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Plate type ballastless track bed with reverse pressure device

A slab and track bed technology, applied in the field of rail transit, can solve the problems of strong vibration and radiated noise of the track structure, the overall decline of the slab ballastless track, and affecting the comfort of vehicles, so as to improve the effect of vibration reduction and noise reduction, and improve the comfort. and safety, the effect of improving integrity and safety

Active Publication Date: 2017-05-31
QINGDAO CREATE ENVIRONMENT CONTROL TECH +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, during use, it was found that due to the high-speed railway vehicles running fast and vibrating strongly, no matter whether CA mortar or self-compacting concrete is used for the filling layer under the slab, after a period of operation, due to vibration, thermal expansion and contraction, etc. In the case of peeling and arching of the track slab and the filling layer under the slab, the track slab and the filling layer under the slab are in a suspended state after partial separation. During subsequent operations, the track slab will repeatedly sink and hit the filling layer under the slab, resulting in continuous development and expansion of cracks
Therefore, once the track slab and the filling layer under the slab are peeled off, the integrity of the slab ballastless track will be greatly reduced. The life span also causes many adverse effects, and even endangers driving safety in severe cases. At present, there is no good repair method, and only passive measures such as speed limit can be taken.

Method used

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  • Plate type ballastless track bed with reverse pressure device
  • Plate type ballastless track bed with reverse pressure device
  • Plate type ballastless track bed with reverse pressure device

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0025] like figure 1 , figure 2 As shown, the plate-type ballastless ballast bed with back pressure device of the present invention includes a base 2, a track plate 1 is placed above the base 2, an under-slab filling layer 3 is provided between the track plate 1 and the base 2, and the under-slab filling layer 3 It is specifically composed of CA mortar material, and a limit structure 4 is also provided between the track plate 1 and the base 2, and the limit structure 4 is specifically a boss 12 integrated with the base 2; in addition, it also includes a counter pressure device, the counter The pressure device includes a back pressure elastic element 7, a connector 6 and an anchor 5. Specifically, the back pressure elastic element 7 is a tension-type helical steel spring, and both the connector 6 and the anchor 5 are ears with hook holes. plate, wherein the anchor piece 5 is fixedly arranged on the base 2 , the connecting piece 6 is fixedly arranged in the track plate 1 , and...

Embodiment 2

[0032] like image 3 The difference between the plate type ballastless ballast bed with a back pressure device shown in Embodiment 1 is that in the back pressure device of this example, the connecting piece 6 is specifically a bracket with a connecting flange, which consists of a connecting flange and a groove Correspondingly, the anchor piece 5 is a connecting flange fixed on the base 2 by using anchor ribs, and the connecting piece 6 and the anchor piece 5 are fixedly connected together by a fastener 11; in addition, the back pressure device The anti-pressure elastic element 7 includes a plurality of compressed helical steel springs. One end of the anti-pressure elastic element 7 acts on the track plate 1, and the other end acts on the connecting piece 6. The connecting piece 6 is connected to the base 2 through the anchor piece 5. Among them, in order to ensure that the multiple helical steel springs are evenly stressed, a pressure equalizing plate 9 is also provided in the...

Embodiment 3

[0037] like Figure 4 The plate type ballastless ballast bed with a back pressure device shown differs from the second embodiment in that a boss 12 is provided on the track plate 1; the back pressure elastic element 7 in the back pressure device consists of a single compression type Composed of spiral steel springs, one end of the back pressure elastic element 7 acts on the track plate 1, and the other end acts on the connecting piece 6, and the connecting piece 6 is connected to the base 2 through the anchor piece 5; in addition, the filling layer 3 under the plate is made of elastic polyurethane material The manufactured elastic damping pad is composed of no bonding between the under-board filling layer 3 and the track plate 1 .

[0038] Compared with Embodiment 2, the advantage of the technical solution described in this example is that, by setting the boss 12 on the track plate 1, the back pressure device is arranged at the boss 12, which does not occupy the limited space ...

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Abstract

The invention relates to a plate type ballastless track bed with a reverse pressure device and belongs to the technical field of rail transportation. The problems that for an existing ballastless track, a track plate and an under-plate filling layer are more likely to strip and bulge are solved. The plate type ballastless track bed includes a base, a track plate is arranged above the base, an under-plate filling layer is arranged between the track plate and the base, and a limiting structure is also arranged between the track plate and the base. The plate type ballastless track bed further includes the reverse pressure device, and the reverse pressure device includes a reverse pressure elastic component, a connecting piece and an anchoring piece; the anchoring piece is fixedly arranged on the base, the reverse pressure elastic component is arranged between the connecting piece and the anchoring piece, or one end of the reverse pressure elastic component acts on the track plate, the other end of the reverse pressure elastic component acts on the connecting piece, and the connecting piece is connected with the base through the anchoring piece. According to the plate type ballastless track bed with the reverse pressure device, the problem that the track plate is stripped off from the under-plate filling layer can be effectively avoided, the vibration reduction and noise reduction performance is good, the service life is long, and the plate type ballastless track bed with the reverse pressure device can be widely used in various high-speed railway ballastless track lines.

Description

technical field [0001] The invention belongs to the technical field of rail transit, and in particular relates to a slab-type ballastless track bed which can prevent the stripping of the track slab and the CA mortar adjustment layer. Background technique [0002] In recent years, with the rapid development of high-speed railway passenger dedicated lines in my country, ballastless track has been widely used in China due to its advantages of high precision, fast construction speed, good stability, less maintenance workload, easy quality control, low cost and high comprehensive economic benefits. It has been more and more widely used in foreign high-speed railways, and its laying scope has gradually developed from the initial bridge and tunnel projects to roadbeds, and has gradually been vigorously promoted on intercity railways, passenger dedicated lines and high-speed railways. At present, three types of slab ballastless track are mainly used, including CRTSI, CRTSII and CRTSI...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01B1/00
CPCE01B1/002
Inventor 尹学军王平赵才友孔祥斐郭超王乾安李维赞薛松
Owner QINGDAO CREATE ENVIRONMENT CONTROL TECH
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