본 연구에서는 보육시설 실내공기에서 분리된 식중독 균 주의 독소 유전자 분포와 항생제 내성을 분석하여 보육시설 실내공기에 의한 식중독 발생을 사전 예방하고 식중독 발생 시 적절한 치료를 위한 기초자료를 제공하고자 하였다. 어린이집 실내공기에서 분리된 Staphylococcus aureus 16주, Bacillus cereus 37주를 실험대상으로 하였다. S. aureus와 B. cereus 독소 유전자는 PCR 방법으로 검출하였다. 항생제 감수성 실험은 Clinical and Laboratory Standard Institute의 디스크 확산법에 따라 실험하였다. S. aureus 16 균주 중 11 균주(68.6%)에서 seg와 sei 독소 유전자가 검출되었다. B. cereus 37 균주 모두에서 nheA와 nheB 독소 유전자가 검출되었다. B. cereus 독소 유전자 패턴은 총 12개로 나타났으며 nheA-nheB-nheC 독소 유전 자가 가장 중요한 패턴으로 나타났다. S. aureus 16 균주의 항생제 감수성실험 결과 ampicillin과 penicillin 항생제 에 93.8%, 87.5% 내성을 나타내었으나 methicillin resistance Staphylococcus aureus와 vacomycin resistance Staphylococcus aureus는 검출되지 않았다. B. cereus 37 균주의 항생제 감수성 실험 결과 ampicillin과 penicillin 항생제에 100% 내성을 나타냈었다. 이러한 결과를 종합하여 볼 때 보육시 설 실내공기에 오염된 S. aureus와 B. cereus에 의한 식중독을 발생을 예방하기 위하여 주기적인 환기와 공기 질 관리가 필요한 것으로 판단되었다.

PURPOSES : In this experimental study, the resistance of blended cement concrete containing air-cooled slag (AS) and water-cooled slag (WS) to freeze–thaw action was investigated. For comparison, the durable performance of ordinary Portland cement (OPC) concrete exposed to a similar damage environment was also evaluated. METHODS : Based on the ASTM C 666 standard, the relative dynamic modulus of elasticity, mass ratio, surface electric resistivity, and compressive strength of blended cement concrete specimens were periodically measured and compared with those of OPC concrete to evaluate the durability of concrete exposed to the freezing-thawing environment. In addition, microstructural characteristics of deteriorated concrete parts were evaluated using scanning electron microscopy (SEM) and energy dispersive spectroscopy techniques to detect products formed by freeze–thaw action. RESULTS : It was found that the resistance of blended cement concrete containing AS and WS to freeze–thaw action was significantly better than that of OPC concrete. Furthermore, the SEM results revealed the frost damage of OPC concrete, owing to the formation of thaumasite. CONCLUSIONS : The application of AS in concrete can effectively improve the durability of concrete, particularly in freeze–thaw environments.

PURPOSES : This paper presents the experimental results of tests conducted on concrete produced with air-cooled (AS) and water-cooled (WS) ground blast-furnace slag exposed to multi-deterioration environments of carbonation and scaling. METHODS : Carbonated and uncarbonated concrete specimens were regularly monitored according to the ASTM C 672 standard to evaluate the durability of concrete exposed to both scaling and combined carbonation and scaling conditions. Additionally, mechanical properties, such as compressive strength, flexural strength, and surface electric resistivity, were analyzed. RESULTS : It was found that concrete specimens produced with AS and WS had a beneficial effect on the mechanical properties because of the latent hydraulic properties of the AS and WS mineral admixtures. Moreover, carbonated concrete showed good scaling resistance in comparison to uncarbonated concrete, particularly for concrete produced with AS and WS. CONCLUSIONS : The improved scaling resistance of carbonated concrete showed that AS is a suitable option for binders used in cement concrete pavements subjected to combined carbonation and scaling.

PURPOSES : Durability of concrete is traditionally based on evaluating the effect of a single deterioration mechanism such as freezing & thawing action, chloride attack, carbonation and chemical attack. In reality, however, concrete structures are subjected to varying environmental exposure conditions which often results in multi-deterioration mechanism occurring. This study presents the experimental results on the durability of concrete incorporating air-cooled slag(AS) and/or water-cooled slag(WS) exposed to multi-deterioration environments of chloride attack and freezing & thawing action. METHODS: In order to evaluate durable performance of concretes exposed to single- and multi-deterioration, relative dynamic modulus of elasticity, mass ratio and compressive strength measurements were performed. RESULTS: It was observed that multi-deterioration severely affected durability of concrete compared with single deterioration irrespective of concrete types. Additionally, the replacement of cement by AS and WS showed a beneficial effect on enhancement of concrete durability. CONCLUSIONS : It is concluded that resistance to single- and/or multi-deterioration of concrete is highly dependent on the types of binder used in the concrete. Showing the a good resistance to multi-deterioration with concrete incorporating AS, it is also concluded that the AS possibly is an option for concrete materials, especially under severe environments.

In this study, we conducted laboratory tests to evaluate the moisture resistance of the asphalt mixture containing air-cooled slag. Generally, in Korea, hydrated lime is used up to 1.5% of the aggregate weight to improve the moisture resistance of the asphalt mixture. The slag used in this study is a byproduct produced in the steel industry and can be produced through a specific process. And its chemical composition is similar to that of the hydrated lime stone and satisfies the filler quality standards of the Ministry of Land, Transport and Transport. In order to evaluate the moisture resistance of the asphalt mixture containing air-cooled slag, we conducted the dynamic immersion test, which is a non-compaction mixture test. Also we conducted the indirect tensile strength ratio test and the Hamburg wheel tracking test for compaction asphalt mixture test. As a result of the dynamic immersion test, the effect of stripping prevention was similar to that of hydrated lime because it did not show much difference from the hydrated lime mixture. In the case of indirect tensile strength test, the specimens prepared in the laboratory and on the site satisfied the quality standards of the Ministry of Land, Transport and Logistics and the TSR value increased with increasing the content of air-cooled slag. However, when the content of air-cooled slag is more than 2%, the indirect tensile strength value is getting lower. So it is judged that the appropriate content should be determined to be 2% or less. In the case of the Hamburg wheel tracking test, when the steel wheel load passed 20,000 times on the asphalt mixture containing 2% of air-cooled slag, it showed 5.27mm deformation. And the stripping point was not observed. In this study, it was found that when the air-cooled slag is used as a substitute for hydrated lime, the moisture resistance of the asphalt mixture can be improved. It is considered that the aircooled slag can be used for the asphalt pavement material through the characteristics analysis of mechanical and field application in the future

본 연구는 온실의 관류전열량을 분석하고 예측하는데 필요한 기초자료 제공을 위하여, 공기막 이중 PO필름의 열저항식을 모델링하였고, 전도, 복사, 대류에 의한 열저항 특성을 규명하였다. 또한 열저항식의 타당성 검증을 위해 열저항식에 의한 관류전열량의 계산값과 실험값을 비교·분석하였다. 공기막 이중 PO필름의 열저항식은 PO필름, 공기막, PO필름의 직렬 열저항식으로 구성되며, 공기막은 복사와 대류에 의한 병렬 열저항식으로 구성된다. 고온부 T1의 평균온도는 276.1K, 저온부 T2의 평균온도는 266.8K로 나타났으며, 다른 조건들이 동일할 경우 챔버 내부온도가 높을수록 T1과 T2의 평균온도와 온도차가 증가하는 것을 확인할 수 있었다. 전도열저항은 0.00091K ·W−1로 전체 열저항의 1% 미만으로 매우 미미한 수준이고, 공기막의 열저항이 0.18K ·W−1로 전체 열저항의 99% 이상을 차지하는 것으로 나타났다. 공기막의 경우 대류열 저항이 복사열저항에 비해 1.33~2.08배 정도 크게 나타났으며, 복사열저항은 평균온도의 3제곱에 반비례하고 대류열저항은 온도차가 4.7, 5.3, 5.5, 5.7, 12.3, 13.2, 13.3, 13.5, 13.8 및 14.0K로 증가할 때 각각 0.78, 0.75, 0.74, 0.73, 0.57, 0.56, 0.56, 0.56, 0.55 및 0.55K ·W−1 로 감소하였다. 관류전열량의 계산값과 실험값의 차이는 실험조건별로 0.6~17.2W의 범위로 평균 6.9W였으며, 실험값은 계산값의 79.8~97.7% 범위로 평균 87.3% 수준으로 나타났다. 전체적인 계산값과 실험값의 관류전열량 경향성은 잘 일치하고 있으며, 공기막 이중필름의 열 저항은 공기막 두께 및 주입공기의 종류와는 직접적인 상관관계를 보이지 않았다.

Recently, national attention on the regulations for carbon dioxide emission has risen. Thus, diverse attempts are being actively carried out to reduce the resistance of ships and to develop a new propelling system that reduces the emission of carbon dioxide. This study presents to induce a way to utilize the generated wind power for the electrical energy source of a ship’s lighting, air conditioning and heating by installing a compact wind power facility on the experiment target; a small size high-speed vessel. The vessel targeted for application is a 30ft high-speed leisure boat made of aluminum alloy. The wind power facility installed on the hull and the batteries that will be charged by the electric energy generated by the wind power system were considered at the designing stage of the boat. A new presumption equation for air resistance of wind turbines and efficient measures for management are suggested based on a model test that verifies the basic performance of the wind-powered leisure boat.

The capacity of a pressure fan can be designed based on the air flow resistance of containers packed with fruits and vegetables in a pressure cooling system. This study was conducted to develop an air flow resistance model that was dependent on changes in the air flow rate and the method of stacking containers. The air flow resistance of a container packed with uniformly shaped balls was 1.5 times greater than the sum of the air flow resistance of a vacant container and that of a wire net container packed with only balls. In addition, the air flow resistance increased exponentially as the width of the stacks increased; however, the air flow resistance did not increase greatly as the length and height of the stacks increased, which indicates that the air flow resistance is primarily influenced by the width of the stack in the air flow direction. The air flow resistance in two lines of stacking was up to 17% less than that of the width of the stack. It was also possible to determine the air flow resistance using a function of the air flow resistance through a single container and develop a prediction model. A prediction model of air flow resistance that is dependent on the stacking method and the air flow resistance of a single container was developed.

활주형선은 고속 운항시 선저에 동적압력을 발생시켜 선체를 부상시켜 침수표면적을 감소시킴으로서 저항이 감소하게 되어 고속의 항주가 가능하게 된다. 또한, 활주형선 선저부에 공기공급을 유도하면 고속 주행시 선저 공기공급에 따른 접수면 감소로 인하여 전체저항 감소에 따른 속도향상과 연비절감 효과가 있다. 이에, 본 논문에서는 고속 모형시험이 가능한 실 해역모형시험기법을 이용하여 고속 활주형선을 대상으로 선저부에 공기공급을 유도하여 침수표면적 감소에 따른 저항성능 개선을 위해 공기공급 유무에 따른 고속 활주형선의 저항특성을 비교, 분석하였다. 시험결과, 선저 공기공급 활주형선이 공기공급이 없는 선형에 비해 저항감소 효과가 현저하게 나타나는 것을 확인할 수 있었다.