共查询到19条相似文献，搜索用时 125 毫秒
1.
2.
3.
4.
5.
6.
7.
准直测量是加速器建造和运行中的一项关键技术,用于解决精密、复杂的加速器元件按设计位置在大尺寸空间中精确就位的相关问题,以减少磁铁等关键设备的准直偏差对束流质量及寿命的影响,还用于运行后对元件位置的监测和必要的准直调整.同时,准直测量技术也会在建造期间决定设备安装效率及工期、在运行中影响停机维护时间. 相似文献
8.
激光用于准直通常有两种方法：一种是激光束准直；另一种是波带板激光准直。前一种方法以可见光束代替望远镜视线，给准直测量带来很多方便。在机械化建筑施工中，采用光电探测激光光斑能量中心，可实现施工机械的自动导向。但这种方法的准直精度决定于激光束的稳定性，往往得到高稳定性的准直激光束是比较困难的，因此“激光束准直”较多的是应用在建筑施工中。波带板激光准直采用三点准直方法，避免了对激光束高稳定性的要求，在高精度的准直中，较激光束准直要优越。 相似文献
9.
《武汉大学学报(信息科学版)》2021,(4)
新型粒子加速器对关键元件的准直测量精度要求越来越高,而现有测量仪器受自身技术发展的限制,难以在短时间内显著提高其单站测量精度,由此提出一种基于激光跟踪仪的三维测边网平差的预准直测量方法。通过布设多个测站,将定位点和测站点的坐标均作为未知参数进行平差解算,得到较高精度的定位点坐标。此外,通过比较分析不同测站数目下各定位点的解算精度,得到局部最优测站数。实验结果表明,三维测边网平差解算的定位点精度远高于同等观测条件下三维边角网平差解算的定位点精度。当采用22个测站时,各定位点的空间点位中误差的均值为8.9μm。根据4个定位点均要获得10μm以内的定位精度需求,综合考虑定位精度和工作效率两方面因素,判断布设12个测站能达到此要求。所提方法对实际工作中高精度的预准直测量和设备的安装定位具有一定的工程应用价值。 相似文献
10.
11.
地铁主体施工完毕后为了对线路进行调线调坡,需要对地铁隧道进行断面测量,三维激光扫描与常规测量方法相比具有非接触式测量,可高密度采集空间三维点云数据等特点,为地铁断面测量提供了新的途径。本文基于Leica Scanstation 2扫描仪分析了三维激光扫描点云数据采集步骤和数据处理流程,阐述了基于点云数据的地铁断面测量方法,分析了三维激光扫描技术在隧道断面测量中应用的可行性。研究结果表明,这种高密度、高精度的隧道断面能够满足地铁调线调坡等方面的技术要求。 相似文献
12.
针对中国散裂中子源（CSNS）隧道内装置区永久点采用常规GPS三脚架观测模式中对中整平和仪器高量取精度差等问题,提出了一种高精度的仪器对中和超大仪器高的测量方案。该方案设计可微调的屋顶支架、目标半球垂准镜,实现了仪器的稳固安置和精确对中;改造GPS天线头支架适于放置目标球,以便采用激光跟踪仪获取高精度的超大仪器高;最后通过激光跟踪仪对隧道内6个装置区永久点重复两次测量,并与钢尺测量结果进行比较。结果表明,该方案可实现高30 m内仪器0.5 mm的对中精度和0.2 mm的量高精度,避免了卷尺测量尺长受拉伸影响的缺点,有效解决了CSNS装置永久点的精密对中和超大仪器高的获取,也为同类点位的对中和仪器高测量提供了借鉴和参考。 相似文献
13.
测量机器人用于超高层建筑竖向投测的可行性 总被引：1，自引：0，他引：1
激光垂准仪法是超高层建筑竖向投测的主要方法之一。当建筑高度特别大时,楼体在日照等因素作用下会产生缓慢的摆动,此时,激光垂准仪法的应用将受到一定限制。本文介绍一种利用测量机器人进行超高层建筑竖向投测的方法,并分析其投测精度和可行性。 相似文献
14.
Samuel P. Francis Timothy T.-Y. Lam David E. McClelland Daniel A. Shaddock 《Journal of Geodesy》2018,92(3):241-251
Targeting a future Gravity Recovery and Climate Experiment (GRACE) mission, we present a new laser interferometry architecture that can be used to recover the displacement between two spacecraft from multiple interspacecraft measurements. We show it is possible to recover the displacement between the spacecraft centers of mass in post-processing by forming linear combinations of multiple, spatially offset, interspacecraft measurements. By canceling measurement error due to angular misalignment of the spacecraft, we remove the need for precise placement or alignment of the interferometer, potentially simplifying spacecraft integration. To realize this multi-link architecture, we propose an all-fiber interferometer, removing the need for any ultrastable optical components such as the GRACE Follow-On mission’s triple mirror assembly. Using digitally enhanced heterodyne interferometry, the number of links is readily scalable, adding redundancy to our measurement. We present the concept, an example multi-link implementation and the signal processing required to recover the center of mass displacement from multiple link measurements. Finally, in a simulation, we analyze the limiting noise sources in a 9 link interferometer and ultimately show we can recover the \(80\;\text {nm}/\sqrt{\text {Hz}}\) displacement sensitivity required by the GRACE Follow-On laser ranging interferometer. 相似文献
15.
We propose a method to automatically register two point clouds acquired with a terrestrial laser scanner without placing any markers in the scene. What makes this task challenging are the strongly varying point densities caused by the line-of-sight measurement principle, and the huge amount of data. The first property leads to low point densities in potential overlap areas with scans taken from different viewpoints while the latter calls for highly efficient methods in terms of runtime and memory requirements.A crucial yet largely unsolved step is the initial coarse alignment of two scans without any simplifying assumptions, that is, point clouds are given in arbitrary local coordinates and no knowledge about their relative orientation is available. Once coarse alignment has been solved, scans can easily be fine-registered with standard methods like least-squares surface or Iterative Closest Point matching. In order to drastically thin out the original point clouds while retaining characteristic features, we resort to extracting 3D keypoints. Such clouds of keypoints, which can be viewed as a sparse but nevertheless discriminative representation of the original scans, are then used as input to a very efficient matching method originally developed in computer graphics, called 4-Points Congruent Sets (4PCS) algorithm. We adapt the 4PCS matching approach to better suit the characteristics of laser scans.The resulting Keypoint-based 4-Points Congruent Sets (K-4PCS) method is extensively evaluated on challenging indoor and outdoor scans. Beyond the evaluation on real terrestrial laser scans, we also perform experiments with simulated indoor scenes, paying particular attention to the sensitivity of the approach with respect to highly symmetric scenes. 相似文献
16.
为降低系统模型误差及观测模型误差的影响,结合噪声协方差自适应控制机制,对双天线GNSS/INS初始对准方法进行改进。利用噪声协方差自适应控制下的扩展卡尔曼滤波进行数据处理,包括系统噪声协方差控制及观测噪声协方差控制。试验结果表明,系统噪声协方差自适应控制机制可提高系统稳定性,降低滤波稳态值;观测噪声协方差自适应控制机制可降低观测噪声的影响,提高对准绝对精度。采用后处理的方式,利用基线长度偏差最小的基线结果辅助姿态解算,绝对精度进一步提高,对准绝对精度主要受观测值影响。利用本文方法,横滚角、俯仰角对准绝对精度可达0.02°,航向角对准绝对精度可达0.04°。 相似文献
17.
多台激光跟踪仪组网联合动态测量具有测量范围大、测量精度高、采样频率高的优点,在工业大尺寸动态位姿测量领域具有广泛的应用前景。目前激光跟踪仪动态测量精度评定主要针对单台激光跟踪仪,无法满足多台激光跟踪仪动态位姿测量精度评定的要求。文中提出基于物方先验约束条件的动态位姿测量精度评定方法,通过空间圆轨迹发生器和铟钢四面体,提供刚性约束条件和动态测量基准,实现对不同运动速度、不同采样频率的位姿测量精度进行评定。测试数据分析表明,基于物方先验约束条件的动态位姿测量精度评定方法能够有效的实现对测量精度的评定。 相似文献
18.