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基于线结构光的大型构件表面尺寸加工质量检测方法
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作者 刘少丽 杜浩浩 +2 位作者 何楠 黄嘉淳 戚慧志 《北京理工大学学报》 EI CAS CSCD 北大核心 2024年第7期701-711,共11页
针对大型构件表面尺寸加工质量的高精度三维检测的需求,设计了一套主动式线结构光旋转扫描检测系统.采用相机主动式旋转扫描,适用于不方便移动且跨距大、特征多的大型构件检测.提出了一种新的系统旋转中心快速标定的方法,仅需标靶上一... 针对大型构件表面尺寸加工质量的高精度三维检测的需求,设计了一套主动式线结构光旋转扫描检测系统.采用相机主动式旋转扫描,适用于不方便移动且跨距大、特征多的大型构件检测.提出了一种新的系统旋转中心快速标定的方法,仅需标靶上一点即可完成标定,适合大型构件检测的现场快速标定.加入编码机构,可根据被测物的特征变化动态调整扫描速度,提高了系统检测效率和通用性.所有元器件均可单独调用,保证了系统的可扩展性.改善了扫描时的串口逻辑,进一步提高了三维点云的密度.实验结果表明,本系统对标准物体的最大偏差为0.0310 mm,标准差最大为0.0150 mm,对大型构件实物的检测误差在0.05 mm以内,满足大型构件表面特征加工质量的高精度三维检测需求. 展开更多
关键词 大型构件 表面特征检测 标定误差检验 线结构光 旋转扫描
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Special Marking of 3D Networks' Points for the Monitoring of Modern Constructions
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作者 Evangelia Lambrou George Pantazis Konstantinos Nikolitsas 《Journal of Civil Engineering and Architecture》 2011年第7期643-649,共7页
In order to monitor the deformations of modern constructions a local 3D network was usually being established at the surrounding area. The centering error, of both the instrument and targets, causes significant uncert... In order to monitor the deformations of modern constructions a local 3D network was usually being established at the surrounding area. The centering error, of both the instrument and targets, causes significant uncertainties in the determination of the x, y, z coordinates of the network's points. In order to assure precise centering for both the instrument and targets, not only for the accessible but also for the inaccessible network's points, a prototype way of marking is being implied. A special semi-permanent portable metallic stand (Photo 1) was manufactured for marking the accessible points. The stand provides forced instrument centering of the order of_+0, lmm. It is light enough to carry, it accelerates and facilitates the centering and leveling of the instrument as well as it eliminates the time needed for the measurements. The applied laboratory checks in order to certify the suitability of its use and the provided accuracy are being described. For the inaccessible points special targets were used. The targets were put in permanent attachments (Photos 7-8), which were also manufactured. Useful conclusions were drawn when these special accessories were used in to a 3D network, which was established for the monitoring of a new football stadium. Two measurement phases were carried out. The first one is with the stadium empty and the second one is when it was crowded (about 32000 people) during a significant football match. 展开更多
关键词 Precise centering point marking geodetic control networks monitoring modern constructions.
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