基于改进SLAM和3DGS算法的城市基础设施三维重建技术研究
梁耀峰
摘 要
装配式建筑从设计到生产再到装配的施工方式使产业链拉长,供应链中涌现了预制构件生产商等新型参与主体。预制构件生产、运输、装配过程中涉及单位众多且关系复杂,质量信息披露、传递、共享受阻,易出现质量信息孤岛,显著影响工程质量。因此, 这一新型建造模式对供应链主体提出了更为迫切和高效的质量信息披露需求。本文旨在探讨在区块链技术背景下,如何有效实现装配式建筑供应链的高水平质量信息披露,以期对现阶段装配式建筑的持续健康发展提供重要启示和策略支持。
首先,深入剖析了当前装配式建筑供应链质量信息披露现状,进而探讨了区块链在装配式建筑供应链质量信息披露中的潜在应用优势。基于以上分析,构建装配式建筑供应链质量信息披露演化博弈模型,分析了装配式建筑供应链质量信息披露系统均衡点。结果表明,区块链技术具备良好的适用性及潜力,可应用于装配式建筑供应链的质量信息披露领域。但装配建筑供应链质量信息披露活动中何时采用区块链技术、供应链节点如何决策自身质量信息披露水平需要进一步研究。
其次,运用 Stackelberg 博弈理论研究了在一般/基于区块链的质量信息披露方式下,构件生产商和施工单位的最优决策,具体分析了区块链技术的采纳条件,并通过matlab 数值仿真分析了质量信息感知系数、风险规避水平、平台佣金、区块链成本对构件生产商和施工单位之间战略互动的影响。研究发现,供应链双方之间存在矛盾,区块链实施易遭遇瓶颈。
最后,从供应链内部协调、外部激励和外部监督三个方面出发,设计了基于区块链的装配式建筑供应链质量信息披露的成本共担契约、政府补贴激励、社会监督评价机制,利用 Stackelberg 博弈理论分析了不同激励机制下构件生产商和施工单位最优决策,并进行了数值仿真。研究发现,三种激励机制均能起到一定的激励作用,且成本共担契约和社会监督评价机制作用较明显。 研究结果为基于区块链的装配式建筑供应链质量信息披露及装配式建筑的可持续发展提供了科学指导。
关键词:城市基础设施;运维;三维重建;同步定位与建图;3D高斯溅射
Abstract
Accurate 3D reconstruction of urban infrastructure is a key technology for driving urban digital transformation and enabling intelligent operation and maintenance. It holds significant importance for improving urban governance and ensuring the safe operation of infrastructure. However, current 3D reconstruction techniques still face bottlenecks in multi-sensor fusion localization accuracy and geometric consistency of reconstructed models, making it difficult to meet the high-precision modeling requirements of urban infrastructure scenarios. This study systematically investigates multi-sensor fusion-based localization and mapping as well as 3D reconstruction algorithms, proposing an improved algorithm framework that incorporates scene geometric priors. The proposed framework significantly enhances the overall performance of reconstructed models and contributes to the intelligent development of urban infrastructure operation and maintenance.
This thesis introduces a 3D reconstruction technology tailored for urban infrastructure scenarios, integrating LiDAR, an inertial measurement unit (IMU), and a panoramic camera. It primarily addresses two key challenges: insufficient localization accuracy in multi-sensor fusion and poor geometric consistency in 3D reconstruction. The main study contributions include: (1) Theoretical foundations of 3D reconstruction for urban infrastructure and sensor model analysis. The scene characteristics of urban infrastructure are analyzed, providing the basis for algorithmic improvements. The mathematical principles of LiDAR, IMU, and panoramic camera models are introduced, along with a detailed analysis of the baseline algorithms for simultaneous localization and mapping (SLAM) and novel view synthesis, laying the theoretical groundwork for subsequent algorithmic improvements. (2) A multi-sensor fusion localization and mapping algorithm based on an improved error-state Kalman filter (ESKF). The proposed approach includes ground point cloud segmentation and planar ground constraint improvements, constructing a joint observation model based on ESKF. It significantly reduces pose estimation drift (the z-axis localization closure error is reduced by 82.73%), and the localization accuracy surpasses other mainstream open-source algorithms. With high-precision localization results, the method generates centimeter-level accuracy point cloud maps for 3D reconstruction (achieving a mean absolute error of 1.8 cm and a mean relative error of 0.267% across multiple scenarios). (3) A novel 3D reconstruction algorithm based on an improved 3D Gaussian Splatting (3DGS) technique. By introducing LiDAR initialization, Gaussian dimensionality reduction strategies, and geometric prior-preserving optimization strategies, the proposed method effectively mitigates rendering artifacts from arbitrary viewpoints (achieving an 18% improvement in the LPIPS metric (lower is better)) and significantly enhances the geometric consistency of reconstructed urban infrastructure models.
The proposed 3D reconstruction technology, based on the improved SLAM and 3DGS algorithm, establishes an end-to-end solution from data acquisition to 3D model generation. Theoretically, by integrating scene geometric priors into existing simultaneous localization and mapping and novel view synthesis algorithmic frameworks, the method overcomes the bottlenecks of traditional approaches in localization accuracy and geometric consistency of reconstructed models for urban infrastructure. Practically, the high-precision 3D models generated by this method empower intelligent operation and maintenance of urban infrastructure, providing a reliable digital foundation for geometric measurements, defect detection, and condition monitoring. This effectively enhances the digitalization and intelligence of urban infrastructure operation and maintenance.
Key words:Urban Infrastructure; Operation and Maintenance; 3D Reconstruction; Simultaneous Localization and Mapping; 3D Gaussian Splatting