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Connecting joint structure of steel beam and steel column
The connecting node structure comprises the steel beam, the steel column, a deformation steel beam and a post-built steel beam, a cantilever beam is arranged on the side, facing the steel beam, of the steel column in a protruding mode, a connecting gap is formed between the cantilever beam and the steel beam, the deformation steel beam is oppositely arranged between the cantilever beam and the steel beam, one end of the deformation steel beam is fixedly welded to the cantilever beam, and the other end of the deformation steel beam is fixedly welded to the post-built steel beam. Meanwhile, the height of the deformation steel beam is smaller than that of the cantilever beam, a first notch is formed in the upper portion of the deformation steel beam, and a second notch is formed in the lower portion of the deformation steel beam; the post-built steel beam comprises a post-built upper steel beam and a post-built lower steel beam, after the deformation of the deformed steel beam is released, the post-built upper steel beam is arranged above the deformed steel beam to fill the first notch, and the post-built lower steel beam is arranged below the deformed steel beam to fill the second notch. According to the technical scheme, the problem that a supporting frame needs to be erected due to the fact that a large-span steel beam cannot be connected with a steel column after being bent and deformed is solved.
本发明公开了一种钢梁与钢柱的连接节点结构，包括钢梁、钢柱、变形钢梁和后筑钢梁，钢柱的朝向钢梁的一侧凸设有悬挑梁，悬挑梁与钢梁之间形成有连接间隙，变形钢梁相对设置在悬挑梁和钢梁之间，变形钢梁的一端与悬挑梁焊接固定，另一端与钢梁焊接固定，同时变形钢梁的高度小于悬挑梁的高度，变形钢梁的上部形成有第一缺口，变形钢梁的下部形成有第二缺口；后筑钢梁包括后筑上钢梁和后筑下钢梁，待变形钢梁变形释放后，后筑上钢梁设置在变形钢梁的上方以填补第一缺口，后筑下钢梁设置在变形钢梁的下方以填补第二缺口。本技术方案解决了大跨度钢梁发生弯曲变形后无法与钢柱连接，从而需要架设支撑架的问题。
Connecting joint structure of steel beam and steel column
The connecting node structure comprises the steel beam, the steel column, a deformation steel beam and a post-built steel beam, a cantilever beam is arranged on the side, facing the steel beam, of the steel column in a protruding mode, a connecting gap is formed between the cantilever beam and the steel beam, the deformation steel beam is oppositely arranged between the cantilever beam and the steel beam, one end of the deformation steel beam is fixedly welded to the cantilever beam, and the other end of the deformation steel beam is fixedly welded to the post-built steel beam. Meanwhile, the height of the deformation steel beam is smaller than that of the cantilever beam, a first notch is formed in the upper portion of the deformation steel beam, and a second notch is formed in the lower portion of the deformation steel beam; the post-built steel beam comprises a post-built upper steel beam and a post-built lower steel beam, after the deformation of the deformed steel beam is released, the post-built upper steel beam is arranged above the deformed steel beam to fill the first notch, and the post-built lower steel beam is arranged below the deformed steel beam to fill the second notch. According to the technical scheme, the problem that a supporting frame needs to be erected due to the fact that a large-span steel beam cannot be connected with a steel column after being bent and deformed is solved.
本发明公开了一种钢梁与钢柱的连接节点结构，包括钢梁、钢柱、变形钢梁和后筑钢梁，钢柱的朝向钢梁的一侧凸设有悬挑梁，悬挑梁与钢梁之间形成有连接间隙，变形钢梁相对设置在悬挑梁和钢梁之间，变形钢梁的一端与悬挑梁焊接固定，另一端与钢梁焊接固定，同时变形钢梁的高度小于悬挑梁的高度，变形钢梁的上部形成有第一缺口，变形钢梁的下部形成有第二缺口；后筑钢梁包括后筑上钢梁和后筑下钢梁，待变形钢梁变形释放后，后筑上钢梁设置在变形钢梁的上方以填补第一缺口，后筑下钢梁设置在变形钢梁的下方以填补第二缺口。本技术方案解决了大跨度钢梁发生弯曲变形后无法与钢柱连接，从而需要架设支撑架的问题。
Connecting joint structure of steel beam and steel column
钢梁与钢柱的连接节点结构
ZHANG XINXING (author) / CAO WEILIANG (author) / LIANG WEIZHEN (author) / LV WEIBIN (author)
2024-09-20
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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