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Sleeper bolting elastic road junction

A crossing and bolting technology, which is applied in the field of crossings, can solve the problems of mechanical wear and decay of wooden pavement, poor combination of concrete plates, cracks, deformation, softness and damage, etc., to achieve enhanced overall stability and aesthetics, and good vibration reduction Noise reduction performance and stability, the effect of preventing overall sinking

Inactive Publication Date: 2011-11-23
武钢集团有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

With the development of the railway and highway transportation industry, the shortcomings of these crossing slabs are becoming more and more obvious, mainly in the following points: the strength of the asphalt pavement is not enough, and it is cracked, deformed, soft and damaged after long-term heavy pressure; The combination between the rails and the sleepers is not firm, loose and unstable, and easy to break and damage; the wooden pavement is mechanically worn and rotted quickly, and it is easy to form potholes; the surface of the steel structure is slippery and the cost is high

Method used

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  • Sleeper bolting elastic road junction
  • Sleeper bolting elastic road junction
  • Sleeper bolting elastic road junction

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0033] Embodiment 1: the pillow body bolted elastic crossing of ordinary plane laying (referring to figure 1 the right half of figure 2 and 3 ), including rubber pavement 1, crossing prestressed concrete sleeper 2, connecting screw 3, C-type boltless fastener 4 and under-rail buffer pad 5, and described rubber pavement 1 includes middle pavement 11, outer pavement 12 , the crossing prestressed concrete sleeper 2 is laid on the railway subgrade 6, the rail 7 is fixed on the crossing prestressed concrete sleeper 2 through the C-type boltless fastener 4, and a rail is arranged between the rail 7 and the crossing prestressed concrete sleeper 2 Lower buffer pad 5; the middle paving panel 11 is laid between the two rails 7, and the outer paving panel 12 is respectively laid on the outside of the two rails 7, and the middle is paved with the connecting screw 3 The panel 11 and the outer paving panel 12 are connected and fixed with the pre-embedded nylon sleeve 45 above the prestre...

Embodiment 2

[0034] Embodiment 2: The pillow body bolted elastic crossing of single protective plane laying (referring to figure 1 the left half of figure 2 and 3 , 5, 6), and embodiment 1 difference is that a guard rail 8 is housed in the inboard of a rail 7.

[0035] see Figure 5 and Figure 6 , the guard rail 8 is fixed on the under-rail buffer pad 5 above the crossing prestressed concrete sleeper 2 through another C-type boltless fastener 4, between the guard rail 8 and the rail 7 A spacer iron 9 is provided, and the rail 7, the guard rail 8 and the spacer iron 9 are fastened to each other with a semicircular square neck bolt 14, and a square hole is provided in the nut of the semicircular square neck bolt 14 and the nut at the other end. The washer plays the role of anti-rotation; a spring washer is arranged between the nut and the washer of the square hole to play the role of anti-loosening. The contact arc surfaces between the square hole washer and the rail 7 and between the...

Embodiment 3

[0036]Embodiment 3: the pillow body bolted elastic crossing of double protection plane laying (referring to Figure 4-6 , 9-12), and embodiment 1 and 2 difference is that a guard rail 8 is all housed in the inboard of two rails 7.

[0037] see Figure 5 and Figure 6 , the two guard rails 8 are all fixed on the under-rail buffer pad 5 above the crossing prestressed concrete sleeper 2 by another C-type boltless fastener 4, and the guard rail 8 and the rail 7 is provided with spacer iron 9, and with semicircle square neck bolt 14 this rail 7, guard rail 8 and spacer iron 9 are fastened mutually, in the nut of this semicircle square neck bolt 14 and the nut of the other end all set There is a washer with square and round holes to prevent rotation; a spring washer is arranged between the nut and the washer with square and round holes to prevent loosening. The contact arc surfaces between the square hole washer and the rail 7 and between the round hole washer and the guard rail ...

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Abstract

The invention relates to a sleeper bolting elastic road junction, mainly comprising a rubber pavement panel, a road junction prestressed concrete sleeper, connecting screws, a C type boltless fastener and a bumper pad under rail. Nylon cannulas are pre-embedded on the concrete sleeper; the concrete sleeper is paved on a railway roadbed; the rails are fixed on the concrete sleeper; the bumper pad under rail is arranged between the rails and the concrete sleeper; external sides of the two rails are paved with panels respectively; a middle pavement panel is integrally designed according to a width between the two rails; connecting screws fixe the middle pavement panel, the external pavement panels and the concrete sleeper. Each pavement panel and the concrete sleeper form an integrity; the rails and the concrete sleeper form an integrity, so as to increase integral stability, security, anti-compression and impact resistance of the road junction, and thoroughly change a phenomenon of pavement panels and a wood sleeper affecting each other. The complementing bumper pad under rail is arranged under an iron subplate for vibration damping and noise reduction; a roadbed can damp vibration, reduce noise and also can isolate and evacuate rainwater, prevent integral sink of track bed and lower later maintenance costs.

Description

technical field [0001] The invention relates to a level crossing of a railway and a highway, in particular to a pillow body bolted elastic crossing with noise reduction and shockproof functions. Background technique [0002] The railway crossing is the main throat in the railway transportation and road transportation. For many years, asphalt, concrete slabs, wooden and steel structural slabs have been used for pavement. With the development of the railway and highway transportation industry, the shortcomings of these crossing slabs are becoming more and more obvious, mainly in the following points: the strength of the asphalt pavement is not enough, and it is cracked, deformed, soft and damaged after long-term heavy pressure; The combination between the rails and the sleepers is not firm, loose and unstable, and easily broken and damaged; the wooden pavement is mechanically worn and rotted quickly, and it is easy to form potholes; the surface of the steel structure is slippe...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01C9/04E01C3/00E01B19/00E01B5/18E01B9/38E01B9/68E01B1/00
Inventor 董定钧祝天国蒋秋林谭科王平黄小平章述鹏谢秀珍
Owner 武钢集团有限公司
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