A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Joint of steel reinforced concrete column and reinforced concrete beam and construction method thereof
The invention relates to the technical field of building structures, and discloses a node of a steel reinforced concrete column and a reinforced concrete beam, which comprises a longitudinal beam, a cross beam and a section steel column body with a built-in section steel body, the longitudinal beam, the cross beam and the section steel column body are perpendicular to each other and intersect at the node, and the longitudinal beam comprises a first longitudinal bar and a second longitudinal bar which are parallel to each other; the first longitudinal bars penetrate through the profile steel body in the full length direction, and the second longitudinal bars are connected to the two sides of the profile steel body through longitudinal sleeves. The cross beam comprises a first transverse longitudinal bar and a second transverse longitudinal bar, the second transverse longitudinal bar is connected with the profile steel body through a transverse sleeve, and the first transverse longitudinal bar is horizontally bent to the outer side of the profile steel body and is arranged in a full-length mode; the joint does not need a field welding process, the arrangement requirement of large-density multi-layer longitudinal bars can be met while the bearing capacity of the section steel can be guaranteed through the structure, internal force of the joint can be effectively transmitted into the section steel column, force transmission is clear, construction is easy and convenient, and the construction progress is accelerated.
本发明涉及建筑结构技术领域，并且公开了一种型钢混凝土柱与钢筋混凝土梁的节点，包括纵梁、横梁以及内置有型钢本体的型钢柱体，三者相互垂直并相交于节点处，纵梁包括相互平行的第一纵向纵筋和第二纵向纵筋，第一纵向纵筋通长穿过型钢本体，第二纵向纵筋通过纵向套筒与连接于型钢本体的两侧；横梁包括第一横向纵筋和第二横向纵筋，第二横向纵筋通过横向套筒与型钢本体相连，第一横向纵筋水平弯折至型钢本体的外侧通长布置；该节点不需要现场焊接工艺，并且通过该结构可保证型钢承载力的同时满足大密度多层纵筋的布置要求，使节点内力能够有效传递到型钢柱体中，传力明确，施工简便，加快施工进度。
Joint of steel reinforced concrete column and reinforced concrete beam and construction method thereof
The invention relates to the technical field of building structures, and discloses a node of a steel reinforced concrete column and a reinforced concrete beam, which comprises a longitudinal beam, a cross beam and a section steel column body with a built-in section steel body, the longitudinal beam, the cross beam and the section steel column body are perpendicular to each other and intersect at the node, and the longitudinal beam comprises a first longitudinal bar and a second longitudinal bar which are parallel to each other; the first longitudinal bars penetrate through the profile steel body in the full length direction, and the second longitudinal bars are connected to the two sides of the profile steel body through longitudinal sleeves. The cross beam comprises a first transverse longitudinal bar and a second transverse longitudinal bar, the second transverse longitudinal bar is connected with the profile steel body through a transverse sleeve, and the first transverse longitudinal bar is horizontally bent to the outer side of the profile steel body and is arranged in a full-length mode; the joint does not need a field welding process, the arrangement requirement of large-density multi-layer longitudinal bars can be met while the bearing capacity of the section steel can be guaranteed through the structure, internal force of the joint can be effectively transmitted into the section steel column, force transmission is clear, construction is easy and convenient, and the construction progress is accelerated.
本发明涉及建筑结构技术领域，并且公开了一种型钢混凝土柱与钢筋混凝土梁的节点，包括纵梁、横梁以及内置有型钢本体的型钢柱体，三者相互垂直并相交于节点处，纵梁包括相互平行的第一纵向纵筋和第二纵向纵筋，第一纵向纵筋通长穿过型钢本体，第二纵向纵筋通过纵向套筒与连接于型钢本体的两侧；横梁包括第一横向纵筋和第二横向纵筋，第二横向纵筋通过横向套筒与型钢本体相连，第一横向纵筋水平弯折至型钢本体的外侧通长布置；该节点不需要现场焊接工艺，并且通过该结构可保证型钢承载力的同时满足大密度多层纵筋的布置要求，使节点内力能够有效传递到型钢柱体中，传力明确，施工简便，加快施工进度。
Joint of steel reinforced concrete column and reinforced concrete beam and construction method thereof
一种型钢混凝土柱与钢筋混凝土梁的节点及其施工方法
SHEN XIAOMING (author) / CUI JIAN (author) / LU JIANGLONG (author) / XIONG MINGHU (author) / LI GANG (author)
2024-09-27
Patent
Electronic Resource
Chinese
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