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VERTICAL CONTROL SURVEYING AND PRECISION ANALYSIS FOR BALLASTLESS TRACK OF HIGH-SPEED RAILWAY

机译:高速铁路无ALL轨道的垂直控制测量与精度分析

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摘要

With the large scale construction of high-speed railway in China, the ballastless track has got rapid development and extensive application.Ballastless track is directly on a solid substrate pouring of concrete layer foundation under the rail.It has an overall strong, longitudinal and lateral stability, and is easy to keep the geometric shape and position of the track.Establishing CPⅢ control network with high precision and reliability is the basics of maintaining smoothness and comfort of high-speed railway ballastless track.Free station side-angle resection is used to build CPⅢ plane control network, while the elevation control is build by precise leveling.According to the new passenger rail lines code for engineering survey, CPⅢ points must joint to the ground known level point lessen distance 2 km.Because the bridge height is usually 10 meters higher than the ground, it is very difficult to transmit the elevation of the bench mark on the ground to the bridge by geometric leveling.In this paper, a method with trigonometric leveling is introduced, which with no measurement of instrument and target height, and a Z-shaped observing-routine was proposed to measure the elevation of CPⅢ network points.Beijing-Shanghai intercity project survey results indicate that the program measurement method is reasonable.
机译:随着我国高速铁路的大规模建设,无the轨道得到了快速的发展和广泛的应用,无al轨道直接在坚固的混凝土基础基础上浇筑在铁轨下的基础上,具有整体坚固,纵向和横向的特点。稳定,易于保持轨道的几何形状和位置。建立具有高精度和可靠性的CPⅢ控制网络是维持高速铁路无ball轨道的平滑性和舒适性的基础。建立CPⅢ平面控制网络,而高程控制则通过精确的水准进行构建。根据新的工程勘测铁路线规范,CPⅢ点必须与地面已知的水平点相距2 km。由于桥梁高度通常为10比地面高1米,很难通过几何水准将地面上基准点的高程传递给桥梁。本文介绍了一种三角测量的方法,该方法无需测量仪器和目标高度,并提出了一种Z形观测程序来测量CPⅢ网络点的高程。京沪城际工程勘察结果表明:该程序的测量方法是合理的。

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