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Construction method for long-span handle-basket arch bridge steel arch rib fastening and hanging system in high speed railway

A technology for high-speed railways and construction methods, applied to arch bridges, bridges, bridge parts, etc., can solve the problems of large-span arch bridge construction line shape control difficulty, auxiliary support erection difficulties, etc., to reduce the input of auxiliary materials, save the overall construction period, save The effect of duration

Inactive Publication Date: 2018-08-07
CHINA RAILWAY SHANGHAI ENGINEERING BUREAU GROUP CO LTD +1
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  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] Long-span high-speed railway arch bridges are usually located in harsh terrain environments such as river valleys or mountainous areas. It is difficult to erect mid-span auxiliary supports. At present, high-speed railway construction standards are high, and it is difficult to control the alignment of long-span arch bridges.

Method used

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  • Construction method for long-span handle-basket arch bridge steel arch rib fastening and hanging system in high speed railway
  • Construction method for long-span handle-basket arch bridge steel arch rib fastening and hanging system in high speed railway
  • Construction method for long-span handle-basket arch bridge steel arch rib fastening and hanging system in high speed railway

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Embodiment Construction

[0037] The specific embodiments of the present invention will be described in detail below in conjunction with the accompanying drawings, so that those skilled in the art can more clearly understand how to practice the present invention. While the invention has been described in connection with preferred specific embodiments thereof, these embodiments are illustrative only and are not intended to limit the scope of the invention.

[0038] see Figure 1 to Figure 6 , arrange buckle tower 4 on the partial main bridge side of cross-strait junction pier 2 pier top, arrange anchor cable anchorage 3, cable tower foundation 8 and crosswind cable anchorage 9, buckle tower 4 on the hillside on both banks and behind the arch foot A three-layer tensioning platform 12 is arranged on the top, and anchor holes 13 are arranged on the tensioning platform 12 .

[0039] The main temporary facilities such as the anchor cable anchorage 3 and the buckle tower 4 are reasonably arranged after accur...

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Abstract

The invention discloses a construction method for a long-span handle-basket arch bridge steel arch rib fastening and hanging system in a high speed railway. The construction method is used for assisting in mounting long-span steel arch ribs and linear adjustment, the fastening and hanging system mainly comprises a fastening anchorage cable, a cable tower, an anchor cable and anchorage, a side wind-cable and anchorage and a fastening and hanging anchoring structure. Long-span steel arch ribs are hoisted through a segmental mode, each segment adopts a fastening cable to be hung and fastened, theupper end of the cable tower is aslant anchored to an anchor eye of a tension platform on the top of the cable tower, the cable tower and the corresponding anchor cable are simultaneously and symmetrically stretched and drawn, and the anchor cable is anchored to the anchor cable and anchorage in advance. The steel arch rib is hoisted through the segmental mode, each segment is fastened and hung with one set of fastening cable. The construction method for the long-span basket handle arch bridge steel arch rib fastening and hanging system in the high speed railway has the advantages that the steel arch rib segments are installed by adopting the cable-stayed fastening and hanging system, the technical problem of the long-span arch bridge construction under complex topography conditions suchas mountain areas, river valleys and the like is overcome, it is achieved that an arch bridge can be built without supports in mid-span, the dependence of bridge construction on topography and landform is reduced, the adjustment of installation linearis is convenient, the operability is strong, the overall structure layout is reasonable, safe and reliable, and the construction method for the long-span basket handle arch bridge steel arch rib fastening and hanging system in the high speed railway has popularization and application value.

Description

technical field [0001] The invention relates to the technical field of long-span arch bridges, in particular to a construction method for a steel arch rib buckle-hanging system of a large-span basket arch bridge. Background technique [0002] With the vigorous development of high-speed railways in my country, especially the vigorous construction of railway bridges in mountainous areas, the long-span basket arch bridge has the advantages of reasonable arch rib structure, uniform internal force distribution, good overall stability, strong spanning ability, and architectural features due to its unique structural form. Beautiful appearance and other advantages have become an important development direction in the field of bridge design and construction under the conditions of crossing large rivers and mountainous terrain. At present, more and more bridges in China adopt this type of structure. For example, the main span of the Beipanjiang Super Bridge on the Shanghai-Kunming High...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/00E01D4/00E01D19/14E01D19/16
CPCE01D4/00E01D19/14E01D19/16E01D21/00
Inventor 王海峰李明金健李国华李利王迎彬
Owner CHINA RAILWAY SHANGHAI ENGINEERING BUREAU GROUP CO LTD
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