Abstract:Research purposes: When the I slab ballastless track is laid in curve section,the rail fastenings on the track slab would lose a certain capability of adjusting height and distance because track slab is linear slab with the length from 3 meters to 6 meters and the fastening on the slab is affected by the fastening vector and the superelevation of the curve. In this paper,the lost capacity of the adjusting height and distance of the fastening in the curve section is calculated and analyzed in details.
Research conclusions: The fastening on the track slab in small curve radius section would lose the much capability of adjusting height and distance. Therefore,it is proposed the I slab ballastless track should not be laid in the section with curve radius less than 1600 meters as much as possible. The bigger the curve radius is,the smaller the fastening vector is,the smaller the loss of the adjustment volume of the distance between rails is,the bigger the adjustment space between rails is in the maintenance stage and the smaller the decreasing difference of the superelevation of the track slab is. This benefits the construction and maintenance.
范俊毅. Ⅰ型板式轨道上的扣件在曲线地段的调高调距分析[J]. 铁道工程学报, 2012, 29(4): 42-46.
FAN Jun - yi. Analysis of Adjusting Fastening Height and Distance of ⅠSlab Ballastless Track in Curve Section. 铁道工程学报, 2012, 29(4): 42-46.
Xu Wanpeng. Fine - adjustment System for Slab Ballastles Track Based on CP Ⅲ Control Net [J]. Journal of Railway Engineering Society,2011( 7) : 53 - 54.