공기 중 석면농도 분석시 관상어용 기포발생기를 개조한 장치와 기존의 상업용 시료 채취기와의 성능 비교

장봉기 ( Bong Ki Jang ),탁현욱 ( Hyun Wook Tak ),송수진 ( Su Jin Song ),조봉현 ( Bong Hyun Jo ),김영지 ( Yeong Ji Kim ),손부순 ( Bu Soon Son ),이종화 ( Jong Wha Lee ) 한국산업보건학회 2014 한국산업보건학회지 Vol.24 No.4

Objectives: The purpose of this study is to estimate the applicability of regional sample collection of environmental samples. Theconcentration of asbestos fibers were analyzed with two devices. One was an existing commercial air sampling pump that has been proved to be accurate and exact, and the other is a remodeled pump for sample collection which was made from an electric bubble generator originally designed for aquarium fish. Samples were collected with the two devices under the same environmental conditions and collection equipment. A comparative analysis of the concentration of ambient asbestos fiber was then performed. Methods: Based on previous research, six farmhouses with asbestos fiber slate roofs known to have high concentrations of asbestos fiber were selected. Using the existing commercial air sampling pump and the remodeled electric bubble generator, four to seven samples were collected each day one meter downwind from the edge of the slate roof at high volume (about 4 L/min) and low volume (about 1.4 L/min). The analyzer responsible for sample quality control of asbestos fibers counted the number of asbestos fibers with a phase microscope. Results: The rates of flow change of the existed sampler and the remodeled pump at high volume were 0.82% and 0.17%, respectively. The rates of flow change at low volume were 3.83% and 1.09%, but there was not significant difference. The rates of flow change are within the error range (±5%) of OSHA analyzing methods. For the high volume sampler, the average asbestos fiber concentration in the air collected by the existed sampler is 6.270 fibers/L and for the remodeled one 5.527 fibers/L, not a significant difference. For the low volume sampler, the average asbestos fiber concentration in the air collected by the existed sampler is 7.755 fibers/L and for the remodeled one 7.706 fibers/L, not a significant difference. The total area of the slate roof of the targeted farmhouse has an effect on the concentration of asbestos fibers in the air from the existing pump and the remodeled one (p<0.01). Conclusions: The sampling function between the existing commercial pump and the remodeled one shows little difference. Therefore, the remodeled pump is considered a pump with a good availability for collecting ambient air asbestos samples.

침매터널 세그먼트조인트의 내화 대책에 대한 실험적 평가

최순욱,장수호,김흥열,조봉현,Choi, Soon-Wook,Chang, Soo-Ho,Kim, Heung-Youl,Jo, Bong-Hyun 한국터널지하공간학회 2011 한국터널지하공간학회논문집 Vol.13 No.3

In this study, a series of fire experiments under $HC_{inc}$ and ISO834 (duration of 4 hour) fire scenarios were carried out for three different types of fire protection measures for the segment joint to evaluate their applicabilities to an immersed tunnel. The experimental results revealed that an expansion joint installed to allow relative movements between concrete element ends in an segment joint is the most vulnerable to a severe fire. For the fire protection measure where the originally designed steel plates at an expansion joint arc replaced by fire-resistant boards, the experiments showed that they cannot achieve good fireproofing performance under both $HC_{inc}$ fire scenario and ISO834 (4 hour) fire scenarios since the installation of fire-resistant boards results in the reduction of the sprayed fire insulation thickness. On the other hand, the application of modified bent steel plates replacing the original steel plates was proved to be very successful in fireproofing of the expansion joint due to more sprayed materials filled in bent steel plate than in the original design concept as well as higher adhesion between the steel plate and the sprayed fire insulation layer. 본 연구에서는 화재 발생시 침매터널 세그먼트조인트의 지수재를 고온으로부터 보호하기 위한 내화대책의 효용성을 평가하기 위하여, 세 가지 방식으로 침매터널 세그먼트조인트를 모사한 콘크리트 블록실험체에 대해 $HC_{inc}$ 화재 시나리오와 ISO834(4시간) 화재 시나리오 하에서 화재실험을 수행하였다. 실험결과로부터 함제간의 변위를 허용하기 위한 시공조인트가 화재 시 취약부위임을 확인할 수 있었다. 열 손상에 취약한 시공조인트의 철판을 내화보드와 굴곡이 있는 철판으로 보강한 내화대책으로 변경하여 화재실험을 수행한 결과, 내화보드로 보강한 경우는 내화보드 설치에 따른 뿜어붙임 모르타르 내화재의 시공두께 감소로 인해 내화재의 휨이 발생하여 내화성능을 발휘하지 못하였고, 굴곡이 있는 철판으로 보강한 경우는 철판굴곡에 의해 철판과 뿜어붙임 모르타르 내화재와의 부착력이 증가됨과 더불어 철판 굴곡부에 채워지는 뿜어붙임 모르타르 내화재로 인하여 시공조인트에서의 열 손상이 발생하지 않아 내화성상알 충분히 발휘할 수 있음을 확인하였다.

화재시나리오별 침매터널 구조물의 화재저항성 평가

최순욱,장수호,김흥열,조봉현,Choi, Soon-Wook,Chang, Soo-Ho,Kim, Heung-Yon,Jo, Bong-Hyun 한국터널지하공간학회 2010 한국터널지하공간학회논문집 Vol.12 No.6

본 연구에서는 뿜어붙임 방식의 모르타르 내화재가 시공된 침매터널 벽체구조물을 모사한 철근콘크리트 블록시험체에 대해 $HC_{inc}$ 화재시나리오와 IS0834(4시간) 화재시나리오 하에서 침매터널 내화재의 화재저항성 평가결과를 비교하였다. $HC_{inc}$ 화재시나리오 하에서는 내화재와 시험체 계면으로부터 0, 25, 50 mm 위치에서의 최대온도가 각각 $311^{\circ}C$, $194^{\circ}C$, $142^{\circ}C$로 나타났으며, IS0834(4시간) 화재시니리오 조건에서는 0, 25, 50 mm 위치에서의 최대온도가 각각 $332^{\circ}C$, $222^{\circ}C$, $179^{\circ}C$ 측정되었다. 이상의 결과로부터 본 연구에서 적용된 두 가지 화재시나리오들은 최대온도개념에서 유사한 화재강도임을 확인할 수 있었다. 이와 더불어 내화재 설치여부에 따른 침매터널 구조물의 안전성을 확인하기 위한 구조안정성 해석을 수행하였다. 이때 내화재가 설치되지 않은 시험체에 대한 화재시험을 수행하여 화재에 의한 콘크리트의 단면손실과 강도저하를 확인하고 그 결과를 이용하여 구조안정성 해석을 수행하였다. 이상의 해석 결과, 본 연구에서 적용된 강력한 화재시나리오 조건에서는 침매터널 구조물의 안정성 확보를 위하여 내화재가 필수적임을 확인할 수 있었다. In this study, fire resistance of a fireproof material sprayed upon an immersed tunnel was experimentally evaluated under $HC_{inc}$ and IS0834(duration of 4 hours) fire scenarios. Under $HC_{inc}$ fire scenario, the maximum inner temperatures of a concrete specimen at the depth of 0, 25 and 50 mm from the interface between the structure and the fire-proofing layer were $311^{\circ}C$, $194^{\circ}C$ and $142^{\circ}C$ respectively. Similarly, the corresponding maximum temperatures under IS0834 fire scenario were $332^{\circ}C$, $222^{\circ}C$ and $179^{\circ}C$ respectively. From the results, it was revealed that the two different fire scenarios assumed in this study have almost the same fire capacity as each other in the maximum temperature concept. In addition, a structural analysis of the immersed tunnel under $HC_{inc}$ fire scenario was carried out to verify the effects of the fireproof material on its structural stability. Material loss and deterioration of a concrete specimen without any fire-proofing measure was also experimentally evaluated to obtain input parameters for the structural analysis under such a severe fire scenario. From the results, it was confirmed that the application of fireproof measures to the immersed tunnel is essential for its structural stability even under a severe fire scenario.

석면함유 공공 건축물의 위해성 평가 및 면적 분포 특성

송수진 ( Su-jin Song ),장봉기 ( Bong-ki Jang ),조봉현 ( Bong-hyun Jo ),김영지 ( Yeong-ji Kim ),허은협,이종대 ( Joung-dae Lee ),손부순 ( Bu-soon Son ),이종화 ( Jong-wha Lee ) 한국산업보건학회 (구 한국산업위생학회) 2016 한국산업보건학회지 Vol.26 No.3

Objectives: This study, aims to examine the distribution characteristics of asbestos-containing building materials; risk assessment and area of distribution of asbestos-containing building materials depending on year of construction; building materials; types of building materials; and usage in public buildings in order to create fundamental data for safe management of public buildings. Methods: The asbestos investigation was conducted by an asbestos research institution from March to May 2014, targeting 41 public buildings which were subject to asbestos investigation in South Chungcheong-do Province. With respect to 381 presumed asbestos-containing materials, an investigation was conducted into whether they contained asbestos, asbestos type, content, year of construction, and use in the building were examined, and a risk assessment was performed. Results: Asbestos-containing building materials were used in 35 buildings(85.4%). Among them, 31(88.6%) were public buildings. Asbestos was detected in 73% of 381 suspected asbestos-containing materials, which were mostly ceiling materials (85.2%). The older the buildings, the more they showed a tendency to have a significantly higher risk assessment score. The ratio of average area with asbestos-containing building materials to total floor area was 57.6%, 44.1%, and 17.8% for buildings built in the 1980s, 1990s, and 2000s, respectively. This showed a tendency to be significantly higher with the age of the building. Conclusions: From the results above, it can be concluded that with the age of the buildings, the risk assessment score and the ratio of average area with asbestos-containing building materials to total floor area became significantly higher. Given the concern about the exposure to asbestos of residents and civil petitioners, safety management of older public buildings and measures for dismantling and removal of asbestos-containing building materials should therefore be urgently established.

ISO834(4시간) 화재이력곡선에서의 침매터널 내화재 성능평가

최순욱(Choi Soon-Wook),장수호(Chang Soo-Ho),박태환(Park Tai-Hwan),조봉현(Jo Bong Hyun) 대한토목학회 2009 대한토목학회 학술대회 Vol.2009 No.10