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A platform for research: civil engineering, architecture and urbanism
Prefabricated novel tenon-and-mortise type profile steel-concrete beam column joint design and construction method
The invention discloses a design and construction method for a prefabricated novel tenon-and-mortise type profile steel-concrete beam column joint, and relates to the technical field of building joint splicing, in particular to the design and construction method for the prefabricated novel tenon-and-mortise type profile steel-concrete beam column joint. The structure comprises a lower prefabricated column, a prefabricated tenon-and-mortise joint, an upper prefabricated column and prefabricated beams, the prefabricated tenon-and-mortise joint is fixedly arranged at the top end of the lower prefabricated column, the upper prefabricated column is inserted into the top end of the prefabricated tenon-and-mortise joint, and the prefabricated beams are inserted into the left side and the right side of the prefabricated tenon-and-mortise joint; positioning plates are arranged at the front end and the rear end of the inner side of the prefabricated mortise and tenon joint, and positioning grooves are formed between the positioning plates and the inner side of the prefabricated mortise and tenon joint. After the technical scheme is adopted, the invention has the beneficial effects that the core area adopts a mortise and tenon type construction mode, and the beam-column connection replaces the traditional bent anchor or anchoring plate mode through the plug pin, the high-strength bolt and the ultrahigh-strength grouting material, so that the problems of dense arrangement and difficult construction of steel bars are solved, and the node deformation capability, the recovery capability and the node rigidity can be enhanced.
一种预制新型榫卯式型钢‑砼梁柱节点设计和施工方法，它涉及建筑物节点拼接技术领域，具体涉及一种预制新型榫卯式型钢‑砼梁柱节点设计和施工方法。它包括下预制柱、预制榫卯式节点、上预制柱、预制梁，下预制柱的顶端固定设置有预制榫卯式节点，预制榫卯式节点的顶端插接有上预制柱，预制榫卯式节点的左右两侧均插接有预制梁；所述预制榫卯式节点的内侧前后端均设置有定位板，定位板与预制榫卯式节点的内侧之间形成定位槽。采用上述技术方案后，本发明有益效果为：核心区采用榫卯式构造方式，梁柱连接通过插销、高强螺栓、超高强灌浆料替代传统弯锚或锚固板的形式，解决了钢筋布置密集，难以施工的问题，能够增强节点变形能力、恢复能力、节点刚性。
Prefabricated novel tenon-and-mortise type profile steel-concrete beam column joint design and construction method
The invention discloses a design and construction method for a prefabricated novel tenon-and-mortise type profile steel-concrete beam column joint, and relates to the technical field of building joint splicing, in particular to the design and construction method for the prefabricated novel tenon-and-mortise type profile steel-concrete beam column joint. The structure comprises a lower prefabricated column, a prefabricated tenon-and-mortise joint, an upper prefabricated column and prefabricated beams, the prefabricated tenon-and-mortise joint is fixedly arranged at the top end of the lower prefabricated column, the upper prefabricated column is inserted into the top end of the prefabricated tenon-and-mortise joint, and the prefabricated beams are inserted into the left side and the right side of the prefabricated tenon-and-mortise joint; positioning plates are arranged at the front end and the rear end of the inner side of the prefabricated mortise and tenon joint, and positioning grooves are formed between the positioning plates and the inner side of the prefabricated mortise and tenon joint. After the technical scheme is adopted, the invention has the beneficial effects that the core area adopts a mortise and tenon type construction mode, and the beam-column connection replaces the traditional bent anchor or anchoring plate mode through the plug pin, the high-strength bolt and the ultrahigh-strength grouting material, so that the problems of dense arrangement and difficult construction of steel bars are solved, and the node deformation capability, the recovery capability and the node rigidity can be enhanced.
一种预制新型榫卯式型钢‑砼梁柱节点设计和施工方法，它涉及建筑物节点拼接技术领域，具体涉及一种预制新型榫卯式型钢‑砼梁柱节点设计和施工方法。它包括下预制柱、预制榫卯式节点、上预制柱、预制梁，下预制柱的顶端固定设置有预制榫卯式节点，预制榫卯式节点的顶端插接有上预制柱，预制榫卯式节点的左右两侧均插接有预制梁；所述预制榫卯式节点的内侧前后端均设置有定位板，定位板与预制榫卯式节点的内侧之间形成定位槽。采用上述技术方案后，本发明有益效果为：核心区采用榫卯式构造方式，梁柱连接通过插销、高强螺栓、超高强灌浆料替代传统弯锚或锚固板的形式，解决了钢筋布置密集，难以施工的问题，能够增强节点变形能力、恢复能力、节点刚性。
Prefabricated novel tenon-and-mortise type profile steel-concrete beam column joint design and construction method
一种预制新型榫卯式型钢-砼梁柱节点设计和施工方法
LIANG XIANCHAO (author) / JIANG HAOTIAN (author) / SHI SHENGHUI (author) / CHEN TING (author)
2023-06-02
Patent
Electronic Resource
Chinese
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