Segmental box beam short line matching control and prefabrication construction method
A short-line matching and construction method technology, applied in the direction of manufacturing tools, mold fixtures, molds, etc., to reduce the optimal movement of transportation, reduce transportation costs, and ensure construction efficiency.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Publication Date
- 2020-12-11
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Abstract
Description
technical field
[0001] The invention belongs to the technical field of fabrication and construction of segmental box girders, in particular to a short-line matching control and prefabrication construction method of segmental box girders. Background technique
[0002] With the development of road construction, bridges, as an important component of roads, have been paid more and more attention. In the bridge construction, due to its unique composition method, the viaduct bridge road construction used to be constructed with full-height brackets, but this method is complicated to operate, and it consumes labor and construction costs, and the construction speed cannot meet the design requirements. Therefore, the prefabricated segmental box girder avoids the above disadvantages and has achieved considerable development. In the prefabrication of segmental box girders, long-line matching prefabrication is usually used, but this method has the disadvantages of high site requirements...
Examples
Embodiment Construction
[0044] Taking the construction of a prefabricated section of a railway box girder as an example, according to the structural type of the box girder and the linear characteristics of the bridge, the box girder section is prefabricated using the short-line matching method, that is, multiple pedestals are set in the prefabricated beam yard, and each pedestal is operated simultaneously. All beam sections are poured on prefabricated pedestals. When pouring, except that the prefabricated initial beam section of each span beam section is poured with a fixed end formwork 24 at one end and a movable end formwork 24 at one end, the remaining beam sections use a fixed end formwork 24 at one end and the poured previous beam section at the other end. Section 1 of the matching beam is poured to ensure the splicing accuracy of the matching joints of adjacent beam sections. After the initial health maintenance and form removal of the newly poured beam section, the first section of the matching...