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METHOD FOR MONITORING THE POSITION OF SUPPLIES OF THE GROUND PIPELINES UNDER PERMANENT FROZEN CONDITIONS

机译:永久冻结条件下地面管道补给位置的监测方法

摘要

1. A method of monitoring the position of pipelines of elevated laying in permafrost conditions, characterized in that it includes the installation of deformation grades on the foundation pile piles of the pipeline support at a distance of not less than 0.5 m from the earth's surface, the installation of underground deep benchmarks that are placed at a distance of not more than 1 , 5 km from each other and not more than 50 m from the supports, the installation of reference stations along the pipeline at a distance of 20-40 km from each other, which are configured to receive and transmit information to the server; of deep depth benchmarks and reference stations determine their coordinates in the state network, the obtained coordinates are transferred using the key to local coordinates, which are transmitted to the server, after which, in the local coordinate system, they carry out a zero cycle of measuring coordinates of deformation marks relative to ground depth benchmarks, determine the coordinates of the marks the zero vertical and vertical position of the pipeline, the coordinates of the marks are also transmitted to the server, and based on the results of all measurements, a design digital model of the pipeline is built then, during the operation of the pipeline, they carry out control measurements of the coordinates of the deformation marks characterizing the current planned height position of the pipeline, while the control measurements are made using mobile GPS / GLONASS receivers, which ensure the receipt and transmission of measurement data to the server, build the current digital model of the pipeline, which is compared with the design digital model of the pipeline, and sections of the pipeline are determined on which the deviation of its current position from the design project
机译:1.一种监测多年冻土条件下高架铺设管道位置的方法,其特征在于,该方法包括在距地面至少0.5 m的距离处,在管道支撑的基础桩桩上安装变形等级,地下深标尺的安装,彼此之间的距离应不超过1、5 km,并且距支撑物的距离应不超过50 m,沿管线的参考站的安装距离应不超过20-40 km相互之间,用于接收和发送信息到服务器;深度基准和参考站确定状态网络中的坐标后,使用键将获取的坐标传输到本地坐标,然后将其传输到服务器,然后在本地坐标系中执行零周期测量变形标记相对于地面深度基准的坐标,确定标记的坐标为管道的垂直和垂直位置为零,标记的坐标也传输到服务器,并根据所有测量的结果进行设计然后建立管道的数字模型,然后在管道运行期间对变形标记的坐标进行控制测量,以表征管道当前计划的高度位置,同时使用移动GPS / GLONASS接收器进行控制测量,确保将测量数据接收并传输到服务器,并建立当前的数字模式与管线的设计数字模型进行比较的管线l和确定管线的部分,在这些部分上其当前位置与设计项目的偏差

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