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Rail beam ice and snow melting assembly, PC rail beam and laying method of PC rail beam

A track beam, ice and snow technology, applied in the field of PC track beam melting ice and snow, can solve the problems of reduced safety performance, unfavorable environmental protection, train operation delay, etc., to reduce temperature stress and heat loss, easy installation, maintenance and replacement, and simple structure. reasonable effect

Active Publication Date: 2015-06-17
CHINA RAILWAY ENG CONSULTING GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] However, there are many defects in these schemes: the method of equipping snow brushes on the vehicle is more suitable for the situation where the snow is thin and not frozen, but the removal effect and efficiency for thicker snow and surface ice are very low; The method of spraying deicing agent can effectively melt ice and snow, but the deicing agent is generally highly corrosive, which will have a certain impact on the durability of the beam concrete and cause damage to the surrounding environment, which is not conducive to environmental protection; Although the snow removal method is relatively simple, the position of the track beam is high, and the personnel are more dangerous during the snow removal process, and it takes a certain amount of time to clear the snow, which will still cause delays to the train operation
PC track beams also have characteristics different from other bridges, such as: large heating area, snow removal on the bottom, top and sides of the beam, and internal heating of the beam body will generate greater tensile stress on the concrete of the beam body, reducing its safety performance; The cross-section of the body is small, the pipeline is not easy to arrange, and it is easy to cause damage to the structure of the beam body; the line is long, the bridge deck heating and deicing technology currently applied to highway bridges is only applicable to partial bridge decks, and the track beam needs to melt ice and snow along the entire line, which needs to be overcome. The problem of long-distance energy transmission, etc.
It can be seen that none of the existing technologies can well solve the operation problem of PC track beams in winter snowfall weather

Method used

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  • Rail beam ice and snow melting assembly, PC rail beam and laying method of PC rail beam
  • Rail beam ice and snow melting assembly, PC rail beam and laying method of PC rail beam
  • Rail beam ice and snow melting assembly, PC rail beam and laying method of PC rail beam

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no. 1 example

[0035] like figure 2 As shown, the PC track beam of the present invention mainly includes: beam body concrete 51, a heat insulating layer material 52 is laid on the top of the beam body concrete 51, a top heat conducting pipe 53 is laid on the top of the heat insulating layer material 52, and a top heat conducting pipe 53 is arranged inside the top heat conducting pipe 53. For the heating cable 54, surface concrete 55 is laid on the top heat pipe 54, and the track beam ice and snow melting components are respectively laid on the contact part 61 and the contact part 62 of the guide wheel of the beam body concrete 55 and the train.

[0036] Specifically, laying the insulating layer material 52 on the upper part of the beam concrete 51 can concentrate the heat transfer to the surface of the beam, avoiding the heat from spreading to the interior of the beam, thereby ensuring that the surface of the beam concrete 51 can heat up quickly, and achieve better ice and snow melting. Eff...

no. 2 example

[0040] The difference from the first embodiment is that the ice and snow melting components of the track beam are not only laid on the contact parts 61 and 62 of the guide wheels of the beam body concrete 55 and the train, but also can be directly laid on the beam body. Concrete 55 is laid on the top of the beam body concrete 55 at the contact position between the running wheel of the train, and is laid simultaneously at the contact position between the beam body concrete 51 and the running wheel of the train, the contact position 61 of the guide wheel and the contact position 62 of the stability theory. The top heat pipe 53 and the top heating cable 54 in the first embodiment can be omitted, and directly replaced by the heat pipe 2 and the heating cable 3 .

[0041] In addition, if image 3 As shown, the present invention also provides a method for laying the above-mentioned PC track beam, which mainly includes the following steps: S1: While pouring the beam body concrete, at...

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Abstract

The invention discloses a PC rail beam which comprises a rail beam ice and snow melting assembly. The rail beam ice and snow melting assembly comprises a surface layer heat conduction plate, heat conduction pipes which are located at the bottom of the surface layer heat conduction plate and fixedly connected with the surface layer heat conduction plate, heating cables laid in the heat conduction pipes, and a plurality of anchor bars which are fixedly arranged at the bottom of the surface layer heat conduction plate and used for fixedly connecting the surface layer heat conduction plate and beam body concrete. By means of the rail beam ice and snow melting assembly, ice and snow which freeze on the PC rail beam can be rapidly and efficiently processed, and therefore the normal running of trains can be ensured, and obvious social and economical benefits are achieved. In addition, the invention further discloses the rail beam ice and snow melting assembly forming the PC rail beam and a laying method of the PC rail beam.

Description

technical field [0001] The invention relates to the technical field of PC track beam melting ice and snow, in particular to a track beam melting ice and snow component, a PC track beam and a laying method thereof. Background technique [0002] At present, when straddle-seat rail transit operates in cold regions in winter, it often causes train suspension or delay due to ice and snow freezing on the track girders. Friction between the rubber wheels and the track, which prevents control of the train. In order to avoid this problem, there are related solutions for melting ice and snow applied to straddle rail transit in the prior art, such as equipping snow brushes on vehicles, spraying snow melting agents and manual snow removal. [0003] However, there are many defects in these schemes: the method of equipping snow brushes on the vehicle is more suitable for the situation where the snow is thin and not frozen, but the removal effect and efficiency for thicker snow and surfac...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01B19/00E01D19/08E01D21/00
CPCE01B19/00E01D19/00Y02A30/30
Inventor 刘永锋徐升桥邓运清李金凯胡国华李国强简方梁郭子煜
Owner CHINA RAILWAY ENG CONSULTING GRP CO LTD
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