unstable quality of a field welding process is avoided; more importantly, the energy consumption assembly has the capacity of controllable energy consumption, that is, controllable energy consumption is achieved through the size and material selection of the horizontal energy consumption section of the T-shaped energy consumption connecting piece, the energy consumption capacity of a building is improved, the application range of the building is widened, and the shock resistance of the fabricated building is remarkably improved.
本发明提供了一种全装配预制柱‑钢梁连接节点及其装配方法，本发明通过在预制柱高度范围内预埋新型钢模块，该新型钢模块钢模块构造简单，材料用量少，显著提升了钢节点模块的生产效率和降低生产难度，能有效提高该钢模块的设计效率和生产效率，提高预制柱与钢梁连接的速度和可靠性。同时，创造性的在钢梁梁端与新型钢模块间设置一个耗能组件，该耗能组件与新型钢模块和钢梁翼缘采用螺栓连接，大大提高了连接的效率和质量，避免了现场焊接工艺质量不稳定的问题；更重要之处在于该耗能组件具有可控耗能的能力，即通过T型耗能连接件的水平耗能段的尺寸和材料选择，实现可控的耗能，提高建筑物的耗能能力及应用范围，显著提高装配式建筑的耐震性能。
Fully-assembled prefabricated column-steel beam connecting joint and assembling method thereof
一种全装配预制柱-钢梁连接节点及其装配方法
LU JINGFU (Autor:in) / TIAN CHUNYU (Autor:in) / SHEN JIANI (Autor:in) / JIN CHUNGUANG (Autor:in) / TANG ZHANG (Autor:in)
26.01.2024
Patent
Elektronische Ressource
Chinesisch
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