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A platform for research: civil engineering, architecture and urbanism
The invention discloses a concrete beam-column joint reinforcing structure and a construction method thereof. The concrete beam-column joint reinforcing structure comprises a concrete column. The outer wall of the concrete column is sleeved with a reinforcing sleeve with a U-shaped section, a center fixing pin is inserted in the middle of the reinforcing sleeve in a penetrating mode and penetrates through the concrete column, the reinforcing sleeve bypasses the rear lower end of the concrete column to be connected with a bearing limiting connecting block, and the side wall of the concrete column is connected with a concrete beam corresponding to the upper end of the bearing limiting connecting block. A concrete block is newly poured between the notch of the concrete beam and the concrete column, diagonal bracing bent arms are connected to the positions, corresponding to the front and the back of the bearing limiting connecting block, of the lower end of the reinforcing sleeve, a bracket fixing pin penetrating through the concrete column is inserted into the position, corresponding to the lower portion of the reinforcing sleeve, of the outer wall of the concrete column, and a beam side bracket and a far-end bracket are fixed to the two ends of the bracket fixing pin correspondingly; the two sides of the inclined strut bent arm are connected with the beam side bracket and the far-end bracket respectively. The concrete beam-column joint reinforcing structure is reasonable in structural design, high in joint bearing capacity and good in application prospect.
本发明公开了一种混凝土梁柱节点加固结构及其施工方法，混凝土梁柱节点加固结构包括混凝土柱；混凝土柱的外壁套接有截面为U形的加固套，加固套的中部贯穿插设有中心固定销，中心固定销贯穿混凝土柱，加固套绕过混凝土柱后下端连有承托限位连接块，混凝土柱侧壁对应承托限位连接块上端连有混凝土梁，混凝土梁缺口与混凝土柱之间新浇筑混凝土块，加固套的下端对应承托限位连接块前后的位置连有斜撑弯臂，混凝土柱的外壁对应加固套的下方插接有贯穿混凝土柱的托架固定销，托架固定销的两端分别固定有梁侧托架和远端托架，斜撑弯臂的两侧分别与梁侧托架和远端托架连接。本发明的混凝土梁柱节点加固结构，结构设计合理，节点承载能力强，应用前景好。
The invention discloses a concrete beam-column joint reinforcing structure and a construction method thereof. The concrete beam-column joint reinforcing structure comprises a concrete column. The outer wall of the concrete column is sleeved with a reinforcing sleeve with a U-shaped section, a center fixing pin is inserted in the middle of the reinforcing sleeve in a penetrating mode and penetrates through the concrete column, the reinforcing sleeve bypasses the rear lower end of the concrete column to be connected with a bearing limiting connecting block, and the side wall of the concrete column is connected with a concrete beam corresponding to the upper end of the bearing limiting connecting block. A concrete block is newly poured between the notch of the concrete beam and the concrete column, diagonal bracing bent arms are connected to the positions, corresponding to the front and the back of the bearing limiting connecting block, of the lower end of the reinforcing sleeve, a bracket fixing pin penetrating through the concrete column is inserted into the position, corresponding to the lower portion of the reinforcing sleeve, of the outer wall of the concrete column, and a beam side bracket and a far-end bracket are fixed to the two ends of the bracket fixing pin correspondingly; the two sides of the inclined strut bent arm are connected with the beam side bracket and the far-end bracket respectively. The concrete beam-column joint reinforcing structure is reasonable in structural design, high in joint bearing capacity and good in application prospect.
本发明公开了一种混凝土梁柱节点加固结构及其施工方法，混凝土梁柱节点加固结构包括混凝土柱；混凝土柱的外壁套接有截面为U形的加固套，加固套的中部贯穿插设有中心固定销，中心固定销贯穿混凝土柱，加固套绕过混凝土柱后下端连有承托限位连接块，混凝土柱侧壁对应承托限位连接块上端连有混凝土梁，混凝土梁缺口与混凝土柱之间新浇筑混凝土块，加固套的下端对应承托限位连接块前后的位置连有斜撑弯臂，混凝土柱的外壁对应加固套的下方插接有贯穿混凝土柱的托架固定销，托架固定销的两端分别固定有梁侧托架和远端托架，斜撑弯臂的两侧分别与梁侧托架和远端托架连接。本发明的混凝土梁柱节点加固结构，结构设计合理，节点承载能力强，应用前景好。
Concrete beam-column joint reinforcing structure and construction method thereof
一种混凝土梁柱节点加固结构及其施工方法
WANG FENG (author)
2024-08-02
Patent
Electronic Resource
Chinese
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