Center line deviation rectifying method for ballastless track of high-speed railway of roadbed segment
A ballastless track and high-speed railway technology, applied in tracks, track maintenance, roads, etc., can solve the problems of unfavorable on-site organization and management, poor construction control accuracy, low construction control accuracy, etc., to facilitate safe operation, high construction efficiency, The effect of fast development of early strength
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Embodiment 1
[0032] An embodiment of the present invention provides a method for rectifying and repairing the centerline of a settled ballastless track in a subgrade section of a high-speed railway. The method includes the following contents:
[0033] (1) Before lifting, use the total station and electronic level to measure the alignment of the ballastless track in a subgrade section, establish a measurement control network, and number each rail bearing platform, as shown in figure 1 with figure 2 As shown, according to the measurement results, combined with the center line deviation and settlement of the line, the design correction amount and design lift amount corresponding to the 1# to 30# rail platform (001) in the line correction section are determined, as shown in Table 1.
[0034] Table 1 Design correction amount and design lifting height of 1# to 30# rail bearing platform
[0035]
[0036]
[0037] (2) Combined with the structural characteristics of the ballastless track, t...
Embodiment 2
[0045] The embodiment of the present invention provides a method for rectifying and repairing the centerline of the ballastless track without subsidence in the embankment section of the high-speed railway. Specifically, the ballastless track integral ballast bed (002a and 002b) and the superstructure are slightly raised by using a series of high-pressure airbag lifting devices , and then carry out the repair method of pushing and rectifying the line.
[0046] (1) Before lifting, use the total station and electronic level to measure the alignment of the ballastless track in a subgrade section, establish a measurement control network, and number each rail bearing platform, as shown in figure 1 with figure 2 As shown, according to the measurement results, combined with the deviation of the center line of the line, the design correction amount corresponding to the 1# to 30# rail bearing platform (001) in the line correction section is determined, see Table 2.
[0047] Table 2 De...
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