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Experimental Study on Vertical In-situ Blasting Demolition of Reinforced Concrete Water Tower
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Xiao-wu HUANG1, 2, Xian-qi XIE1, 2, 3a, 3b, Yong-sheng JIA2, 3a, 3b, Chang-bang LIU2, Ying-kang YAO3a, 3b, Jin-shan SUN3a, 3b, Yue WU2
Blasting | 2023, 40(2) : 1 - 8
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Blasting | 2023, 40(2): 1-8
THEORETICAL AND TECHNOLOGICAL EXPLORATION
Experimental Study on Vertical In-situ Blasting Demolition of Reinforced Concrete Water Tower
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Xiao-wu HUANG1, 2, Xian-qi XIE1, 2, 3a, 3b, Yong-sheng JIA2, 3a, 3b, Chang-bang LIU2, Ying-kang YAO3a, 3b, Jin-shan SUN3a, 3b, Yue WU2
Affiliations
  • 1.College of Science, Wuhan University of Science and Technology, Wuhan 430065, China
  • 2.Wuhan Explosion & Blasting Co., Ltd., Wuhan 430056, China
  • 3a.State Key Laboratory of Precision Blasting, Jianghan University, Wuhan 430056, China
  • 3b.Hubei Key Laboratory of Blasting Engineering, Jianghan University, Wuhan 430056, China
Published: 2023-06-01 doi: 10.3963/j.issn.1001-487X.2023.02.001
Outline
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In order to solve the problem of blasting demolition of tall reinforced concrete water towers in restricted space, a vertical in-situ blasting demolition technology was developed. The impact failure mechanism, collapse process and touchdown vibration of the water tower were analyzed comprehensively by means of high-speed photography, vibration monitoring and numerical simulation. It was found that the collapse process of the tower by vertical in-situ blasting demolition is similar to free fall motion with an acceleration of 9.4 m/s2 calculated by regression analysis, which was slightly smaller than the gravity acceleration. By using the “separated” finite element model, the collapse process of the water tower could be approximately simulated and the impact time of each section cylinder could be accurately captured. In general, cumulative damage by multiple impacts is the main characteristic of the complex failure process of the water tower, which can be simulated by the No.159 concrete material model. The main frequency band of the vibration is mainly concentrated in the range of 5~60 Hz. The high frequency part of the vibration signal attenuates rapidly, and the energy is mainly concentrated in the low frequency part. Moreover, the total energy of the vibration signal decreases significantly with the increase of distance. The test results show that the successive vertical collapse of the tower and the simultaneous blasting on the top water tank can control not only the collapse range of the tower, but also the touchdown vibration and blasting dusts.

blasting demolition  /  in-situ collapse  /  high-speed photography  /  numerical simulation  /  touchdown vibration
Xiao-wu HUANG, Xian-qi XIE, Yong-sheng JIA, Chang-bang LIU, Ying-kang YAO, Jin-shan SUN, Yue WU. Experimental Study on Vertical In-situ Blasting Demolition of Reinforced Concrete Water Tower[J]. Blasting, 2023 , 40 (2) : 1 -8 . DOI: 10.3963/j.issn.1001-487X.2023.02.001
Year 2023 volume 40 Issue 2
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Article Info
doi: 10.3963/j.issn.1001-487X.2023.02.001
  • Receive Date:2023-01-24
  • Online Date:2026-03-18
  • Published:2023-06-01
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History
  • Received:2023-01-24
Funding
Affiliations
    1.College of Science, Wuhan University of Science and Technology, Wuhan 430065, China
    2.Wuhan Explosion & Blasting Co., Ltd., Wuhan 430056, China
    3a.State Key Laboratory of Precision Blasting, Jianghan University, Wuhan 430056, China
    3b.Hubei Key Laboratory of Blasting Engineering, Jianghan University, Wuhan 430056, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

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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