土中深基坑大直径压力管道原位保护管道悬挂系统性能

IF 6.7 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Panpan Guo , Tianshe Sun , Haibo Li , Yixian Wang
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引用次数: 0

摘要

本文研究了跨深基坑埋地管线的原位保护技术及其结构性能。本文报道了中国苏州元河塘西隧道深基坑开挖的历史实例。基坑由两条浅埋大直径加压管道跨接,跨接距离约31 m。考虑到管道对当地居民正常生活的重要性,因此有必要采取现场保护措施,以确保管道在开挖过程中的使用和稳定。为了克服传统管道保护技术的不足,提出了一种基于悬浮法的管道保护新技术。该技术利用了基坑支护系统。它消除了在常规方法中经常需要安装专门的悬挂管道结构的需要。此外,原有的几种材料用于抑制管道位移和传递管道重量,也有助于更好地保护管道。此外,采用三维有限元法对所提出的管道悬挂系统在开挖过程中的性能进行了研究。通过对深基坑典型开挖行为的模拟,验证了该方法的有效性。结果表明:随着施工阶段的推进,悬架支撑梁的最大轴力、最大剪力和最大弯矩,精轧螺纹钢筋的最大轴力和组合钢梁的最大弯矩和最大弯矩均呈逐步增长的趋势;该研究为深基坑中埋地管线的原位保护提供了实用参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Performance of pipeline suspension system for in-situ protecting large-diameter pressurized pipelines straddling deep braced excavation in clays
This paper investigates the in-situ protection technique for buried pipelines straddling deep braced excavation and the relevant structural performance. A deep braced excavation case history for constructing the West Yuanhetang tunnel in Suzhou, China is reported. The excavation is straddled by two shallowly-buried large-diameter pressurized pipelines, with a straddling distance of about 31 m. Considering the significance of the pipelines for the normal life of local citizens, in-situ protective measures is thus necessary for ensuring the pipeline serviceability and stability during excavation. In an attempt to overcome the shortcomings of traditional pipeline protection technique, a new pipeline protection technique based on the suspension method is proposed. This technique takes advantage of the excavation support system. It eliminates the need for installing an exclusive structure for suspending pipelines, which is frequently practiced in conventional methods. Moreover, the original use of several kinds of materials for restraining pipeline displacement and transferring pipeline weight also contributes to a better protection of the pipelines. Furthermore, the performance of the proposed pipeline suspension system during excavation is investigated by using three-dimensional finite element method. The method is validated via reproducing the observed typical behavior of the deep excavation. Results has shown that the maximum axial forces, shear forces, and bending moments in the suspension supporting beams, as well as the maximum axial forces in the finish-rolling screw-thread (FRST) steel bars and the maximum bending moments and shear forces in the composite steel beams, all exhibit a stepwise growth pattern as the construction stage progresses. This research provides practical reference for in-situ protection of buried pipelines within deep braced excavation.
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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