• Title/Summary/Keyword: 물주머니

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Explosive Demolition of Special Structure of Soongeui Complex Stadium (숭의종합운동장 특수구조물 발파해체)

  • Suk, Chul-Gi;Park, Hoon;Kim, Nae-Hoi;Song, Young-Suk;Jung, Woo-Jin;Han, Dong-Hun
    • Explosives and Blasting
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    • v.28 no.2
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    • pp.108-118
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    • 2010
  • Soongeui complex stadium is a reinforced concrete frame structure composed of columns, slabs and beams. The stadium, however, is also a special structure because it has a tall tower of electronic display board and slabs inside its own structure which is different from the structures that had been demolished using blasting by then. Explosive demolition for the stadium was carried out from the left-hand side of the outfield stand to the right considering 2 rows of columns supporting the stand as a blasting unit. An overturning demolition method was applied to the tower of electronic display board. Water bags that played the role of multipurpose protection were applied to control the dust. As a result, the demolition project of the special structure of Soongeui complex stadium was judged to be a great success.

Case Study on the Explosive Demolition of the KOGAS Office Building in Bundang District (한국가스공사 분당사옥 발파해체 시공사례)

  • Kim, Sang-min;Park, Keun-sun;Son, Byung-min;Kim, Ho-jun;Kim, Hee-do;Kim, Gab-soo
    • Explosives and Blasting
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    • v.36 no.4
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    • pp.48-61
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    • 2018
  • This case study is concerned with the project of the explosive demolition for the KOGAS office building located in Bundang district in Seongnam city. Since the office building was a kind of long-span beam structures, a mechanical demolition method using jacking support systems was considered in the beginning of the project. With consideration of the excessive reinforcement cost, uncertainty of safety, and prolonged construction period, however, the original plan was later changed to use an explosive demolition method. For the purpose of protecting nearby buildings and facilities during the collapse process, the explosive initiation sequence was elaborately designed to bring down the building structure towards its front left corner. A total of over 550 electronic detonators (Unitronic 600) was used to sequentially initiate the explosives installed at appropriate columns in the first, second, and fifth floors. To diminish dust production, water bags of small and large sizes were respectively installed at each column and on the floors to be blasted. As such, every effort was exercised to mitigate overall noise, dust, and shock vibrations that could be generated during the explosive demolition process for the office building.