Rail traffic level crossing pavement laying strengthening structure and laying method

A level crossing and rail transit technology, which is applied in the pavement reinforcement structure and pavement field of rail traffic level crossings, can solve problems such as cracking and damage of municipal roads, affecting the overall aesthetics of the road, vehicle traffic, and weak pavement structure. To achieve the effect of avoiding cracking of the road surface, ensuring aesthetics and service life, and ensuring stability

Pending Publication Date: 2017-12-01
苏州西诺尔轨道技术有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

In the traditional pavement method, there are weak links in the pavement structure due to the existence of fasteners and damping materials in the position of track fasteners.
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  • Rail traffic level crossing pavement laying strengthening structure and laying method
  • Rail traffic level crossing pavement laying strengthening structure and laying method
  • Rail traffic level crossing pavement laying strengthening structure and laying method

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Embodiment Construction

[0029] The technical solutions of the present invention will be further described below in conjunction with the accompanying drawings and specific embodiments.

[0030] see Figure 1 to Figure 4 As shown, a rail transit level crossing pavement reinforcement structure is mainly applicable to the pavement at level crossings with rail assemblies, wherein the rail assemblies include rails 1 that provide driving guidance, and are arranged on the lower parts of the left and right sides of the rails 1 There are several fasteners 2, and all the fasteners 2 on the same side are arranged at intervals along the length extension direction of the rail 1.

[0031] like Figure 1 to Figure 3 As shown, the road pavement reinforcement structure includes construction grooves set on the pavement concrete layer 10, the above-mentioned construction grooves are set on the left and right sides of the rail assembly, and the extension direction of the construction groove is the same as the length ext...

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Abstract

The invention discloses a rail traffic level crossing pavement laying strengthening structure and a laying method, wherein by mounting prefabricated limiting blocks on the two sides of a steel rail respectively, fasteners are housed in accommodating grooves on concrete prefabricated blocks of the limiting blocks respectively; the limiting blocks are relatively fixed with the steel rail through filled concrete in the accommodating grooves respectively, so that the fasteners can be effectively avoided from being directly contacted to a pavement concrete layer of a municipal pavement, and the problem that steel rail components are extruded and vibrated for a long time to cause cracking of the pavement is solved; and meanwhile, due to the existence of a steel plate structure, the problem that the pavement structure at steel rail fastener parts are weaker is effectively solved. The pavement laying strengthening structure is particularly suitable for a level crossing for both tramcars and social vehicles to crossly pass, effectively ensures the beautiful degree and the service life of the municipal pavement, also guarantees stable running of the tramcars at the same time and is convenient to overhaul and change the steel rail and the fasteners.

Description

technical field [0001] The invention relates to a pavement reinforcement structure and a pavement method of a rail transit level crossing. Background technique [0002] Rail transit level crossings on urban roads, such as trams, mainly use buried track structures because of their driving track structure. Although there are many pavement structures currently used, the extension direction along the length of the track is usually Multiple fasteners are used to fix the track and the track bed, and the fasteners are directly buried in the road and directly contact with concrete or asphalt concrete. Social vehicles, especially heavy vehicles, will not only squeeze the track when they pass, but also cause damage to the road around the track. At the same time, the vibration when the train passes is also causing this damage. However, in the traditional pavement method, there are weak links in the pavement structure due to the existence of fasteners and damping materials in the pos...

Claims

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Application Information

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IPC IPC(8): E01C9/04E01B9/46
CPCE01B9/46E01C9/04
Inventor 赛大委
Owner 苏州西诺尔轨道技术有限公司
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