A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Outer ring type beam column rigid connection joint
The invention relates to an outer ring type beam column rigid connection joint. The outer ring type beam column rigid connection joint is used for a beam column connection position of a building partition wall, the connection joint comprises a rectangular steel pipe concrete column, a plurality of H-shaped steel beams, two outer ring type horizontal stiffening plates and four webs, wherein the middle of each outer ring type horizontal stiffening plate is provided with a through hole matched with the rectangular steel pipe concrete column in section shape, the outer ring type horizontal stiffening plates are arranged on the peripheral side of the rectangular concrete steel tubular column in a sleeving mode, the webs are arranged on the four side faces of the rectangular concrete steel tubular column respectively, the side edges of the webs are fixedly connected with the rectangular concrete steel tubular column, and the top faces and the bottom faces of the webs are fixedly connected with the two outer ring type horizontal stiffening plates, the H-shaped steel beams are fixedly connected with the outer ring type horizontal stiffening plates and the side faces of the webs, and the width of the rectangular steel pipe concrete column is matched with the thickness of the building partition wall. Compared with the prior art, the method has the advantages of being good in attractiveness, high in strength, high in construction speed and the like.
本发明涉及一种外环式梁柱刚性连接节点，用于建筑隔墙的梁柱连接处，连接节点包括矩形钢管混凝土柱、多个H型钢梁、两个外环式水平加劲板和四个腹板，外环式水平加劲板的中部开设有与矩形钢管混凝土柱截面形状配合的穿孔，外环式水平加劲板套设在矩形钢管混凝土柱的周侧，腹板分别设于矩形钢管混凝土柱的四个侧面，腹板的侧边与矩形钢管混凝土柱固定连接，腹板的顶面、底面分别与两个外环式水平加劲板固定连接，H型钢梁与外环式水平加劲板、腹板的侧面固定连接，矩形钢管混凝土柱的宽度与建筑隔墙的厚度相匹配。与现有技术相比，本发明具有美观性好、强度高、施工速度快等优点。
Outer ring type beam column rigid connection joint
The invention relates to an outer ring type beam column rigid connection joint. The outer ring type beam column rigid connection joint is used for a beam column connection position of a building partition wall, the connection joint comprises a rectangular steel pipe concrete column, a plurality of H-shaped steel beams, two outer ring type horizontal stiffening plates and four webs, wherein the middle of each outer ring type horizontal stiffening plate is provided with a through hole matched with the rectangular steel pipe concrete column in section shape, the outer ring type horizontal stiffening plates are arranged on the peripheral side of the rectangular concrete steel tubular column in a sleeving mode, the webs are arranged on the four side faces of the rectangular concrete steel tubular column respectively, the side edges of the webs are fixedly connected with the rectangular concrete steel tubular column, and the top faces and the bottom faces of the webs are fixedly connected with the two outer ring type horizontal stiffening plates, the H-shaped steel beams are fixedly connected with the outer ring type horizontal stiffening plates and the side faces of the webs, and the width of the rectangular steel pipe concrete column is matched with the thickness of the building partition wall. Compared with the prior art, the method has the advantages of being good in attractiveness, high in strength, high in construction speed and the like.
本发明涉及一种外环式梁柱刚性连接节点，用于建筑隔墙的梁柱连接处，连接节点包括矩形钢管混凝土柱、多个H型钢梁、两个外环式水平加劲板和四个腹板，外环式水平加劲板的中部开设有与矩形钢管混凝土柱截面形状配合的穿孔，外环式水平加劲板套设在矩形钢管混凝土柱的周侧，腹板分别设于矩形钢管混凝土柱的四个侧面，腹板的侧边与矩形钢管混凝土柱固定连接，腹板的顶面、底面分别与两个外环式水平加劲板固定连接，H型钢梁与外环式水平加劲板、腹板的侧面固定连接，矩形钢管混凝土柱的宽度与建筑隔墙的厚度相匹配。与现有技术相比，本发明具有美观性好、强度高、施工速度快等优点。
Outer ring type beam column rigid connection joint
一种外环式梁柱刚性连接节点
WU HONGLEI (author) / LIU XINGNENG (author) / LIU BO (author) / SHEN QIAN (author) / ZHANG YAO (author)
2021-11-05
Patent
Electronic Resource
Chinese
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