Cutting bed structure of ballast-less rail type high-speed railway in seasonal frozen-earth area

Abstract

The invention relates to a cutting bed structure of a ballast-less rail type high-speed railway in a seasonal frozen-earth area, so as to effectively control the water content of filled earth within the bed range not to exceed the initial frost heaving water content to prevent frost heaving deformation from the source, so that the cutting bed structure satisfies the control requirement of the ballast-less rail type high-speed railway on the bed structure deformation, and the high smoothness, stability and durability of a rail structure are guaranteed. A cutting bed comprises a composite waterproof drainage layer, a lower bed bottom layer, a drainage type upper bed bottom layer, a drainage type bed surface layer and a bed surface waterproof layer, wherein the composite waterproof drainage layer, the lower bed bottom layer, the drainage type upper bed bottom layer, the drainage type bed surface layer and the bed surface waterproof layer are laid or filled on an original foundation earth layer on the bottom surface of a bed replacing layer in sequence from bottom to top; drainage constructions are formed on both sides of the cutting bed, and the level of the drainage surface of a drainage structure on the lower part of each drainage construction is lower than that of the lower bottom surface of the composite waterproof drainage layer; and the designed frozen depth of the cutting bed begins from the upper surface of the bed surface waterproof layer to the upper surface of the lower bed bottom layer.

Description

Technical field

[0001] The invention relates to a high-speed railway ballastless track, in particular to a ballastless track high-speed railway cutting bed structure in a seasonal frozen soil area. Background technique

[0002] Ballastless track is a form of track structure that replaces loose ballast materials with concrete materials with high strength and rigidity. Its ability to maintain geometrical state and stability is enhanced, and the maintenance workload is reduced. It is used in high-speed railways at home and abroad. broadly used. However, the biggest shortcoming of the ballastless track structure is its poor adaptability to the uneven deformation of the offline foundation. Once the structure is damaged, it will not only affect the comfort and safety of driving, but also the difficulty of maintenance, so the strength of the offline foundation , Rigidity, plastic deformation and uniformity in longitudinal and transverse directions put forward strict requirements. [000...

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