본 연구에서는 발파전색재료와 밀폐용 플러그 장치의 압력 구속 효과를 평가하기 위하여 충격챔버 모델을 구성하여 발파 수치해석을 수행하였다. 현재 개발 중인 전단농화유체 기반의 전색물질과 일반적으로 사용되고 있는 전색재료인 모래의 전색효과를 서로 비교하였다. 또한 발파공 내부압력의 구속효과 강화를 위한 세 가지 형태의 플러그 장치를 시뮬레이션에 적용하였다. 그 결과로서 전단농화유체 기반의 전색재료가 모래전색보다 전색효과가 더 우수한 것으로 나타났다. 또한 전단농화유체 기반의 전색물질과 플러그 장치를 복합적으로 사용하였을 때 발파공 내의 폭발가스의 작용 시간과 영향범위를 효과적으로 향상할 수 있을 것으로 분석되었다.

Numerical simulation is the most widely used methods for evaluating blasting performance. This study, conducted the numerical analysis of shock chamber model to evaluate the pressure confine effect of the stemming material and plug device. The stemming effect was compared and evaluated with that of the STF-based stemming material currently under development and sand, which is a commonly used blast stemming material. Furthermore, to verify of enhancement the confine effect inside blast hole pressure, three types of stemming plugs were adopted for the numerical analysis. The numerical simulation results revealed that the STF-based stemming materials were superior to the general stemming material. Also, It is evaluated that the STF-based stemming and Plug system can not only prevent detonation gas from overflowing the borehole prematurely, but also prolong the action time and scope of detonation gas in the borehole effective.

최근 노후화로 불용되는 산업구조물의 해체 수요가 증가하면서 산업구조물 해체에 대한 관심이 부각되고 있으며, 해체된 산업부지를 원래 자연의 모습으로 복원하는 공사가 주요 이슈로 부상하고 있다. 본 시공사례는 구조적 노후화와 기능적 요건을 만족하지 못하는 산업용 연돌 해체에 발파해체공법 중 전도공법을 적용하였다. 해당 연돌은 높이 150.0m이고, 연돌 외벽이 철근콘크리트 셸 구조물이며, 내부 연통은 스틸 셸 구조물인 복합구조물이다. 발파해체결과, 연돌은 예측된 방향으로 정확히 전도하였고, 주변 시설물에 피해 없이 발파해체를 완료하였다.

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.

Recently, there has been an increasing number of cases of improving constructability by using electronic detonators with precise delay time in tunnel blasting sites. This case is a case of conducting test blasting using with non-electric detonator and electronic detonator at the site of 『Seoul Metropolitan Area Express Railroad Route A Private Investment Project Section 00』 that requires careful management of vibration and noise. Although this site was designed with a non-electric detonator, it was attempted to improve the advance rate and control vibration and noise by mixing the non-electric detonator and the electronic detonator due to the decrease in the advance rate. As a result of the blasting, the target value was achieved with an advance rate of about 85% and a maximum measured value of vibration and noise is 0.215cm/sec and 73.22dB(A) which were measured below regulatory standards. As blasting works in downtown areas, it is necessary to designate measurement and management objects to continuously manage vibration and noise.