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A platform for research: civil engineering, architecture and urbanism
Connecting structure and method for inclined steel reinforced concrete column and reinforced concrete beam
The invention provides a connecting structure and method for an inclined steel reinforced concrete column and a reinforced concrete beam, and the structure comprises the steel reinforced concrete column which is provided with a connecting plate; the reinforced concrete beam and the steel reinforced concrete column are obliquely arranged; the haunching areas are arranged on the side face of the beam; the connecting component comprises a plurality of additional steel bars and at least one group of first steel bars and second steel bars, the first steel bars and the second steel bars are arranged in a crossed mode, the two ends of the additional steel bars are fixed to the cross beams and/or the longitudinal beams, the middle portions of the additional steel bars penetrate through the corresponding haunching areas, and the first steel bars and the second steel bars are arranged on the cross beams and/or the longitudinal beams. The first steel bars are used for being welded to the connecting plate, and the second steel bars are used for being inserted into the steel reinforced concrete column. The technical problem that in the prior art, after the steel reinforced concrete column and the reinforced concrete beam are obliquely arranged and the steel bars intersect, one steel bar cannot be welded, and the structural stability is poor is solved.
本发明提供了斜向型钢混凝土柱与钢筋混凝土梁的连接结构及方法，包括：型钢混凝土柱，设有连接板；钢筋混凝土梁，与型钢混凝土柱呈倾斜设置；多个加腋区，设于梁侧面；连接构件，包括若干附加钢筋，以及至少一组呈交叉设置的第一钢筋和第二钢筋，所述附加钢筋的两端固定于所述横梁和/或所述纵梁，且其中部穿设于对应的所述加腋区，所述第一钢筋和所述第二钢筋设于所述横梁和/或纵梁，所述第一钢筋用于焊接于所述连接板，所述第二钢筋用于插设于所述型钢混凝土柱。本发明解决了现有技术中当型钢混凝土柱与钢筋混凝土梁呈倾斜设置出现钢筋交叉情况后其一钢筋无法焊接致使结构稳定性差的技术问题。
Connecting structure and method for inclined steel reinforced concrete column and reinforced concrete beam
The invention provides a connecting structure and method for an inclined steel reinforced concrete column and a reinforced concrete beam, and the structure comprises the steel reinforced concrete column which is provided with a connecting plate; the reinforced concrete beam and the steel reinforced concrete column are obliquely arranged; the haunching areas are arranged on the side face of the beam; the connecting component comprises a plurality of additional steel bars and at least one group of first steel bars and second steel bars, the first steel bars and the second steel bars are arranged in a crossed mode, the two ends of the additional steel bars are fixed to the cross beams and/or the longitudinal beams, the middle portions of the additional steel bars penetrate through the corresponding haunching areas, and the first steel bars and the second steel bars are arranged on the cross beams and/or the longitudinal beams. The first steel bars are used for being welded to the connecting plate, and the second steel bars are used for being inserted into the steel reinforced concrete column. The technical problem that in the prior art, after the steel reinforced concrete column and the reinforced concrete beam are obliquely arranged and the steel bars intersect, one steel bar cannot be welded, and the structural stability is poor is solved.
本发明提供了斜向型钢混凝土柱与钢筋混凝土梁的连接结构及方法，包括：型钢混凝土柱，设有连接板；钢筋混凝土梁，与型钢混凝土柱呈倾斜设置；多个加腋区，设于梁侧面；连接构件，包括若干附加钢筋，以及至少一组呈交叉设置的第一钢筋和第二钢筋，所述附加钢筋的两端固定于所述横梁和/或所述纵梁，且其中部穿设于对应的所述加腋区，所述第一钢筋和所述第二钢筋设于所述横梁和/或纵梁，所述第一钢筋用于焊接于所述连接板，所述第二钢筋用于插设于所述型钢混凝土柱。本发明解决了现有技术中当型钢混凝土柱与钢筋混凝土梁呈倾斜设置出现钢筋交叉情况后其一钢筋无法焊接致使结构稳定性差的技术问题。
Connecting structure and method for inclined steel reinforced concrete column and reinforced concrete beam
斜向型钢混凝土柱与钢筋混凝土梁的连接结构及方法
WU QIONG (author) / MA JUNDA (author) / LIU YUAN (author) / WANG SHOUYU (author) / WEN CHUAN (author) / ZHONG XIAOXU (author) / SHI JIANGLIN (author) / FENG BAOTONG (author)
2024-01-23
Patent
Electronic Resource
Chinese
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