Abstract

Abstract. The surveying and management of telecommunication towers poses a series of engineering challenges. Not only they must be regularly inspected for the purpose of checking for issues that require maintenance interventions, but they are often sub-let by their owners to communication companies, requiring a survey of the many (several thousand per company) installed appliances to check that they respect the established contracts. This requires a surveying methodology that is fast and possibly automated. Photogrammetric techniques using UAV-mounted cameras seem to offer a solution that is both suitable and economical. Our research team was asked to evaluate whether, from the information acquired by small drones it was possible to obtain geometric information on the structure, with what degree of accuracy and what level of detail. The workflow of this process is naturally articulated in three steps: the acquisition, the construction of the point cloud, and the extraction of geometries. The case study is a tower carrying antennas owned by several operators and placed in the industrial district of Cagliari. The article examines the problems found in modelling such structures using point clouds derived from the Structure-from-Motion technique, in order to obtain a model of nodes and beams suitable for the reconstruction of the structure’s geometric elements, and possibly for a finite elements analysis or for populating GIS and BIM, either automatically or with minimal user intervention. In order to achieve this, we have used voxelization and skeleton extraction algorithms to obtain a 3D graph of the structure. The analysis of the results was carried out by varying the parameters relating to the voxel size, which defines the resolution, and the density of the points contained inside each voxel.

Highlights

  • 1.1 BackgroundRadio base stations (BTS, Base Transceiver Stations) are systems for the transmission of radio frequency signals used in cellular networks and for the transmission of television or radio signals

  • Not all the points where used as Ground Control Points (GCP) but some of them where used as Check Points (CP), At each strip GCP and CP where subdivided according the Table 4 and Table 5

  • The RMSE of the 14 strips evaluated on the Check Points spans from 1.29 cm to 2.01cm

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Summary

Background

Radio base stations (BTS, Base Transceiver Stations) are systems for the transmission of radio frequency signals used in cellular networks and for the transmission of television or radio signals. The inventory of the entire asset has been going on for several years, by companies, first through GIS and through BIM The population of both GIS and BIM takes place for the towers built in recent years because the project documents and construction works are available, but it is a difficult job when the DBs relating to the old construction towers have to be populated. Of these pylons, the geographical position is often known only approximately, and any information relating to both the structure as it is built and the entire area of the system's plan is totally missing. In (Jiang. et al, 2019) and (Huang et al, 2020) a UAV platform is used but pylon reconstruction is based on 2D images analysis and a library of pylon models

METHODOLOGY
Related work
Survey
Structure from Motion
Voxelization
Skeleton extraction
Quality assessment
Description
CASIC Tower Survey
Generating point cloud
Parameters
Skeleton and graph extraction
DISCUSSION
Full Text
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