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隧道建设(中英文) ›› 2025, Vol. 45 ›› Issue (2): 375-381.DOI: 10.3973/j.issn.2096-4498.2025.02.013

• 规划与设计 • 上一篇    下一篇

BIM技术在盾构管片预埋槽道优化中的应用研究

赵文祥, 曲柄宇, 王厚霖, 黄亮亮   

  1. (中国交通信息科技集团有限公司, 北京 101318
  • 出版日期:2025-02-20 发布日期:2025-02-20
  • 作者简介:赵文祥(1990—),男,安徽池州人,2013年毕业于上海大学,计算机科学与技术专业,本科,高级工程师,现从事工程数字化、建筑信息化等方面的研究工作。 E-mail: 766093851@qq.com。

Application of Building Information Modeling Technology in Optimization of Embedded Channels in Shield Tunnel Segments

ZHAO Wenxiang, QU Bingyu, WANG Houlin, HUANG Liangliang   

  1. (China Communications Information & Technology Group Co., Ltd., Beijing 101318, China)
  • Online:2025-02-20 Published:2025-02-20

摘要: 现阶段盾构区间预埋槽道大多采用整环设置的方式预埋槽道,能够保证施工稳定和便捷,但会造成大量空置和成本浪费。为优化盾构管片预埋槽道用量、降低工程造价,引入BIM技术,提出基于槽道优化的盾构隧道排版改进算法,在精简预埋槽道用量的同时精准预测和模拟盾构隧道管片排版。以BIM为支撑平台,根据工程实际特点提出基于接触网环和底部轨行区单槽道的优化方案。首先,考虑接触网排布规律,对顶部双槽预埋环进行优化,单环排版采用最小拟合误差法计算最优点位; 其次,结合底部轨行区可取消预埋槽道的特性,对单槽环进行优化,确定管片排版规律及点位筛选规则,以优化排版算法; 最后,基于以上算法设计原型系统,实现对设计区间线路盾构隧道的三维自动化排版和分析报告输出,并结合具体工程案例进行方法验证,输出结果能够指导管片生产及盾构现场施工排版。应用结果表明,所提方法可以实现管片预埋槽道14.59%优化率,并基于BIM技术生成三维可视化管片及预埋槽道模型,实现优化方案可视化的复核校审机制。

关键词: 地铁, 优化, 建筑信息模型(BIM), 盾构管片, 预埋槽道

Abstract: Currently, most embedded channels in shield tunnel sections are calibrated in a full-ring configuration, thereby ensuring construction stability and convenience. However, this approach may result in excessive vacancies and increased costs. Thus, to reduce the number of embedded channels in shield tunnel segments and minimize project costs, the authors introduce building information modeling (BIM) technology and propose an improved algorithm for a shield tunnel segment layout based on channel optimization. Using BIM as a support platform, an optimization scheme is developed based on the contact network ring and a single channel in the bottom track area, tailored to the projects actual characteristics. First, considering the contact network layout pattern, the double-channel embedded ring at the top is optimized. Second, the single-ring layout is refined using the minimum fitting error method to determine the optimal position.Third, the single-channel ring is optimized for the bottom track area by establishing rules for segment layout and point selection. This further enhances the layout algorithm. Finally, based on these algorithms, a prototype system is designed to enable the three-dimensional automatic layout of the shield tunnel within the designed interval line and generate an analytical report. This method is applied to specific engineering cases where the output results guide segment production and on-site layout. The application results demonstrate that this method achieves a 14.59% optimization rate for embedded channels in tunnel segments. Moreover, the BIM-based approach generates a three-dimensional visual model of the segments and embedded channels, thereby facilitating a visual review and verification mechanism for the optimization scheme.

Key words: metro, optimization, building information modeling, shield segment, embedded channel