• Title/Summary/Keyword: Explosive blasting

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Stability Analysis of Mine Drift for Explosive Welding (폭발압접에 대한 갱도의 안정성 분석)

  • Yang, Hyung-Sik;Jang, Myoung-Hwan;Jang, Hyong-Doo
    • Explosives and Blasting
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    • v.28 no.1
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    • pp.55-62
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    • 2010
  • Explosive welding was planed in a closed drift of a mine for its reuse. In this study, we analyzed the stabilization of roof and pillar which were expected to be affected by overpressure experienced during the continual explosive welding. Three equations, normal equation, CONWEP and DDESB, were used for the estimation of overpressure. The investigation shows that the continual use of the explosive welding in a drift may result in considerable damage on the drift.

A Study on the Characteristics of the interface in Tube / Tubesheet of the Nuclear Steam Generator by Explosive Bonding (폭발접합된 원자력 증기발생기 튜브/튜브시트 계면 특성에 관한 연구)

  • 이병일;공창식;심상한;강정윤;이상래
    • Explosives and Blasting
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    • v.17 no.4
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    • pp.32-50
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    • 1999
  • This study deals with interface charactristics of tube and tubesheet of the nuclear steam generator by the explosive expansion in order to take advantage of optimum expansion ratio, pull-out strength and leakage tightness and improvement of the resisitance on the stress corrosion cracking for low residual stress. The paper also show the relationship between roll, hydraulic and explosive expansion. The results obtain are as follows (1) Because of the explosive bonding is to use the high speed pressure and energy by the explosive, workability is good, bonding region is homogenous (2) Expansion ratio is 2.7%, Pull-out strength 850kg, Leakage strength $500kg/cm^2$. Clearance gap is 10~30mm in case of explosive expansion and interface structure of the tube and tubesheet is optimum condition. (3) As the transition region of the explosive expansion is inactive, the resistance of the stress corrosion cracking is increases 30~40% compare to the roll and hydraulic expansion.

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The Effect of Performance on Loading Impact of Emulsion Explosive in Long Vertical Borehole (에멀젼 폭약의 수직 장공 장약 시 낙하 충격에 의한 성능 영향)

  • Lee, Young-Ho;Lee, Seung-Chan;Lee, Eung-So
    • Explosives and Blasting
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    • v.25 no.1
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    • pp.45-52
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    • 2007
  • When emulsion explosives(1kg/cartridge) are loaded into a long vertical borehole at open blasting site, they undergo an Impact corresponding to 117.6J of shock energy. After shocking. the crystallization of emulsion nay happen immediately. Furthermore, it nay cause a desensitization, arising from increase in the density of emulsion explosive by the breakage of sensitizer. In this paper, some experimental work was performed using PVC pipe equipment(50mm diameter and 12m lengths) to investigate the effects of loading impart of emulsion explosive. It is shown that detonation energy decreases up to 26% of the normal state value and this effect is less than 3% of the total performance of emulsion explosives in borehole blasting.

The Construction of large and Long Tunnel Using Bulk Explosives (벌크폭약을 이용한 대단면 장대터널 시공 사례)

  • 노상림;문상호;조영천;이상필;유지영
    • Explosives and Blasting
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    • v.22 no.3
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    • pp.65-70
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    • 2004
  • Lately, the length of tunnel, the number of long-large tunnel over 3 lanes are steeply increased because of the request for high-speed and straight road. Therefore, the maximization of excavation efficiency is needed in tunnel construction. The sapaesan tunnel (4 lanes with the length of 4km) construction was delayed with environmental conflict far 2 years. For making-up delayed construction period, various new methods were adopted to improve excavation length, look-out and blasting efficiency. This study introduced bulk explosive which is new method in tunnel blasting and verified the efficiency of bulk explosive far long-large tunnel.

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.

On the Pollution & Safe Measure in Building Demolition (구조물폭파의 공해 안전대책 - 소음.진동.분진.비석공해를 중심으로 -)

  • Ahn Myung-Seog
    • Explosives and Blasting
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    • v.11 no.4
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    • pp.9-27
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    • 1993
  • This paper is on the current and prospect of the most advanced explosive technics, Futhermore, utmost needed and centered interesting basic theory, The demolition is described with counter plan on the problems of carrying out example. Specified description noted on the pollution especially noisy, vibration, dust and disperse pollution with comprehensive counter plan. Although it has some insufficiency, 1 expect my paper will be to advance the explosive technics.

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Case study on the Distributed Multi-stage Blasting using Stemming-Help Plastic Sheet and Programmable Sequential Blasting Machine (전색보호판과 다단발파기를 이용한 다단식분산발파의 현장 적용 사례)

  • Kim, Se-Won;Lim, Ick-Hwan;Kim, Jae-Sung
    • Explosives and Blasting
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    • v.31 no.2
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    • pp.14-24
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    • 2013
  • The most effective way of the rock removing works in the downtown area is to removing rocks by splitting the rock by blasting with small amount of explosives in the hole. However environmental factors not only limit the applications but also increase the forbidden area. As this is a distributed multi-stage blasting method and to reduce vibration by applying the optimized precisioncontrol-blasting method, it is applicable in all situations. The process is to fix the stemming-help plastic sheet to the hole entrance when stemming explosives and insert detonator and explosive primer with same delay time, two or three sets. This method is more efficient in the downtown area where claims and dispute from vibration are expected. This method is easily usable by designing blast pattern even in the area where delay time blasting is difficult after multi-stage explosive stemming due to short length of blast hole (1.2~3.0m) and there is no detonator wire shortage or dead-pressure.

Anlaysis on the Influence of Work-related Musculoskeletal Disorders in Explosive Blasting Performance (화약류발파작업이 근골격계에 영향을 미치는 자세평가분석)

  • Lee Jung-Hoon;Ahn Myung-Seog
    • Explosives and Blasting
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    • v.23 no.1
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    • pp.1-8
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    • 2005
  • Explosive blasting performance is composed of charging, tamping and connecting performance, which need lots of power and time. Thus, operator's inconvenience and muscle load are increased by their pose. Then it's unavoidable for one to make a human error. As a result, blasting accidents and disasters of explosives may happen. So we need to have systematic study. According to their pose's changing we have OWAS, RULA, REBA, OSHA, ISI, NLE, TVAV, BLUE-X. In this article, OWAS, RULA, REBA have been evaluated. As a result of this research, it is shown that work-related musciloskeletal disorders are related to the second accident's happening.