地面激光扫描仪对建筑质量的控制:以钢框架建筑为例

S. Takhirov
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引用次数: 1

摘要

施工过程中的质量控制很重要,原因有很多。首先,它可以用于评价和评估竣工条件。建筑的后一种状态可以用于对构成未来结构体系的其他元素进行小的调整。例如,它可以用于评估桩入地后的最终位置、扭转和倾斜。在这种情况下,小偏差的可能性是很常见的。此外,在施工过程中捕获的缺陷可以用于法医研究或其他结构故障的侦察工作,如果有的话。地面激光扫描仪可以高精度地捕获物体的暴露表面。通过测量扫描仪发出的激光束的行进时间,它可以估计物体在空间中的位置。这些点的集合通常称为点云。本文的主要目的是评估一种测量钢结构构件安装缺陷的方法。该方法是基于利用地面激光扫描仪。本文以宽法兰钢梁为典型构件进行了研究。该方法基于对光束点云的许多水平切片的分析。为每个切片计算一个紧密的边界框,并将其位置与其他水平切片进行比较。在此基础上,得到了梁的基本尺寸、捻度和倾斜度。本文提供了一种定量评估梁的偏离其绘制的结构的方法。
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Control of Construction Quality by a Terrestrial Laser Scanner: Example of Steel Frame Building
Quality control during construction is important for many reasons. For one, it can be used for the evaluation and assessment of the as-built condition. The latter state of the construction can be used for making small adjustments of other elements comprising the future structural system. For example, it can be used for assessing the pile’s final location, twist, and inclination after driving the pile into the ground. A possibility of small deviations is quite common in this case. In addition, the imperfections captured during the construction can be used in forensic studies or other reconnaissance efforts of the structural failures, if any. A terrestrial laser scanner can capture an object’s exposed surface with high accuracy. By measuring the duration of travel of a laser beam emitted by the scanner, it can estimate locations of the object’s points in space. A set of these points is commonly called a point cloud. The paper’s main objective is to evaluate an approach for measuring imperfections in installation of steel structural members. The approach is based on utilization of a terrestrial laser scanner. As a typical example of structural members, a wide flange steel beam is studied herein. The approach is based on the analysis of numerous horizontal slices of the beam’s point cloud. A tight bounding box is computed for each slice and its location is compared against other horizontal slices. Based on this analysis, the beam’s basic dimensions, twist and inclination are obtained. The paper provides an approach for a quantitative assessment of the beam’s deviations from its as-drawn configuration.
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