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Blasting Demolition of Single-tower Cable-stayed Bridge in Complex Environment
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Gen LI1, Gao-long WANG1, Lai-jun LIANG2, Wei-guo XIA2
Blasting | 2023, 40(3) : 116 - 122
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Blasting | 2023, 40(3): 116-122
EXPLOSIVE DEMOLITION
Blasting Demolition of Single-tower Cable-stayed Bridge in Complex Environment
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Gen LI1, Gao-long WANG1, Lai-jun LIANG2, Wei-guo XIA2
Affiliations
  • 1.Lianyungang Mingda Engineering Blasting Co., Ltd., Lianyungang 222021, China
  • 2.Changzhou Sunan Explosive Building Demolition Co., Ltd., Changzhou 213023, China
Published: 2023-09-01 doi: 10.3963/j.issn.1001-487X.2023.03.016
Outline
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A combined demolition method of directional tilting of main tower and in-situ collapse of bridge beam has been designed for the blasting demolition of a single-tower reinforced concrete cable-stayed bridge in complex environment. An "inverted step" cut with a height of 4 m was designed for the middle tower pillar, and the mechanical pre-processing method was used in the lower tower pillar to form two windows with a width of 1.3 m and a height of 4 m to reduce its strength. The loose blasting was used for the bridge beam at four locations where the cables were anchored on the beam. Decked charge was adopted for the blast holes deeper than 2.1 m and initiated by detonating cords, which effectively dispersed the explosive energy. The middle tower pillar, lower tower pillar and the beam were initiated as 3 stages with nonel detonators. A “rigid + flexible” composite protection method was proposed for the culvert crossing the bridge. Two sandbag damping walls were settled on the touchdown area of the bridge beam to form a "flexible" protection. Meanwhile, a welded steel skeleton and rubber cushion layer were arranged along the direction of the culvert to form the “rigid” protection. Grass curtains, bamboo fences, and steel wire layers were covered on the blasting area. After the blast, the tower toppled on the predetermined direction. And the main beam collapsed in place, divided into several sections which were then processed with mechanical methods. In this project, good blasting results have been achieved without causing flyrock accidents or impact damage to the culvert.

cable-stayed bridge with single tower  /  composite protection method  /  controlled blasting  /  steel framework protection  /  inverted step cut
Gen LI, Gao-long WANG, Lai-jun LIANG, Wei-guo XIA. Blasting Demolition of Single-tower Cable-stayed Bridge in Complex Environment[J]. Blasting, 2023 , 40 (3) : 116 -122 . DOI: 10.3963/j.issn.1001-487X.2023.03.016
Year 2023 volume 40 Issue 3
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Article Info
doi: 10.3963/j.issn.1001-487X.2023.03.016
  • Receive Date:2023-05-23
  • Online Date:2026-03-20
  • Published:2023-09-01
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History
  • Received:2023-05-23
Affiliations
    1.Lianyungang Mingda Engineering Blasting Co., Ltd., Lianyungang 222021, China
    2.Changzhou Sunan Explosive Building Demolition Co., Ltd., Changzhou 213023, China

Corresponding:

WANG Gao-long (1974-), male, Anqing, Anhui, bachelor degree, senior engineer, technical and management work in mining engineering and Explosives engineering, (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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