Qual a diferença de uso entre trilhos pesados, VLT e Trilho de Guindaste?

Os trilhos ferroviários são um componente essencial do sistema de transporte ferroviário da China. Entre os vários tipos de faixas utilizadas, três proeminentes são ferrovias pesadas, vlt, e trilho de elevação. Essas pistas diferem principalmente em termos de peso e finalidade dos trilhos de aço.

Trilho pesado e trilho leve são distinguidos pelo peso do trilho de aço por unidade de comprimento. Trilhos de aço que pesam mais de 38kg por metro são classificados como trilhos pesados, while those weighing less than 30kg per meter fall into the category of light rails. Heavy rails can further be categorized into general railway heavy rails and lifting rails based on their specific applications. Geralmente, heavy rails are predominantly utilized on railway tracks, while lifting rails find their primary use as guide rails for cranes. A visual examination of the cross-section of these tracks reveals slight differences in their shapes. Lifting rails are shorter in height, wider in width, and possess a thicker waist, whereas railway heavy rails exhibit the opposite characteristics.

It is important to note that heavy rail differs from light rail not only in terms of the weight of the track itself but also in the type of vehicles that travel upon it. Heavy rail serves as the track for robust and weighty vehicles, necessitating specifications that can support the increased load. Consequently, heavy rails are thicker and thus heavier, demanding higher standards for the steel rail construction.

In contrast, light rail accommodates lighter vehicles and possesses rail tracks that are lighter in weight. This enables them to operate efficiently while maintaining appropriate safety standards. Light rail systems are often employed in urban areas for passenger transportation, connecting various parts of the city with a focus on convenience and accessibility.

Lifting rail, as the name suggests, finds its main application in crane operations. The design of lifting rails accounts for the unique requirements of crane systems, proporcionando estabilidade, durabilidade, and the capability to withstand heavy loads. These rails are specifically engineered to support the movement of cranes along their designated paths, ensuring efficient and safe lifting operations in industrial settings.

The diverse range of rail types available in China’s railway network reflects the specific demands of different transportation scenarios. Trilho pesado, vlt, and lifting rail each serve distinct purposes, catering to the needs of heavy vehicles, urban passenger transportation, and crane operations, respectivamente. By leveraging these specialized tracks, China’s railway transportation system can effectively support various industries and facilitate the smooth movement of goods and people across the country.

We can supply the international standard steel rails as below:

USO DE TRILHOS

TIPO DE TRILHOS

PADRÃO

Ferroviário para Ferrovias 43 trilho kg/m, 50 trilho kg/m,

60 trilho kg/m, 75trilho kg/m, 60N trilho, 75N trilho

TB/T2344-2012, TB/T3276-2011
Trilho P50/Trilho R50, Trilho P65/Trilho R65, RP60E1 GOST-R51685, GOST R51054-2014
Trilho S49, Trilho UIC54, Trilho UIC60 UIC860
Trilho JIS50N, Trilho JIS60 JIS E1101
Trilho AS50, Trilho AS60, Trilho AS68 AS1085, BHP RT STD
90Trilho RA, 100Re ferroviário, 115Re ferroviário, 132Re ferroviário, 136Re ferroviário AREMA
Trilho TR45, Trilho TR50, Trilho TR57, Trilho TR68 ASTM A759 (em inglês)
Trilho BS75A, Trem BS90A, Trem BS100A PADRÃO BS11
ISCOR 48 trilho, ISCOR 57 trilho UIC860 produzir padrão
45E1, 49Trilho E1, 50Trilho E2, 54Trilho E1,

60Trilho E1, 60Trilho E2

EN 13674-1, EN13674-4
Trilho de interruptor 50Trilho AT1, 60Trilho AT1,

60Trilho AT2, 60Trilho TY1

TB/T3109-2013
Guindaste Ferroviário A45, A55, A65, A75, A100, A120, A150 DIN536
Trilho QU70/Trilho KP70, Trilho QU80/Trilho KP80, Trilho QU100/Trem KP100,

Trilho QU120/Trem KP100, Trilho CR175

YB/T5055-2014/GOST53866-2010
ASTM A759-2000
Trilho Ranhurado 59Trilho R2, 60Trilho R2 EN 14811:2006

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