Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Connecting joint of sectional steel reinforced concrete beam and concrete filled steel tubular column
The invention relates to a connecting joint of a sectional steel reinforced concrete beam and a concrete filled steel tubular column. The problems of stress concentration and poor reliability caused by small connecting area of the connecting joint of the sectional steel reinforced concrete beam and the concrete filled steel tubular column in the prior art can be solved. The connecting joint of thesectional steel reinforced concrete beam and the concrete filled steel tubular column comprises the concrete filled steel tubular column, the sectional steel reinforced concrete beam and an adapter,wherein the adapter is arranged between the concrete filled steel tubular column and the sectional steel reinforced concrete beam, and is respectively connected with a steel tube in the concrete filled steel tubular column and sectional steel in the sectional steel reinforced concrete beam; the adaptor comprises a first end and a second end; the first end is in butt joint with the end surface of the sectional steel in the sectional steel reinforced concrete beam; the second end is in butt joint with the side surface of the steel tube in the concrete filled steel tubular column; the cross section area of the second end of the adaptor is greater than the cross section area of the first end; and the cross section area of the first end is not smaller than the area of the end surface of the sectional steel in the sectional steel reinforced concrete beam.
本发明涉及一种型钢混凝土梁与钢管混凝土柱的连接节点，能够解决现有技术中型钢混凝土梁与钢管混凝土柱连接节点因连接面积小而导致的应力集中、可靠性差的问题。型钢混凝土梁与钢管混凝土柱的连接节点，包括：钢管混凝土柱；型钢混凝土梁；转接件，布置在钢管混凝土柱与型钢混凝土梁之间，分别与钢管混凝土柱中的钢管、型钢混凝土梁中的型钢连接；转接件包括与型钢混凝土梁中型钢端面对接的第一端，与钢管混凝土柱中钢管侧面对接的第二端；转接件第二端的截面积大于第一端的截面积，且第一端的截面积不小于型钢混凝土梁中型钢端面的面积。
Connecting joint of sectional steel reinforced concrete beam and concrete filled steel tubular column
The invention relates to a connecting joint of a sectional steel reinforced concrete beam and a concrete filled steel tubular column. The problems of stress concentration and poor reliability caused by small connecting area of the connecting joint of the sectional steel reinforced concrete beam and the concrete filled steel tubular column in the prior art can be solved. The connecting joint of thesectional steel reinforced concrete beam and the concrete filled steel tubular column comprises the concrete filled steel tubular column, the sectional steel reinforced concrete beam and an adapter,wherein the adapter is arranged between the concrete filled steel tubular column and the sectional steel reinforced concrete beam, and is respectively connected with a steel tube in the concrete filled steel tubular column and sectional steel in the sectional steel reinforced concrete beam; the adaptor comprises a first end and a second end; the first end is in butt joint with the end surface of the sectional steel in the sectional steel reinforced concrete beam; the second end is in butt joint with the side surface of the steel tube in the concrete filled steel tubular column; the cross section area of the second end of the adaptor is greater than the cross section area of the first end; and the cross section area of the first end is not smaller than the area of the end surface of the sectional steel in the sectional steel reinforced concrete beam.
本发明涉及一种型钢混凝土梁与钢管混凝土柱的连接节点，能够解决现有技术中型钢混凝土梁与钢管混凝土柱连接节点因连接面积小而导致的应力集中、可靠性差的问题。型钢混凝土梁与钢管混凝土柱的连接节点，包括：钢管混凝土柱；型钢混凝土梁；转接件，布置在钢管混凝土柱与型钢混凝土梁之间，分别与钢管混凝土柱中的钢管、型钢混凝土梁中的型钢连接；转接件包括与型钢混凝土梁中型钢端面对接的第一端，与钢管混凝土柱中钢管侧面对接的第二端；转接件第二端的截面积大于第一端的截面积，且第一端的截面积不小于型钢混凝土梁中型钢端面的面积。
Connecting joint of sectional steel reinforced concrete beam and concrete filled steel tubular column
型钢混凝土梁与钢管混凝土柱的连接节点
CHEN KEWEI (Autor:in) / XIAN QINGJUN (Autor:in)
19.05.2020
Patent
Elektronische Ressource
Chinesisch
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