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Vibration Monitoring and Protection for Ancient Buildings under a Metro Shield
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Wenbin DENG, Changkang SUN, Li YANG, Hadeljan WULAN
Urban Rapid Rail Transit | 2024, 37(3) : 75 - 81
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Urban Rapid Rail Transit | 2024, 37(3): 75-81
• Academic Discussion •
Vibration Monitoring and Protection for Ancient Buildings under a Metro Shield
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Wenbin DENG, Changkang SUN, Li YANG, Hadeljan WULAN
Affiliations
  • School of Architecture and Engineering Xinjiang University Urumqi 830017
doi: 10.3969/j.issn.1672-6073.2024.03.010
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To ensure the safety of ancient buildings during subway shield tunneling, a general technical approach involving initial assessment, reinforcement, construction monitoring, subsequent evaluation, and additional reinforcement has been established. This study built a 1: 3.52 physical model of ancient buildings and conducted shaking table tests to obtain the damping ratio of structures Ansys was used to build a threedimensional model. Using structural and modal analysis for vulnerable structures for strengthening and prevention, this study provides a reference for the followup vibration monitoring and shield construction. The construction parameters were adjusted according to the construction monitoring data in the test area. The results showed that the maximum displacement of the structure was approximately 14.01 mm under static analysis, which verified the validity of the threedimensional model. The basic frequency of the structural model was 0.590 46 Hz and the most vulnerable position was sandalwood. During shield tunneling, the acceleration of ancient buildings was less than 0.003 m/s², the vibration frequency was primarily concentrated at 0.6–20.5 Hz, and the vibration frequency was in the normal range. The paper proposes that the overall solution of subway shield tunneling through the ancient buildings involves a uniform driving speed, avoiding the operation peak period, using the grouting reinforcement between the strata in the affected area, supporting the vulnerable structure of the ancient buildings, and adopting a vibration isolation and vibration reduction scheme during the construction. This provides a reference for similar subsequent projects.

urban rail transit  /  metro shield  /  preservation of ancient buildings  /  vibration monitoring  /  protection measures
邓文彬, 孙常康, 杨丽, 乌郎·哈德力江. 地铁盾构下穿古建筑振动监测与保护研究. 都市快轨交通, 2024 , 37 (3) : 75 -81 . DOI: 10.3969/j.issn.1672-6073.2024.03.010
Wenbin DENG, Changkang SUN, Li YANG, Hadeljan WULAN. Vibration Monitoring and Protection for Ancient Buildings under a Metro Shield[J]. Urban Rapid Rail Transit, 2024 , 37 (3) : 75 -81 . DOI: 10.3969/j.issn.1672-6073.2024.03.010
Year 2024 volume 37 Issue 3
1317
664
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doi: 10.3969/j.issn.1672-6073.2024.03.010
  • Receive Date:2023-09-21
  • Online Date:2025-07-09
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  • Received:2023-09-21
  • Revised:2023-12-27
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    School of Architecture and Engineering Xinjiang University Urumqi 830017
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表12种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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