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小跨径隧道装配式波纹钢支护结构现场试验研究

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传统的隧道支护技术存在施工质量差、施工效率慢及作业环境差等问题,在软弱围岩隧道施工时,因为支护不及时造成大变形的发生,因此,采用装配式支护技术成为当前研究的主流方向。该文以学院桥地铁站项目为背景,开展隧道装配式支护结构的现场试验研究,从支护结构施工过程中的变形规律、施工过程对地面沉降的影响和施工效率方面进行分析。结果显示,装配式支护结构施工过程对地面沉降产生的变化小于 3。0 mm,施工过程产生的结构变形小于 8。0 mm,说明波纹钢支护结构的承载力可以满足隧道安全支护的要求。上述研究成果表明,在城市基础设施密集区,波纹钢作为小跨径暗挖隧道的支护结构是可行的,具有推广和应用价值。
The traditional tunnel support technology has some problems,such as poor construction quality,slow construction efficiency and poor working environment.In the construction of tunnel with weak surrounding rock,,large deformation often occurs because the support is not timely.Therefore,the use of prefabricated support technology has become the mainstream direction of current research.Based on Xueqiaoqiao Subway Station project,this paper carried out field test research on tunnel prefabricated support structure.The deformation characteristics of supporting structure during construction,the influence of construction process on ground settlement and construction efficiency are analyzed.The results show that the change of ground settlement during construction is less than 3.0 mm,and the structural deformation during construction is less than 8.0 mm,which indicated that the bearing capacity of corrugated steel support structure can meet the requirements of tunnel safety support,the above research results show that corrugated steel is feasible as a support structure for small span tunnels in urban infrastructure dense areas,and has the value of popularization and application.

prefabricatedfield testdeformation characteristicsground settlementcorrugated steel

徐鹏飞

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中铁十五局集团有限公司,上海 200070

装配式 现场试验 变形规律 地面沉降 波纹钢

2025

科技创新与应用
黑龙江省报刊出版有限公司 黑龙江省科协技术协会

科技创新与应用

影响因子:0.993
ISSN:2095-2945
年,卷(期):2025.15(1)