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Beam end ballast blocking and sleeper system integrated device

A technology for a sleeper and a ballast wall, which is applied in the field of rail transit, can solve the problems of sudden change in the rigidity of the track structure, difficult construction of steel sleepers, and poor effect, and achieve the effects of small sudden change in rigidity, good effect, and convenient construction.

Pending Publication Date: 2020-06-12
CHINA RAILWAY ERYUAN ENG GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The object of the present invention is to: aim at the structure of ballast retaining walls and steel sleepers on both sides of the long-span bridge girder end in the prior art, the construction of the steel sleepers is relatively difficult, the vibration is relatively large after opening to traffic, the rigidity of the track structure suddenly changes significantly, and the effect is insufficient. To solve the best problem, provide an integrated device for beam end ballast and sleeper system

Method used

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  • Beam end ballast blocking and sleeper system integrated device
  • Beam end ballast blocking and sleeper system integrated device
  • Beam end ballast blocking and sleeper system integrated device

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Embodiment

[0029] Such as Figure 1-6 As shown, an integrated device for beam end ballast and sleeper system according to the present invention includes two sleepers 2, an intermediate blocking member 3 and two side blocking members 4 arranged at the end 1 of the bridge.

[0030] Such as figure 1 As shown, the intermediate blocking member 3 is arranged between the two sleepers 2, the side blocking member 4 is arranged at the remaining end of each sleeper 2, the sleeper 2, the intermediate blocking member 3 and the The side blocking members 4 jointly form a ballast retaining wall, which closes the end 1 of the bridge.

[0031] Such as figure 1 As shown, the sleeper 2, the intermediate blocking member 3, and the side blocking member 4 are all connected to the bridge end 1 through a first connector 5; specifically, as figure 2 , 4 As shown in and 5, the first connecting member 5 is a pre-embedded steel bar or a pin, and is respectively arranged in the sleeper 2, the middle blocking member 3 and ...

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Abstract

The invention discloses a beam end ballast blocking and sleeper system integrated device, which comprises a reinforced concrete sleeper, wherein side edge blocking components are arranged at the two ends of the sleeper respectively and jointly form a ballast blocking wall, and the sleeper and the side edge blocking components are connected to the end of a bridge through first connecting pieces. Byapplying the beam end ballast blocking and sleeper system integrated device, a ballast blocking effect can be achieved, the effect of a sleeper can also be achieved, and the sleeper and the side edgeblocking components can be directly constructed and arranged at the end of the bridge at the same time. The integrated device is convenient in construction, effectively seals the end of the bridge, prevents railway ballasts on the bridge from falling off, and can solve the problem that the distance between fasteners does not meet the standard requirement after the ballast blocking wall is arranged at the beam end. The integrated device is simple in structure, convenient to use, small in sudden change of the track structure rigidity during application and good in effect.

Description

Technical field [0001] The invention relates to the field of rail transit, in particular to an integrated device for beam-end ballast and sleeper systems. Background technique [0002] With the widespread application of long-span bridges in railway engineering, the disadvantages of traditional ballasted track design methods in the joints of long-span bridges have begun to appear. Due to the large expansion and contraction displacement of the beam at the end of the long-span bridge, the expansion of the bridge and the braking of the train will drive the displacement of the track structure to squeeze the ballast, resulting in the accumulation of ballast in the track structure at the beam end, the empty sleeper and the upper arch of the rail row Such phenomena affect driving safety. [0003] In order to avoid this kind of phenomenon, it is generally necessary to install ballast walls on both sides of the beam ends of long-span bridges. However, after the ballast walls are installed, ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01B1/00E01B2/00E01B3/28
CPCE01B1/00E01B2/00E01B3/28
Inventor 熊维田春香李粮余刘喆丰曹保葛根荣魏琦琪
Owner CHINA RAILWAY ERYUAN ENG GRP CO LTD
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