Device for reducing rail vibration damage
A kind of technology of railway track and shock-absorbing rubber pad
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Embodiment 1
[0041] In this embodiment, the device for reducing the hazard of rail vibration is as follows: figure 1 As shown, it includes roadbed 4, main shock-absorbing rubber pad 1, second spring-damping shock-absorbing element 2, floating body 3, secondary shock-absorbing rubber cushion 5, first wear-resistant protection layer 6, first spring-damping shock-absorbing element 7. Support body 8 , second wear protection layer 9 and gasket 10 . The subgrade 4 is a concave cavity formed by concrete, and the concave cavity is composed of a bottom plate 4-1 and two inverted L-shaped side panels 4-2. The length of a section of the subgrade is 5m; the floating body 3 is formed by concrete The cross-section of the quadrangular prism is a right-angled trapezoidal prism, and the angle between the slope of the prism and the larger one of the two parallel surfaces is defined as θ3, θ3=40°; the support body 8 is a cross-section formed by concrete It is a right-angled trapezoidal quadrangular prism, ...
Embodiment 2
[0044] In this embodiment, the device for reducing the hazard of rail vibration is as follows: figure 2 As shown, it includes roadbed 4, main shock-absorbing rubber pad 1, second spring-damping shock-absorbing element 2, floating body 3, secondary shock-absorbing rubber cushion 5, first wear-resistant protection layer 6, first spring-damping shock-absorbing element 7. Support body 8 , second wear protection layer 9 and gasket 10 . The roadbed 4 is a concave cavity formed by concrete, and the concave cavity is composed of a bottom plate 4-1 and two "1" shaped side plates (see Figure 4 ), the length of a section of roadbed is 5m; the section of the floating body 3 formed by concrete is a right triangle triangular prism, and the slope of the triangular prism is perpendicular to the side wall of the concave cavity of the triangular prism when the triangular prism is installed. The angle between the surfaces is defined as θ1, θ1=70°; the support body 8 is a concrete-molded cross...
Embodiment 3
[0047] In this embodiment, the device for reducing the hazard of rail vibration is as follows: image 3 , Figure 5 , Figure 6 As shown, it includes roadbed 4, main shock-absorbing rubber pad 1, second spring-damping shock-absorbing element 2, floating body 3, secondary shock-absorbing rubber cushion 5, first wear-resistant protection layer 6, first spring-damping shock-absorbing element 7. Support body 8, second wear-resistant protective layer 9, gasket 10, mobile sleeper 12 for installing rail, fixed sleeper 17 for installing rail and gauge positioner 14. The subgrade 4, the main shock absorbing rubber pad 1, the second spring damping shock absorbing element 2, the floating body 3, the secondary shock absorbing rubber cushion 5, the first wear-resistant protection layer 6, the first spring damping shock absorbing element 7, The shape, structure and assembly method of the support body 8 , the second wear-resistant protection layer 9 and the gasket 10 are the same as those ...
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