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Bionic concrete filled steel tubular column bifurcated diagonal bracing connecting structure and construction method
The invention relates to the technical field of airport terminal front edge supporting, in particular to a bionic concrete filled steel tubular column forking and diagonal bracing connecting structure and a construction method, and the bionic concrete filled steel tubular column forking and diagonal bracing connecting structure is used for connecting an airport terminal bearing platform and an airport terminal front edge. The steel pipe supporting column is embedded in an airport terminal bearing platform, the cast steel joint is welded to the upper end face of the steel pipe supporting column in a matched and opposite mode, the forked supporting column is welded to a connecting fulcrum of the cast steel joint in a matched and opposite mode, the placing assembly is welded to the end of the forked supporting column, and a through drainage pipe is arranged between the steel pipe supporting column and one forked supporting column. The problems that in the prior art, the top face of the terminal bearing platform and the front edge of the terminal are mostly connected through independent columns, so that the section of the column top is limited, the roots of the sections of the inclined struts are likely to be overlapped, and the overall occupied space is large are solved.
一种仿生钢管混凝土柱分叉斜撑连接结构及施工方法,涉及航站楼前沿支撑技术领域,仿生钢管混凝土柱分叉斜撑连接结构,用于航站楼承台与航站楼前沿的连接,包括埋设在航站楼承台内的钢管支柱、契合对口焊接在钢管支柱上端面的铸钢节点、契合对口焊接在铸钢节点的连接支点上的分叉支柱及焊接在分叉支柱端头的放置组件,钢管支柱和一分叉支柱之间设有贯通的排水管。本发明解决现有技术中,航站楼承台顶面与航站楼前沿的连接处多采用独立柱进行连接,由此存在柱顶截面受限,斜撑截面根部可能相互重叠,整体占用空间较大的问题。
Bionic concrete filled steel tubular column bifurcated diagonal bracing connecting structure and construction method
The invention relates to the technical field of airport terminal front edge supporting, in particular to a bionic concrete filled steel tubular column forking and diagonal bracing connecting structure and a construction method, and the bionic concrete filled steel tubular column forking and diagonal bracing connecting structure is used for connecting an airport terminal bearing platform and an airport terminal front edge. The steel pipe supporting column is embedded in an airport terminal bearing platform, the cast steel joint is welded to the upper end face of the steel pipe supporting column in a matched and opposite mode, the forked supporting column is welded to a connecting fulcrum of the cast steel joint in a matched and opposite mode, the placing assembly is welded to the end of the forked supporting column, and a through drainage pipe is arranged between the steel pipe supporting column and one forked supporting column. The problems that in the prior art, the top face of the terminal bearing platform and the front edge of the terminal are mostly connected through independent columns, so that the section of the column top is limited, the roots of the sections of the inclined struts are likely to be overlapped, and the overall occupied space is large are solved.
一种仿生钢管混凝土柱分叉斜撑连接结构及施工方法,涉及航站楼前沿支撑技术领域,仿生钢管混凝土柱分叉斜撑连接结构,用于航站楼承台与航站楼前沿的连接,包括埋设在航站楼承台内的钢管支柱、契合对口焊接在钢管支柱上端面的铸钢节点、契合对口焊接在铸钢节点的连接支点上的分叉支柱及焊接在分叉支柱端头的放置组件,钢管支柱和一分叉支柱之间设有贯通的排水管。本发明解决现有技术中,航站楼承台顶面与航站楼前沿的连接处多采用独立柱进行连接,由此存在柱顶截面受限,斜撑截面根部可能相互重叠,整体占用空间较大的问题。
Bionic concrete filled steel tubular column bifurcated diagonal bracing connecting structure and construction method
一种仿生钢管混凝土柱分叉斜撑连接结构及施工方法
SUN DONGXUE (author) / HUANG DOU (author) / LIU WEI (author) / ZHU JIANJUN (author) / JIANG HAO (author) / WU YONGGANG (author) / HUANG JIAJIN (author) / CHANG JIN-WOO (author) / REN XIANG (author) / PENG JIANWU (author)
2024-03-01
Patent
Electronic Resource
Chinese
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