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A platform for research: civil engineering, architecture and urbanism
Steel-concrete combined beam-column anti-seismic connection structure
The invention relates to a steel-concrete combined beam-column anti-seismic connection structure. The structure involves a beam, connecting pieces are arranged at the left end and the right end of thebeam correspondingly, and columns are arranged in the connecting pieces; the beam comprises I-shaped steel, a first protection frame and a second protection frame, wherein the first protection frameand the second protection frame are inserted into the front face and the rear face of the I-shaped steel respectively; the first protection frame comprises a first side plate, a first connecting plateand a plurality of first reinforcing plates; the second protection frame comprises a second side plate, a second connecting plate and a plurality of second reinforcing plates; and the upper ends of the first side plate and the second side plate all incline outwards, and the lower ends of the first side plate and the second side plate are connected with the outer side of a lower wing plate of theI-shaped steel. According to the structure, the I-shaped steel, the first protection frame and the second protection frame are connected in a mortise-tenon mode to form an inverted trapezoidal structural body, and the beam and the columns are connected in a mortise-tenon mode through the connecting pieces, so that the problem that in the prior art, a beam-column connection structure is prone to bending, deforming and cracking when encountering strong earthquakes is solved.
本发明涉及一种钢‑混凝土组合梁柱抗震连接结构，包括梁，梁的左右两端分别设置有连接件，连接件内设置有柱，梁包括工字钢、第一保护架和第二保护架，工字钢的前后面分别插入有第一保护架和第二保护架，所述第一保护架包括第一侧板、第一连接板和多个第一加强板，所述第二保护架包括第二侧板、第二连接板和多个第二加强板，第一侧板和第二侧板的上端均向外倾斜，第一侧板和第二侧板的下端分别与工字钢的下翼板的外侧相连接，工字钢、第一保护架和第二保护架榫卯式连接成倒梯形结构体，梁和柱通过连接件榫卯式连接，目的是解决现有技术中梁柱连接结构在遭遇强震时容易弯曲变形和开裂的问题。
Steel-concrete combined beam-column anti-seismic connection structure
The invention relates to a steel-concrete combined beam-column anti-seismic connection structure. The structure involves a beam, connecting pieces are arranged at the left end and the right end of thebeam correspondingly, and columns are arranged in the connecting pieces; the beam comprises I-shaped steel, a first protection frame and a second protection frame, wherein the first protection frameand the second protection frame are inserted into the front face and the rear face of the I-shaped steel respectively; the first protection frame comprises a first side plate, a first connecting plateand a plurality of first reinforcing plates; the second protection frame comprises a second side plate, a second connecting plate and a plurality of second reinforcing plates; and the upper ends of the first side plate and the second side plate all incline outwards, and the lower ends of the first side plate and the second side plate are connected with the outer side of a lower wing plate of theI-shaped steel. According to the structure, the I-shaped steel, the first protection frame and the second protection frame are connected in a mortise-tenon mode to form an inverted trapezoidal structural body, and the beam and the columns are connected in a mortise-tenon mode through the connecting pieces, so that the problem that in the prior art, a beam-column connection structure is prone to bending, deforming and cracking when encountering strong earthquakes is solved.
本发明涉及一种钢‑混凝土组合梁柱抗震连接结构，包括梁，梁的左右两端分别设置有连接件，连接件内设置有柱，梁包括工字钢、第一保护架和第二保护架，工字钢的前后面分别插入有第一保护架和第二保护架，所述第一保护架包括第一侧板、第一连接板和多个第一加强板，所述第二保护架包括第二侧板、第二连接板和多个第二加强板，第一侧板和第二侧板的上端均向外倾斜，第一侧板和第二侧板的下端分别与工字钢的下翼板的外侧相连接，工字钢、第一保护架和第二保护架榫卯式连接成倒梯形结构体，梁和柱通过连接件榫卯式连接，目的是解决现有技术中梁柱连接结构在遭遇强震时容易弯曲变形和开裂的问题。
Steel-concrete combined beam-column anti-seismic connection structure
一种钢-混凝土组合梁柱抗震连接结构
CHEN XIUYUN (author) / ZHANG LIZHEN (author) / HU QIAN (author) / WANG SHELIANG (author)
2020-06-09
Patent
Electronic Resource
Chinese
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