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Box-type composite beam asynchronous hanging basket construction technology
The invention provides a box-type composite beam asynchronous hanging basket construction process, and relates to the field of hanging basket construction, and adopts the scheme that after an n # section steel structure is welded and detected, a hanging basket is moved to the top of an n # section vertical plate, n # section lining concrete is poured, meanwhile, when concrete on the top surface of an n-1 # section reaches a certain strength, a track is laid, and the hanging basket is moved to the top of the n-1 # section vertical plate through a truck crane and a transport vehicle. A vertical plate, a bottom plate and a partition plate needed by the n + 1 # section are transported to the position under the hanging basket along the laid rail, and the n + 1 # section and the n # section are installed and connected through a crown block crane; and the hanging basket moves to the set positions of the upper portions of the two vertical plates of the n + 1 # section along the walking grooves, lining concrete of the n + 1 # section is poured, meanwhile, a top formwork of the n # section is installed, top plate steel bars of the n # section are bound, top plate concrete of the n # section is poured, and after the top plate concrete of the n # section reaches certain strength, a transport vehicle track is laid. The bridge construction efficiency can be improved.
本发明提供了一种箱型组合梁异步挂篮施工工艺,涉及挂篮施工领域,采用的方案是:n#节段钢结构焊接检测后,将挂篮移动至n#节段立板顶部,浇筑n#节段内衬混凝土,同时,当n‑1#节段顶面混凝土达到一定强度后铺设轨道,利用汽车吊和运输车,沿铺设的轨道,将n+1#节段所需的立板、底板和隔板运输至挂篮正下方,利用天车吊,将n+1#节段与n#节段安装连接;挂篮沿行走槽移动至n+1#节段的两个立板上部设定位置,浇筑n+1#节段内衬混凝土,同时安装n#节段顶模、绑扎n#节段的顶板钢筋,浇筑n#节段顶板混凝土,待n#节段顶板混凝土达到一定强度后铺设运输车轨道。本发明能够提升桥梁施工效率。
Box-type composite beam asynchronous hanging basket construction technology
The invention provides a box-type composite beam asynchronous hanging basket construction process, and relates to the field of hanging basket construction, and adopts the scheme that after an n # section steel structure is welded and detected, a hanging basket is moved to the top of an n # section vertical plate, n # section lining concrete is poured, meanwhile, when concrete on the top surface of an n-1 # section reaches a certain strength, a track is laid, and the hanging basket is moved to the top of the n-1 # section vertical plate through a truck crane and a transport vehicle. A vertical plate, a bottom plate and a partition plate needed by the n + 1 # section are transported to the position under the hanging basket along the laid rail, and the n + 1 # section and the n # section are installed and connected through a crown block crane; and the hanging basket moves to the set positions of the upper portions of the two vertical plates of the n + 1 # section along the walking grooves, lining concrete of the n + 1 # section is poured, meanwhile, a top formwork of the n # section is installed, top plate steel bars of the n # section are bound, top plate concrete of the n # section is poured, and after the top plate concrete of the n # section reaches certain strength, a transport vehicle track is laid. The bridge construction efficiency can be improved.
本发明提供了一种箱型组合梁异步挂篮施工工艺,涉及挂篮施工领域,采用的方案是:n#节段钢结构焊接检测后,将挂篮移动至n#节段立板顶部,浇筑n#节段内衬混凝土,同时,当n‑1#节段顶面混凝土达到一定强度后铺设轨道,利用汽车吊和运输车,沿铺设的轨道,将n+1#节段所需的立板、底板和隔板运输至挂篮正下方,利用天车吊,将n+1#节段与n#节段安装连接;挂篮沿行走槽移动至n+1#节段的两个立板上部设定位置,浇筑n+1#节段内衬混凝土,同时安装n#节段顶模、绑扎n#节段的顶板钢筋,浇筑n#节段顶板混凝土,待n#节段顶板混凝土达到一定强度后铺设运输车轨道。本发明能够提升桥梁施工效率。
Box-type composite beam asynchronous hanging basket construction technology
一种箱型组合梁异步挂篮施工工艺
24.09.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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