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Numerical Simulation and Construction Design of Blasting Demolition of Double-cylinder Old Ammonium Nitrate Granulation Tower
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Qing-liang KONG1, Zhi-yuan XIA2, Gang WANG2, Ming-feng LIU2, Ming-yuan QIAN2, Fan YANG2, Peng-fei GAO2
Blasting | 2024, 41(2) : 151 - 159
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Blasting | 2024, 41(2): 151-159
EXPLOSIVE DEMOLITION
Numerical Simulation and Construction Design of Blasting Demolition of Double-cylinder Old Ammonium Nitrate Granulation Tower
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Qing-liang KONG1, Zhi-yuan XIA2, Gang WANG2, Ming-feng LIU2, Ming-yuan QIAN2, Fan YANG2, Peng-fei GAO2
Affiliations
  • 1.Zhejiang First Hydropower Construction Group Co., Ltd., Hangzhou 310051, China
  • 2.Anhui Jiangnan Blasting Engineering Co., Ltd., Ningguo 242300, China
Published: 2024-06-01 doi: 10.3963/j.issn.1001-487X.2024.02.019
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In order to demolish a 57 m high double-cylinder ammonium nitrate granulation tower in a complex environment, this study analyzes the structural characteristics of the tower, including its large potential energy and uneven mass distribution. A blasting method was designed with intermediate initiation and sequential detonation towards both sides to achieve a controlled collapse effect through “directional blasting + internal convergence”. The blasting design includes trapezoidal cut notches with strictly controlled perimeter and height. The bottom supporting walls are partially retained, and highly symmetric directional windows were created at specific heights. The demolition was carried out using high-precision nonel detonators combined with delayed initiation inside the holes and external relays outside the holes. Through theoretical analysis and calculations, the final blast notch length was determined as 13.5 m with a height of 3.5 m. To validate the design scheme, LS-DYNA simulation software was used to establish a three-dimensional finite element model of the granulation tower for pre-collapse analysis. Simulation results show that the collapse process takes approximately 8.8 seconds without any significant forward movement or toppling during collapse, indicating that the overall blasting parameters selected in this scheme are reasonable and can achieve the desired demolition effect.

double-cylinder granulation tower  /  directional blasting  /  separate common node  /  numerical simulation  /  blasting design
Qing-liang KONG, Zhi-yuan XIA, Gang WANG, Ming-feng LIU, Ming-yuan QIAN, Fan YANG, Peng-fei GAO. Numerical Simulation and Construction Design of Blasting Demolition of Double-cylinder Old Ammonium Nitrate Granulation Tower[J]. Blasting, 2024 , 41 (2) : 151 -159 . DOI: 10.3963/j.issn.1001-487X.2024.02.019
Year 2024 volume 41 Issue 2
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Article Info
doi: 10.3963/j.issn.1001-487X.2024.02.019
  • Receive Date:2023-04-14
  • Online Date:2026-03-20
  • Published:2024-06-01
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  • Received:2023-04-14
Affiliations
    1.Zhejiang First Hydropower Construction Group Co., Ltd., Hangzhou 310051, China
    2.Anhui Jiangnan Blasting Engineering Co., Ltd., Ningguo 242300, China

Corresponding:

GAO Peng-fei (1989-), born in Huaibei, Anhui, male, doctor, senior engineer, engaged in the research of blasting construction management and blasting technology, (E-mail) .
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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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