• 한국산업보건학회지
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• 제21권1호
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• pp.1-10
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• 2011

Generally, the tire curing process is the process in which the sulfur is added and subsequently the tire is heated to give the tire elasticity. In this process, all kinds of the chemicals in the tire are emitted with a lot of heat. The chemical fume and heat aggravate the work environment. To solve this problem, 92 local exhaust ventilators and 8 gravity ventilators were used, but not satisfactory yet. Preliminary survey showed that the temperatures in the process were very high: 30.3, 32.9 and $37.2^{\circ}C$ at 2, 4 and 6m above the ground level, respectively in the winter (outside temperature was $2^{\circ}C$). It can be imagined that the process is severely hot in the summer time. The higher temperature distribution in the higher space tells us that the hot plume could not be removed with the existing ventilation systems. Therefore, in this study, some alternative ventilation systems were designed. The partitions were used to contain the hot plume to increase the capture efficiency. The gravity ventilators were newly designed to improve the extraction efficiency of hot fume. To satisfy the balance of pressure in the curing process, some supply air system was introduced by renewing the existing air conditioning system. Many alternative solutions were evaluated by using computational fluid dynamics modelling. The best and applicable solution was selected and the existing ventilation system was modified. After implementing the new ventilation system, the hot environment was much improved. The temperature reduction in the curing process was about $6.4^{\circ}C$.

• 한국도로학회논문집
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• 제12권3호
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• pp.113-119
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• 2010

본 연구는 고로슬래그미분말 및 실리카흄과 같은 광물질혼화재를 사용한 시멘트콘크리트 포장의 성능에 대한 역학적, 물리적 평가를 수행하였다. 광물질혼화재 사용 시멘트콘크리트 포장의 휨강도, 압축강도, 통과전하량, 염소이온 확산계수 및 초기표면흡수율을 소정의 재령에서 측정하였으며, 그 결과를 기준 콘크리트 포장의 성능과 비교하였다. 실험결과, 광물질혼화재의 종류에 따라 시멘트 콘크리트 포장의 강도거동은 다르게 나타났으며, 대체적으로 실리카흄을 사용한 콘크리트의 압축강도 발현이 다소 우수하게 나타났다. 뿐만 아니라, 콘크리트의 염소이온 확산계수는 기준 콘크리트에 비하여 매우 작은 경향을 나타냄으로써, 이는 광물질혼화재를 사용한 시멘트콘크리트 포장의 우수한 내염성을 다시 한번 확인 할 수 있었다. 도출된 실험결과를 바탕으로 하여, 향후 고성능 시멘트콘크리트 포장 설계를 위한 재료적 기초 데이터를 제시하고자 한다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1994년도 가을 학술발표회 논문집
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• pp.167-170
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• 1994

To reduce the size of structural members, high strength concrete has recently been utilized for structure such as ultra-high-rise buildings and prestressed concrete bridges in North America, and its compressive strength has gone up to 1300kg/$\textrm{cm}^2$. In Japan, research on high-strength concrete has been undertaken on a large scale by the national enterprise so-called New RC Project. And high-strength concrete with a design compressive strength over 450kg/$\textrm{cm}^2$ has recently been employed for high rised reinforced concrete building. As a result of the serious land availability situation of metropolitan areas in the world, buildings will become taller, and even higher strengths will be required. In the future, the utilization of high-strength concrete will spread widely through the development of new structural concepts, application of steels of a higher yield stress, silica fume, and other new materials. Considering these circumstance, the aim of this experimental study is to develop ultra-high-strength concrete with compressive strength over 1800kg/$\textrm{cm}^2$ with domestic current materials. There are so many factors which influence the manufacturing of ultra-high-strength concrete. The experimental factors selected in this study are mixing methods, curing methods, water-binder ratio, maximum size of coarse by silica fume. The results of this experimental study show that it is possible to develop the ultra-high-strength concrete with compressive strength over 1700kg/$\textrm{cm}^2$ at 28days, 1800kg/$\textrm{cm}^2$ at 56 days.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1994년도 가을 학술발표회 논문집
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• pp.171-174
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• 1994

To reduce the size of structural members, high strength concrete has recently been utilized for structure such as ultra-high-rise buildings and prestressed concrete bridges in North America, and its compressive strength has gone up to 1300kg/$\textrm{cm}^2$. In Japan, research on high-strength concrete has been undertaken on a large scale by the national enterprise so-called New RC Project. And high-strength concrete with a design compressive strength over 450kg/$\textrm{cm}^2$ has recently been employed for high rised reinforced concrete building. As a result of the serious land availability situation of metropolitan areas in the world, buildings will become taller, and even higher strengths will be required. In the future, the utilization of high-strength concrete will spread widely through the development of new structural concepts, application of steels of a higher yield stress, silica fume, and other new materials. Considering these circumstance, the aim of this experimental study is to develop ultra-high-strength concrete with compressive strength over 1800kg/$\textrm{cm}^2$ with domestic current materials. There are so many factors which influence the manufacturing of ultra-high-strength concrete. The experimental factors selected in this study are mixing methods, curing methods, water-binder ratio, maximum size of coarse by silica fume. The results of this experimental study show that it is possible to develop the ultra-high-strength concrete with compressive strength over 1700kg/$\textrm{cm}^2$ at 28days, 1800kg/$\textrm{cm}^2$ at 56 days.

• 한국산학기술학회논문지
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• 제11권2호
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• pp.420-425
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• 2010

온간단조(warm forging) 가공은 가공소재(Billet)를 $800^{\circ}C$ 정도로 가열하여 금형의 다이블록 임프레션(impression) 상면(上面)에 위치결정 시켜 단조하고 있는데, 이 단조가공 과정에서 산화스케일의 비산에 따른 작업자의 화상에 대한 위험도와 산화스케일이 다이블록의 임프레이션에 부착 되거나 열처리기술 미흡으로 금형수명(die life)을 단축시키며 다이블록 안에 분무하는 이형제는 유해먼지, 유해증기, 미스트, 퓸, 악취 등을 발생시켜 작업장 환경을 오염시킴으로써 직무기피 직종으로 분리되기 때문에 생산량 목표 달성에 큰 문제점으로 대두 되고 있다. 더욱이 다이블록의 임프레이션 마멸부위를 수리보수하기 위한 재생공법의 미흡으로 납기지연, 금형비 상승의 요인으로 나타나므로 이에 대한 재생공법 개선과 작업장의 공해물 제거장치의 개발이 요망되고 있다. 본 연구에서는 황동제 관 이음쇠의 온간단조가공에서 도출된 빌릿가열시 문제점, 금형재생 보수시 문제점, 제조원가의 상승요인 등을 외국의 기술과 비교하여 온간단조 금형제작방법개선, 금형재생보수공법 개선, 유해가스 제거장치를 도입하여 환경친화형 작업장 개선 등으로 문제점을 해결 하고자 하였다.

• KCI Concrete Journal
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• 제14권4호
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• pp.145-150
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• 2002

Reinforced concrete is inherently a durable composite material. When properly designed for the environment to be exposed and carefully constructed, reinforced concrete is capable of giving maintenance-free performance. However, unintentionally using improper materials such as non-washed sea sand having much salt together with poor controlled quality, or the concrete are placed in highly severe environment such as marine atmosphere, the corrosion of reinforcing steel in concrete becomes one of the most significant concerns of concrete. The purpose of this experimental research is to evaluate the performance of corrosion inhibitors for normal strength and high strength concrete, and to propose desirable measures for controlling corrosion of reinforcing steel in concrete. Test specimens in normal strength and high strength concrete were made with and without corrosion inhibitors. The accelerated corrosion test for reinforcing steel in concrete was adopted in accordance with JCI-SC3, which required the periodic 20 cycles for 140 days. One cycle includes 3 days for the wetting condition of $65^{\circ}C$ and $90\%$ RH, and 4 days for the drying condition of $15^{\circ}C\;and\;60\%$ RH. It was observed from the test that corrosion inhibitors in normal strength concrete and high strength concrete showed excellent corrosion resistance for reinforcing steel in concrete, but the silica fume in high strength concrete was found to have a negligible corrosion resistance if not used with corrosion inhibitors, since the chloride corrosion threshold limit in concrete containing silica fume without corrosion inhibitor was found to be considerably smaller than that of the case with corrosion inhibitor.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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• pp.417-420
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• 2008

최근 대형 구조물이 많이 건설되면서 콘크리트의 내구성 향상에 대한 요구가 증가하고 있다. 이에 따라 고성능 콘크리트에 대한 관심이 높아지고 있다. 최근, 실리카 흄과 같은 수준의 강도나 내구성을 확보하면서 경제적 측면에서 좀 더 유리한 메타카올린이 새로운 혼화재로 가치를 높게 평가되고 있다. 따라서, 본 연구에서는 메타카올린과 실리카 흄 콘크리트의 스케일링, 건조수축 및 염화물 저항성, 공극 구조를 비교 평가하였다. 연구결과에 따르면, 메타카올린의 대체는 염화물 침투 저항성과 동결융해 저항성을 향상시켰다. 반면, 스케일링에서는 MK의 10% 대체까지는 OPC와 동등 수준 정도인 것으로 나타났다. 건조수축에서는 메타카올린만을 대체한 경우 OPC와 비슷한 수준을 보였으나, MS5는 약10%정도 건조수축을 감소시켰다. 내구성 측면에서 볼 때, 메타카올린의 10% 대체가 가장 적절한 것으로 판단된다.

• 콘크리트학회논문집
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• 제26권5호
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• pp.607-614
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• 2014

본 논문에서는 품질확보를 위하여 혼합골재 입도분포를 적용한 부순모래 숏크리트에 플라이애시, 고로슬래그 미분말, 메타카올린, 실리카퓸을 종류 및 혼입률에 변동을 주어 혼입하여 숏크리트의 기초특성과 내구특성에 미치는 영향을 고찰하였다. 또한 각 혼화재료의 주요 혼입률을 선정하고 실제 숏팅을 실시 하여 숏팅 전 후의 기초특성과 내구특성을 분석하였다. 실내실험 결과 광물성 혼화재료 혼입률이 증가할수록 압축강도가 증가하는 경향을 보였다. 특히 메타카올린을 혼입한 경우 가장 우수한 강도 증진효과를 보였으며, 숏팅 후 압축강도 역시 코어링에 의한 강도감소 현상을 감안하여도 강도 발현이 우수한 혼화재료로 판단된다. 염소이온 침투저항성 시험과 황산저항성 시험 결과 광물성 혼화재료 혼입은 염소이온과 황산에 대한 저항성이 증진되는 경향을 보인다. 화상분석을 통한 공극구조 분석 결과 공기연행제를 사용하지 않아 소요의 간격계수와 비표면적을 얻는데 실패하였으며, 향후 공기연행제의 도입 후 실험이 진행될 필요성을 보이고 있다.

• 한국환경보건학회:학술대회논문집
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• 한국환경보건학회 2002년도 춘계 국제 학술대회
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• pp.37-39
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• 2002

Geometric mean of airborne welding fume concentration at technical high schools was 4.80mg/㎥(N.D∼35.39mg/㎥) and the percentage of samples exceeded TLV of the Korean ministry of labor was 43.6％, Geometric mean of airborne Mn concentration was 0.06mg/㎥(N.D∼0.42mg/㎥) and the percentage of samples exceeded TLV of ACGIH was 15.4％. In case of airborne Mn concentration, there is a significant difference among schools (P＜0.05). Mn concentrations in blood of the exposed and control groups were 1.84$\mu\textrm{g}$/㎗ and 1.91$\mu\textrm{g}$/㎗, respectively. Mn concentrations in urine of the exposed and control groups were 1.36$\mu\textrm{g}$/$\ell$ and 0.57$\mu\textrm{g}$/$\ell$, respectively. In case of Mn concentrations in urine, there is a significant difference between both groups(P＜0.001) and among schools(P＜0.05). Mn concentrations in blood and urine of exposed group were not over BEIs of the Korean ministry of labor. Mn levels in blood and urine were not significantly affected by smoking, drinking and residence. There was no correlation between Mn concentration in air and blood, but there was a statistically significant correlation between Mn concentration in air and urine(r=0.323). There was no a Statistically significant correlation between Mn concentration in blood and urine.

• Asian Pacific Journal of Cancer Prevention
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• 제14권11호
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• pp.6519-6522
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• 2013

Background: Genetic polymorphisms of TP63 have been suggested to influence susceptibility to lung adenocarcinoma development in East Asian populations. This study aimed to investigate the relationship between common polymorphisms in the TP63 gene and the risk of lung adenocarcinoma, as well as interactions of the polymorphisms with environmental risk factors in Chinese non-smoking females. Methods: A case-control study of 260 cases and 318 controls was conducted. Data concerning demographic and risk factors were obtained for each subject. The genetic polymorphisms were determined by Taqman real-time PCR and statistical analyses were performed using SPSS software. Results: For 10937405, carriers of the CT genotype or at least one T allele (CT/TT) had lower risks of lung adenocarcinoma compared with the homozygous wild CC genotype in Chinese nonsmoking females (adjusted ORs were 0.68 and 0.69, 95%CIs were 0.48-0.97 and 0.50-0.97, P values were 0.033 and 0.030, respectively). Allele comparison showed that the T allele of rs10937405 was associated with a decreased risk of lung adenocarcinoma with an OR of 0.78 (95%CI=0.60-1.01, P=0.059). Our results showed that exposure to cooking oil fumes was associated with increased risk of lung adenocarcinoma in Chinese nonsmoking females (adjusted OR=1.58, 95%CI=1.11-2.25, P=0.011). However, we did not observe a significant interaction of cooking oil fumes and TP63 polymorphisms. Conclusion: TP63 polymorphism might be a genetic susceptibility factor for lung adenocarcinoma in Chinese non-smoking females, but no significant interaction was found with cooking oil fume exposure.