大臂展高空作业机器人高架桥侧喷涂技术与应用
作者简介:
王 龙,博士研究生,工程师,国家一级注册建造师,E⁃mail:50850292@ qq. com
作者单位:
1. 同济大学土木工程学院,上海 200092; 2. 同济大学工程结构性能演化与控制教育部重点实验室,上海 200092
基金项目:
∗国家重点研发计划(2022YFC3801700);中国工程院项目(2024⁃XZ⁃37);同济大学交叉学科课题(2024⁃1⁃ZD⁃02)
摘要:
一些机器人具有大臂展和高空作业能力,近年来逐渐被应用于建筑行业中,能够有效提高高空作业效率,降低安全风险,解决建筑工人缺乏和老龄化等问题. 但在桥梁的喷涂场景中,其往往需要依赖场景三维建模来分析桥的轮廓形状,才能对桥梁侧面和底面,尤其是侧面的曲面进行喷涂. 基于桥梁侧面和底面造型相对简单、规则的情况,提出了一种采用激光测距仪替代昂贵的激光雷达等扫描建模仪器的装置,能够垂直于桥侧面,对桥侧面和底面轮廓上的多点进行距离测量,得到其相对于机器人的一系列坐标. 还提出了一种计算方法,能够根据测量点的坐标将轮廓拟合成线段和圆弧的组合,并且获得各线段和圆弧的长度和位置. 然后能够根据工艺要求规划出机器人的喷涂轨迹. 最后,即可驱动协作臂按照规划轨迹对桥梁侧面和底面进行喷涂. 在实际工程中进行了应用测试,测得实际的喷涂轨迹与所设计轨迹的平均偏差为 31. 08mm,施工效率和喷涂质量均效果良好,验证了此方法的有效性.

English:
Robots with large arm spans and high⁃altitude working capabilities have been appliedincrementally in construction industry in recent years. This could effectively improve the efficiency ofhigh⁃altitude operations, reduce safety risks, and address issues such as the shortage and aging ofconstruction workers. However, in the scenario of bridge painting, the robots often rely on three⁃dimensional modeling of the scene to analyze the bridge’s shape before they can paint on the sides andunderside of the bridge, especially the curved surface of the side. On account of the relatively simple andregular shapes of the bridge’s sides and underside, a device structure that adopted laser rangefindersinstead of expensive LiDAR and other scanning and modeling instruments was proposed. It could adjustitself to be perpendicular to the side of the bridge, measure the distance of multiple points on the contourof the bridge side and underside, and obtain a series of coordinates of the points relative to the robot. Acalculation method was also proposed, which could synthesize the contour into a combination of linesegments and arcs based on the coordinates of the measured points, and obtain the lengths and positionsof each line segment and arc. Then, the robot’s painting path could be planned based on the processrequirements. Finally, the collaborative robotic arm could be driven to paint the side and underside of thebridge according to the planned path. The device and the calculation method were tested in a practicalengineering project, and the average deviation of the actual painting path from the designed path wasmeasured to be 31. 08mm. Both construction efficiency and painting quality fulfilled the requirements andstandards, verifying the effectiveness of this method.