Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
End plate connecting I-shaped steel beam joint structure
The invention discloses an end plate connection I-shaped steel beam joint structure, and relates to the technical field of steel beam connection, the end plate connection I-shaped steel beam joint structure comprises a first I-shaped steel beam, a second I-shaped steel beam, a third I-shaped steel beam, a third I-shaped steel beam, a fourth I-shaped steel beam and a fourth I-shaped steel beam, the second I-shaped steel beam comprises a second web plate, and a third flange and a fourth flange which are positioned on two sides of the second web plate; the first flange end plate is connected to the upper parts of the first flange end part and the first web end part; the second flange end plate is connected to the lower part of the second flange end part and the lower part of the first web end part; a first web end plate; a third flange end plate; and the like. The problems that when large-section I-shaped steel beams are spliced, traditional end plate connection is adopted, so that welding seams are too long, end plate welding deformation is large, and the contact face is not flat can be solved, meanwhile, the first web end plate and/or the second web end plate can be thinned, and the using amount of steel is reduced under the condition that the strength requirement is met.
本发明公开了一种端板连接工字钢梁节点结构，其涉及钢梁连接技术领域，端板连接工字钢梁节点结构包括：第一工字钢梁，第一工字钢梁包括第一腹板、位于第一腹板两侧的第一翼缘和第二翼缘；第二工字钢梁，第二工字钢梁包括第二腹板、位于第二腹板两侧的第三翼缘和第四翼缘；第一翼缘端板，其连接在第一翼缘端部和第一腹板端部的上部；第二翼缘端板，其连接在第二翼缘端部和第一腹板端部的下部；第一腹板端板；第三翼缘端板；等。本申请能够解决大断面工字钢梁拼接时，采用传统端板连接造成的焊缝过长、端板焊接变形较大，接触面不平整的问题，同时可将第一腹板端板和/或第二腹板端板做薄，在满足强度需求的情况下节约钢材的用量。
End plate connecting I-shaped steel beam joint structure
The invention discloses an end plate connection I-shaped steel beam joint structure, and relates to the technical field of steel beam connection, the end plate connection I-shaped steel beam joint structure comprises a first I-shaped steel beam, a second I-shaped steel beam, a third I-shaped steel beam, a third I-shaped steel beam, a fourth I-shaped steel beam and a fourth I-shaped steel beam, the second I-shaped steel beam comprises a second web plate, and a third flange and a fourth flange which are positioned on two sides of the second web plate; the first flange end plate is connected to the upper parts of the first flange end part and the first web end part; the second flange end plate is connected to the lower part of the second flange end part and the lower part of the first web end part; a first web end plate; a third flange end plate; and the like. The problems that when large-section I-shaped steel beams are spliced, traditional end plate connection is adopted, so that welding seams are too long, end plate welding deformation is large, and the contact face is not flat can be solved, meanwhile, the first web end plate and/or the second web end plate can be thinned, and the using amount of steel is reduced under the condition that the strength requirement is met.
本发明公开了一种端板连接工字钢梁节点结构，其涉及钢梁连接技术领域，端板连接工字钢梁节点结构包括：第一工字钢梁，第一工字钢梁包括第一腹板、位于第一腹板两侧的第一翼缘和第二翼缘；第二工字钢梁，第二工字钢梁包括第二腹板、位于第二腹板两侧的第三翼缘和第四翼缘；第一翼缘端板，其连接在第一翼缘端部和第一腹板端部的上部；第二翼缘端板，其连接在第二翼缘端部和第一腹板端部的下部；第一腹板端板；第三翼缘端板；等。本申请能够解决大断面工字钢梁拼接时，采用传统端板连接造成的焊缝过长、端板焊接变形较大，接触面不平整的问题，同时可将第一腹板端板和/或第二腹板端板做薄，在满足强度需求的情况下节约钢材的用量。
End plate connecting I-shaped steel beam joint structure
端板连接工字钢梁节点结构
LI JIAFU (Autor:in) / WANG BOYANG (Autor:in) / XU CHAO (Autor:in) / YAN SIFENG (Autor:in) / DONG BOHAO (Autor:in)
03.09.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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