Ballastless track arch-up improving method based on rope saw cutting
A technology of ballastless track and wire saw, which is applied in the direction of track, track laying, track maintenance, etc. It can solve the problems of high labor intensity, poor continuity of ballast bed and inverted arch filling layer, and low construction efficiency, so as to reduce the labor intensity , Avoid the risk of train along the point, the effect of fast curing speed in the early stage
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Embodiment 1
[0028] A method for rectifying the arching of ballastless track in tunnels with high maximum amount of arching, the method includes the following contents:
[0029] (1) Measure the initial data of the geometric state of the ballastless track before construction, divide the cutting unit according to 1.3m, check the vertical adjustment of each sleeper position on the ballast bed plate, and establish a data joint control network. The vertical design fallback of each sleeper in the remediation section is shown in Table 1.
[0030] Table 1 Design fallback amount of ballastless track
[0031]
[0032] (2) Reinforcement and anchorage of the roadbed slabs at both ends of the treatment section, the anchorage length of the rebar is 15m, and the schematic diagram of the anchorage of the rebar is as follows image 3 As shown, five planting holes are arranged in each row perpendicular to the line direction, and the distance between two adjacent rows is 1.5m.
[0033] (3) In the range ...
Embodiment 2
[0042] A method for rectifying the arching of the ballastless track in a tunnel with a low maximum amount of arching, the method includes the following contents:
[0043](1) Measure the initial data of the geometric state of the ballastless track before construction, divide the cutting unit according to 5m, check the vertical adjustment of each sleeper position on the ballast bed plate, and establish a data joint control network. The vertical design fallback of each sleeper in the remediation section is shown in Table 2.
[0044] Table 2 Ballastless Track Design Setback Amount
[0045]
[0046] (2) Reinforcement and anchorage of the road slabs at both ends of the remediation section, the anchorage length of the rebar is 5m, and the schematic diagram of the anchorage of the rebar is as follows image 3 As shown, two planting holes are set in each row perpendicular to the line direction, and the distance between two adjacent rows is 0.3m.
[0047] (3) The wire saw operation...
Embodiment 3
[0056] The method for rectifying the arching of the ballastless track of the subgrade section and the bridge section with a relatively low maximum amount of arching, the method includes the following contents:
[0057] (1) Measure the initial data of the geometric state of the ballastless track before construction, divide the cutting unit according to 2m, check the vertical adjustment of each sleeper position of the ballastless track, and establish a data joint control network. The vertical design fallback of each sleeper in the remediation section is shown in Table 3.
[0058] Table 3 Ballastless Track Design Setback Amount
[0059]
[0060] (2) Reinforcement and anchorage of the roadbed slabs at both ends of the treatment section, the anchorage length of the rebar is 10m, and the schematic diagram of the anchorage of the rebar is as follows image 3 As shown, 4 planting holes are arranged in each row perpendicular to the line direction, and the distance between two adjac...
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