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Explosive Demolition of Double Arched Bridge Obstructing Navigation in Close Proximity to Important Buildings
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Gui-yang LI, Ying-jian XIONG
Blasting | 2023, 40(2) : 123 - 131
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Blasting | 2023, 40(2): 123-131
EXPLOSIVE DEMOLITION
Explosive Demolition of Double Arched Bridge Obstructing Navigation in Close Proximity to Important Buildings
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Gui-yang LI, Ying-jian XIONG
Affiliations
  • CCCC Second Harbor Engineering Co, Ltd, Wuhan 430040, China
Published: 2023-06-01 doi: 10.3963/j.issn.1001-487X.2023.02.018
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The Yan Zhou power station bridge was built on the proposed structure site of the Yan Zhou hub project, which included construction of a new ship lock, power station, and spillway gate. Due to the progress of the engineering construction, the bridge was dismantled. The Yan Zhou power station bridge is a hyperbolic arch bridge with a total length of 180.0 m and a width of 8 m. It is located in the Pengshan tourist scenic area, surrounded by many famous historical sites and enterprise factories. The environment was complex, and the nearest distance from the bridge to the existing power station dam was 8 m. The reinforced concrete box girder bridge of the power station dam was adjacent and shared a bridge pier with it. Due to the working conditions on-site, blasting demolition was adopted. In order to ensure the reliable collapse and complete disassembly of the entire bridge, as well as the separation of steel bars and concrete, the components such as arch ribs, arch columns, and connecting beams were pulverized through throwing explosive devices, with a powder factor of 1.2~1.5 kg/m. Reinforced loose blasting was used to destroy the bridge piers, and the maximum explosive charge for a single pier was 480 kg. According to the principle of heavy left and light right, the entire bridge was collapsed toward the right bank direction like a domino. An inner-hole delay and out-hole relay initiation network was used. The MS12 detonator was used for the inner-hole delay, and the industrial electronic detonators were used in parallel out of the holes. The blasting order was from left bank to right bank, and then from pier to pier, to ensure that the bridge collapsed orderly and vertically, without causing crushing impact to the left bank bridge pier. A leaky PVC was pre-laid underwater along a 100m line near the left bank power station and water roller dam. An air compressor was used to press the air into the pipe to form an air bubble curtain, which effectively reduced the water shock wave overpressure, thereby reducing the impact of blasting vibration and water shock waves on surrounding buildings and structures.

double-curved arch bridge  /  demolition by blasting  /  adjacent building  /  throwing blasting  /  bubble curtain
Gui-yang LI, Ying-jian XIONG. Explosive Demolition of Double Arched Bridge Obstructing Navigation in Close Proximity to Important Buildings[J]. Blasting, 2023 , 40 (2) : 123 -131 . DOI: 10.3963/j.issn.1001-487X.2023.02.018
Year 2023 volume 40 Issue 2
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doi: 10.3963/j.issn.1001-487X.2023.02.018
  • Receive Date:2023-01-11
  • Online Date:2026-03-18
  • Published:2023-06-01
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  • Received:2023-01-11
Affiliations
    CCCC Second Harbor Engineering Co, Ltd, Wuhan 430040, 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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