• Title/Summary/Keyword: explosive demolition

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A Case Study on Partial Explosive Demolition of a Large-Section Turbine Foundation Structure (대단면 터빈 기초 구조물의 부분발파해체 시공사례)

  • Park, Hoon;Suk, Chul-Gi;Nam, Sung-Woo;Noh, You-Song
    • Explosives and Blasting
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    • v.34 no.1
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    • pp.19-28
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    • 2016
  • The number of industrial structures that must be demolished due to functional and structural deterioration has been increased. There is an increasing application of explosive demolition or explosive demolition combined with mechanical demolition to minimize temporal and spatial environmental hazardous factors created during the process of demolition. In this case study, to demolish the turbine foundation structure, which is a large-section reinforced concrete structure, the parital explosive demolition thchnique was conducted. As a result of the partial explosive demolition, the overall crushing of the blasting sections of beam-column joints structure with haunched beams and second-floor columns about the turbine foundation was satifactory, and the explosive demolition was completed without causing any damage to surrounding facilities.

A Case Study on Explosive Demolition of a Industrial Plant Foundation (산업용 플랜트 기초의 발파해체 시공사례)

  • Noh, You-Song;Kim, Nae-Hoi;Jang, Seong-Ok;Suk, Chul-Gi;Park, Hoon
    • Explosives and Blasting
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    • v.39 no.1
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    • pp.22-35
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    • 2021
  • The number of a industrial plant that must be demolished due to functional and structural deterioration has been increased. There is an increasing application of explosive demolition or explosive demolition combined with mechanical demolition to minimize temporal and spatial environmental hazardous factors created during the process of demolition. In this case study, to demolish the industrial plant foundation, which is a reinforced concrete structure, the explosive demolition technique was conducted. As a result of the explosive demolition, the overall crushing of plant foundation structure was satisfactory, and the explosive demolition was completed without causing any damage to surrounding facilities.

A Prospect of Explosives Demolition Based on Comparative Analysis of Demolition Cost. (해체공사비 비교분석을 통한 발파해체 공법의 전망)

  • Cho Tae-Wan
    • Korean Journal of Construction Engineering and Management
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    • v.5 no.4 s.20
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    • pp.130-138
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    • 2004
  • The demolition works of high building in korea are expecting to increase rapidly in the near future, and its general demolition methods can be divided into mechanical demolition method and explosive demolition method. The selection of the right demolition method relies on many variable elements according to environmental and geographical elements. But, generally, the most important element of those is a economical profit. Accordingly, This study estimates each demolition cost dividing into mechanical demolition method and explosive demolition method of high building in city. And the estimating of the demolition cost makes it possible to do comparative analysis for the economical efficiency of each method more objectively than any other selective elements. Also, the analysis for the economical efficiency helps to forecast the activated time of the explosive demolition method in domestic.

Effective Arrangement of Non-explosive Demolition Agents and Empty Holes for Improving Fragmentation of Square Concrete Structures (정사각형 콘크리트 구조물의 파쇄도 향상을 위한 비폭성 파쇄제와 천공 홀의 효과적인 배치)

  • Cho, Hwangki;Nam, Yunmin;Kim, Kyeongjin;Lee, Jaeha;Sohn, Dongwoo
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.30 no.2
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    • pp.145-151
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    • 2017
  • As an alternative to conventional explosive methods for demolition of concrete structures and rocks, the use of non-explosive demolition agents can be considered to reduce noise, vibration, and dust emissions during the demolition process. In this study, we conduct finite element analysis for crack initiation and propagation caused by the expansion of non-explosive demolition agents in square concrete structures. The predicted crack patterns are compared with the experimental results in the literature. The minimum values of the required expansion pressure of non-explosive demolition agents are also estimated, which depend upon the arrangement of non-explosive demolition agents and empty holes. Furthermore, we investigate the effect of empty holes on the fragmentation of concrete structures, and discuss the effective arrangement of non-explosive demolition agents and empty holes for fragmentation improvement.

A Case Study on Explosive Demolition of the Industrial Steel Shell Structure (산업용 스틸 셸 구조물의 발파해체 시공사례)

  • Park, Hoon;Noh, You-Song;Nam, Sung-Woo;Jang, Seong-Ok;Suk, Chul-Gi
    • Tunnel and Underground Space
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    • v.31 no.3
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    • pp.198-209
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    • 2021
  • Recently, the demand for demolition of unnecessary steel shell structure is increasing due to deterioration and unsatisfactory functional conditions and the issue of demolition is becoming a major highlight. This execution case was intended to describe an application of the felling method, a explosive demolition method to demolish steel shell structures, for the demolition of a steel stack and steel head tank. As a result of the explosive demolition, the steel stack and steel head tank had collapsed precisely according to the estimated direction. And the explosive demolition was completed without causing any damage to surrounding facilities.

A Case Study on Explosive Demolition of a the Industrial Stack (산업용 연돌 발파해체 시공사례)

  • Park, Hoon;Nam, Sung-Woo;Noh, You-Song;Kim, Suk-Weon;Suk, Chul-Gi
    • Explosives and Blasting
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    • v.40 no.2
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    • pp.15-24
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    • 2022
  • Recently, the demand of demolition for the unnecessary industrial structure is increasing due to deterioration tendency and the issue of demolition is becoming a major highlight. The restoration of the dismantled industrial site to its original natural state was currently underway. This execution case was intented to describe an application of the felling method one of the explosive demolition method to the demolition of the industrial stack. This stack was 150m high, a composite structure in which the outer wall of the stack was a reinforced concrete shell structure and internal stovepipe was a steel shell structure. As as result of the explosive demolition, the stack had collapsed precisely according to estimated direction. And the explosive demolition was completed without causing any damage to surrounding facilities.

Classification of Explosive Demolition Methods Based on the Building Type and Dimension of Wall-slab Apartment Building (벽식 아파트의 주동 형태 및 규모에 따른 발파해체공법 분류)

  • Park, Hoon;Suk, Chul-Gi
    • Explosives and Blasting
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    • v.27 no.2
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    • pp.19-25
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    • 2009
  • According to increasing demands for a redevelopment of a wall-slab structure apartment, new explosive demolition methods, which are different from those for RC structure apartment, are requested. In this study, to provide basic design data on explosive demolition of wall-slab structure apartment, wall-slab structure apartments were classified according to building types and dimensions. Also adequate explosive demolition methods for wall-slab structure apartment are analyzed by using blasting pattern factors such as height(H), breadth(B) and length(L) of apartment.

A Case Study on Explosive Demolition of a Steel-Frame Structure (철골구조물 발파해체 시공사례)

  • Park, Hoon;Noh, You-Song;Nam, Sung-Woo;Jang, Seong-Ok;Kim, Nae-Hoi;Suk, Chul-Gi
    • Explosives and Blasting
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    • v.39 no.2
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    • pp.27-36
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    • 2021
  • Recently, the demand for demolition for the unnecessary steel frame structure is increasing due to deterioration and unsatisfactory functional conditions and the major highlights of demolition issues. This execution case was intended to describe an application of the felling method as one about the suggested method for explosive demolition method of ore bin and coke bin facilities, which were steel frame structures. And we used the charging container for blast cutting of the steel frame structure. As a result of the explosive demolition, the ore bin and coke bin had collapsed precisely according to the estimated direction. And the explosive demolition was completed without causing any damage to surrounding facilities.

Execution Case Study on the Explosive Demolition of a Large-Section RC Special Structure (대단면 철근콘크리트 특수구조물 발파해체 시공 사례)

  • Park, Hoon;Suk, Chul-Gi
    • Tunnel and Underground Space
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    • v.19 no.5
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    • pp.397-406
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    • 2009
  • Recently, the number of industrial structures that must be demolished due to structural deterioration and unsatisfactory functional conditions has been increased. To minimize environmental hazardous factors created during the process of demolition, the explosive demolition method has been applied increasingly. This execution case was intended to describe an application of the explosive demolition method to the demolition of a Crusher & Screen structure, which was a large-section reinforced concrete special structure. It was deemed necessary due to its structural deterioration and unsatisfactory functional condition. Various pre-weakening processes and blasting patterns were applied to the large-section reinforced concrete members, and to reduce blasting vibration and impact vibration, time intervals were established for blasting in the same column and for blasting between blasting blocks. By applying the explosive demolition method to the demolition of a large-section reinforced concrete special structure, the explosive demolition was completed safely and efficiently, without causing any damage to surrounding facilities.

A Case Study on Explosive Demolition of a Large Section Turbine Foundation Structure (대단면 터빈기초 구조물의 발파해체 시공사례)

  • Park, Hoon;Nam, Sung-Woo;Noh, You-Song;Suk, Chul-Gi
    • Explosives and Blasting
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    • v.40 no.3
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    • pp.54-65
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    • 2022
  • Recently, the demand for the dismantling of large-scale industrial structures is increasing, and the construction of restoring the dismantled industrial to their original natural environment is underway. This case was an application of the explosive demolition method to the demolition of a large section turbine foundation structure which structural obsolescence and failure to meet functional requirements. As a result of the explosive demolition, the fracture condition of the turbine foundation was satisfactory, and the explosive demolition was completed without causing any damage to the surrounding facilities.