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高速铁路隧道群"一网到底"控制网布设技术

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国家高速铁路建设步伐持续推进,隧道群工程逐步增多.贯通误差超限,会引起隧道限界不足、衬砌厚度不够等问题,导致隧道结构质量存在隐患,造成经济巨大损失.通常运用一点一方向(即固定点、固定方位角)平差方法,建立不同于设计测量基准的独立坐标系.此方法可以加强隧道的整体性,提高贯通精度,但误差会累积到方向末端产生横向偏差(角度)和断链(里程)问题,影响施工和相邻搭接.为避免累积误差,保障贯通精度,本文以隧道群工程为实例,研究分析线路位置及走向,采用"一网到底"(即不改变设计测量基准)平差方法建立隧道施工控制网.经过对比平差成果数据、对比实测边长与角度、贯通误差估算等过程,验证"一网到底"平差的适用性.
Layout Technology of 'One Network to the Bottom'Control Network for High-Speed Railway Tunnel Group
The pace of national high-speed railway construction continues to advance,and tunnel group projects are gradually increasing.If the breakthrough error exceeds the limit,it will cause problems such as insufficient tunnel boundaries and insufficient lining thickness,leading to hidden dangers in the quality of the tunnel structure and causing huge economic losses.Usually,a point by direction(i.e.fixed point,fixed azimuth)adjustment method is used to establish an independent coordinate system different from the design measurement benchmark.This method can enhance the integrity of the tunnel and improve the accuracy of the connection,but errors will accumulate to the end of the direction,resulting in lateral deviation(angle)and chain breakage(mileage)problems,affecting construction and adjacent overlap.In order to avoid accumulated errors and ensure the accuracy of penetration,this article takes a tunnel group project as an example to study and analyze the location and direction of the line,and adopts the'one network to the bottom'adjustment method(that is,without changing the design measurement benchmark)to establish a tunnel construction control network.After comparing the adjustment results data,comparing the measured edge length and angle,and estimating the connection error,the applicability of the'one network to the bottom'adjustment is verified.

lateral deviationtunnel groupdesign benchmarkone network to the bottom

王长欢

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中铁十六局集团路桥工程有限公司 北京 101500

横向偏差 隧道群 设计基准 一网到底

中铁十六局集团有限公司科技研发计划

K2019-32C

2024

铁道建筑技术
中国铁道建筑总公司

铁道建筑技术

影响因子:0.539
ISSN:1009-4539
年,卷(期):2024.(1)
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