A high-speed railway rail surface local subsidence lifting system and construction method

A local settlement, high-speed railway technology, applied in the directions of roads, tracks, laying tracks, etc., can solve the problems of mortar accumulation, insufficient density, and limited mortar accumulation, and achieve the effect of improving work efficiency, facilitating movement, and avoiding accumulation.

Active Publication Date: 2021-12-17
NO 3 ENG LIMITED OF CR20G
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] The ballastless track structure of high-speed railways, general-speed railways or subways has high requirements on the smoothness of the track. However, in the actual process, the track is prone to settlement and offset problems. The common method is to restore the track line by adjusting the fasteners. However, once the settlement exceeds the adjustment capacity of the fastener, other methods must be used to restore the elevation and plane position of the track. After the elevation and plane position of the track are improved by the settlement lifting device, it needs to be filled The holes are filled with mortar to meet the support requirements after the rail subsides and rises. However, the existing technology is to directly use the mortar pipe to pour the mortar into the pouring hole. Using this method for pouring tends to cause the mortar to accumulate and make the corners The accumulation of mortar is limited and the density is not enough, which will affect the overall quality of the rails and cause safety accidents

Method used

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  • A high-speed railway rail surface local subsidence lifting system and construction method
  • A high-speed railway rail surface local subsidence lifting system and construction method
  • A high-speed railway rail surface local subsidence lifting system and construction method

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specific Embodiment approach 1

[0037] Combine below Figure 1-11 Describe this embodiment, a high-speed railway rail surface local subsidence lifting system, a high-speed railway rail surface local subsidence lifting system, including a sliding base 1 and an adjusting sliding tube mechanism 2, the lower part of the adjusting sliding tube mechanism 2 is slidably connected to the In the middle part of the sliding base 1, the high-speed railway rail surface local subsidence lifting system also includes an upper connecting pipe 3, an upper adjusting pipe 4, a discharge pipe 5, an adjusting transmission mechanism 6, a connecting mechanism 7, a positioning pin 8 and a positioning ring 9 , the upper end of the upper connecting pipe 3 is fixedly connected in the upper part of the adjusting slide pipe mechanism 2, the upper adjusting pipe 4 is slidably connected to the periphery of the upper connecting pipe 3, and the mortar feeding pipe is connected with the upper The pipes 3 are connected, the lower end of the upp...

specific Embodiment approach 2

[0038] Combine below Figure 1-11 Describe this embodiment, this embodiment will further explain the first embodiment, the sliding base 1 includes a base 1-1, a universal wheel 1-2, a positioning tube 1-3, a positioning hole 1-4, and a base pipe 1-5 and positioning protrusions 1-6, the four corners of the base 1-1 are provided with universal wheels 1-2, the positioning tube 1-3 is provided with two, and the two positioning tubes 1-3 are symmetrically arranged on the The two sides of the base 1-1, the other two sides of the base 1-1 are centered and symmetrically provided with two positioning holes 1-4, the base pipe 1-5 is arranged in the middle of the base 1-1, its Four positioning protrusions 1-6 are uniformly arranged on the inner wall circumferentially, the lower part of the adjustment sliding pipe mechanism 2 is slidably connected in the base pipe 1-5, and the adjustment transmission mechanism 6 is rotatably connected in the base pipe 1 -5 on.

specific Embodiment approach 3

[0039] Combine below Figure 1-11 This embodiment will be described, and this embodiment will further describe the second embodiment. The lower end of the base pipe 1-5 is provided with an auxiliary ring 1-7.

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Abstract

The present invention relates to the technical field of local subsidence and uplift of rail surface of high-speed railway, more specifically, a construction method of local subsidence and uplift system of rail surface of high-speed railway. Pull out two positioning pins, turn and adjust the transmission mechanism and make the holes correspond to the positioning holes, and insert the positioning pins into the two. At this time, the lower tube slides out of the base and enters the filling hole. The upward movement of the connected slide bar makes the upper regulating pipe slide down along the upper pipe, and the discharge port and the corresponding discharge semicircle hole form a complete outlet. After connecting the mortar output pipe, the mortar can be poured. From the above complete outlet The output mortar is sprayed around and injected evenly to avoid accumulation during mortar pouring, and there will be no shortage of mortar at the corners.

Description

technical field [0001] The invention relates to the technical field of local subsidence and uplift of the rail surface of high-speed railways, and more specifically relates to a local subsidence and uplift system and construction method of the rail surface of high-speed railways. Background technique [0002] The ballastless track structure of high-speed railways, general-speed railways or subways has high requirements on the smoothness of the track. However, in the actual process, the track is prone to settlement and offset problems. The common method is to restore the track line by adjusting the fasteners. However, once the settlement exceeds the adjustment capacity of the fastener, other methods must be used to restore the elevation and plane position of the track. After the elevation and plane position of the track are improved by the settlement lifting device, it needs to be filled The holes are filled with mortar to meet the support requirements after the rail subsides...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01B29/04E01B27/13
CPCE01B29/04E01B27/13
Inventor 于海洋
Owner NO 3 ENG LIMITED OF CR20G
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