• 한국안전학회지
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• 제38권2호
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• pp.44-51
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• 2023

With the recent increase in gas energy use, risk management for explosion accidents has been emphasized. Protective walls can be used to reduce damage from explosions. The KOSHA GUIDE D-65-2018 suggests the minimum thickness and height of protective walls, minimum reinforcement diameter, and maximum spacing of reinforcements for the structural safety of the protective walls. However, no related evidence has been presented. In this study, the blast load carrying capacity of the protective wall was analyzed by the pressure-impulse diagrams while changing the yield strength of the reinforcement, concrete compressive strength, reinforcement ratio, protective wall height, and thickness, to check the adequacy of the KOSHA GUIDE. Results show that failure may occur even with design based on the criteria presented by KOSHA GUIDE. In order to achieve structural safety of protective walls, additional criteria for minimum reinforcement yield strength and maximum height of protective wall are suggested for inclusion in KOSHA GUIDE. Moreover, the existing value for minimum reinforcement ratio and the thickness of the protective wall should be increased.

• 한국군사과학기술학회지
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• 제12권5호
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• pp.571-576
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• 2009

In terms of protective engineering, there are no noticeable researches regarding covered-positions for smaller units in South Korea. So, standards to maintain and build protective facilities for larger units have been applied in ones for smaller units without any adjustment. The previous study was to calculate penetration depth of the concrete walls because the experiment performed indoor. In this outdoor experiment, velocity of projectile impact as one of the other important factors was considered to prove the validity of 30cm concrete wall thickness as effective protective level of the covered-position. Random effects and extraneous variables which could be occurred in outdoors experiment were controlled with statistical techniques. As a result, velocity of projectile impact was significant variable and the given standard, 30cm thickness of concrete walls was as valid as ever.

• 한국염색가공학회지
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• 제20권4호
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• pp.31-42
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• 2008

Tricrecyl phosphate(TCP)-containing polyurea microcapsules were prepared by interfacial polymerization using aromatic 2,4-toluene diisocyanate(TDI) and ethylenediamine(EDA) as wall forming materials. The effects of the protective colloids of polyvinylalcohol(PVA) and gelatin were investigated through experimentation. The mean size of prepared polyurea microcapsules was smaller and the surface morphology of the microcapsule prepared by the PVA as protective colloid was much smoother than the gelatin. As the concentration of protective colloid increased, the wall membrane of the polyurea microcapsules became more stable, the thermal stability of the wall membrane increased, the mean particle size became smaller, and the particle distribution was more uniform. PET containg microTCPs have a higher activation energy of decomposition, higher char content and lower heat of combustion.

• 한국염색가공학회지
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• 제19권5호
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• pp.30-36
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• 2007

Cypermethrin-containing polyurea microcapsules were prepared by interfacial polymerization using aromatic 2,4-toluene diisocyanate(TDI) and Ethylene diamine(EDA) as wall forming materials. The effects of the protective colloids of polyvinylalcohol(PVA) and gelatin were investigated through experimentation. The mean size of the polyurea microcapsules was smaller and the surface morphology of the PVA was much smoother than gelatin. In addition the release behavior was much more controlled and better sustained. As the concentration of protective colloid increased, the wall membrane of the polyurea microcapsules became more stable, the thermal stability of the wall membrane increased, the mean particle size became smaller, and the particle distribution was more uniform. The release behavior of the core material changed according to the concentration. As the gelatin concentration was increased, a more controlled and sustained release behavior was observed. However, in the case of PVA, the increase of PVA concentration lead to a more rapid release rate.

• 한국건축시공학회지
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• 제13권5호
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• pp.465-473
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• 2013

콘크리트는 충격 및 폭발에 대한 저항능력이 우수한 재료이지만, 국부적인 파괴가 발생하는 한계가 있다. 콘크리트의 방호성능 향상기법은 기존에는 부재의 두께를 증가시키는 것이었으나, 이는 공간의 활용에 있어 비효율 적이다. 최근에는 섬유보강 콘크리트는 콘크리트 자체의 휨인성을 증가시켜, 충격 및 폭발에 대한 저항능력을 향상시킨 방호재료의 개발 및 적용이 고려되고 있다. 본 연구에서는 섬유보강 콘크리트 및 모르타르에 대하여 고속 비상체의 충돌에 의한 내충격 성능을 평가하였으며, 그 결과를 바탕으로 방호벽으로 활용할 수 있는 콘크리트 T-wall을 제작하여 155 mm 포탄의 파편에 대한 방호성능을 검토하였다. 그 결과, 섬유보강으로 인한 휨 인성의 향상은 고속 비상체의 충돌에 의한 배면박리를 억제하는 것으로 나타났으며 155 mm 포탄의 파편 충돌에 있어 배면균열 및 표면의 콘크리트의 박락 등이 억제되어 섬유보강으로 인하여 방호벽의 성능 향상 및 부재두께를 감소할 수 있을 것으로 판단된다.

• 약학회지
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• 제52권6호
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• pp.494-499
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• 2008

The role of antibody in the fungal infections is controversial. However, our previous reports showed a certain epitope in Candida albicans cell wall (CACW) induces protective antibody. A major problem is that the epitope isolation requires tremendous time with high cost. This aspect led us to investigate a simple way inducing protective antibodies against C. albicans. In the present study, we determined if $18{\beta}$-glycyrrhetinic acid ($18{\beta}$-GA) from Glabrae Radix (a family of Leguminosae) has immunoadjuvant activity. Data displayed that the $18{\beta}$-GA suppressed proliferations of both T- and Blymphocytes at high concentrations, whereas below 20 ${\mu}M$ concentration the compound supported the proliferations. These observations indicate that $18{\beta}$-GA has immunoregulatory activity. Based on this observation, an immunoadjuvant effect was examined at the low concentration. Results from animal experiments showed that CACW combined with or without $18{\beta}$-GA produced the anti-C. albicans antiserum in mice. Nevertheless, the CACW combined with $18{\beta}$-GA formula only protected mice against disseminated candidiasis (P<0.05). These data implicate that $18{\beta}$-GA has immunoadjuvant activity, which may provoke the CACW antigen to induce protective antibody. Currently, we are investigating possible mechanism of how the $18{\beta}$-GA provokes such protective immunity against the disseminated disease.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 가을학술발표대회논문집
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• pp.275-276
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• 2023

This study introduces the current progress of study on the development of protective wall aimed at preventing the spread of ultra-fast fires and ensuring fire safety in industrial facilities.

• 한국군사과학기술학회지
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• 제16권4호
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• pp.493-500
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• 2013

In this study, it was evaluated the protective performance of the protection material for filed of the army by impact of fragment from the explosion of 155mm artillery shell to propose the improvement items. And it was evaluated the protection materials for structural boby such as corrugated steel plate, concrete block, prevention paint of explosion, aluminum foam and concrete T-wall by impact of fragment of 155mm artillery shells and explosion-induced pressure of C-4 explosive. As a result, protective performance of the existing protective material was superior but reinforcement is necessary for secondary damage because sand is leaking. The protective performance of new protective materials was greater than existing protective materials. And it can be used for protective materials.

• 한국산학기술학회논문지
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• 제22권6호
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• pp.573-582
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• 2021

본 연구에서는 고폭탄과 같은 고위험 탄약에 대한 신뢰성 시험을 수행하는 기관에서 갖추어야 할 방호벽에 대해 유효 방호력을 평가하였다. 고폭탄이 인원에게 줄 수 있는 영향은 폭발압력에 의한 고막, 폐의 손상 등과 폭발과 동시에 발생한 파편에 의해 받을 수 있는 관통상이 있다. 따라서 COMP B가 충전되어있는 고폭탄을 기준으로, 피해 정도를 산정하기 위한 폭발방호 이론과 수치적 계산과 시뮬레이션을 통한 방호력 검증을 수행하였다. 수치적 계산 결과 시나리오로 설정된 방호벽과 폭발원점의 거리(7 m)에서 고폭탄 폭발 시 방호벽에 미치는 최대 폭발압력은 77.74 kPa이었으며, 50 mm 두께의 방호벽에 대한 파편의 관통력은 41.34 mm로 계산되었다. AUTODYN을 활용한 시뮬레이션 검증에서는 방호벽과 인원에게 영향을 주는 최대 폭발압력은 각각 58.68 kPa과 18.175 kPa이었으며, 파편의 관통력은 35.56 mm였다. 이 수치는 인간의 피해 한계보다 낮은 수치로 방호벽의 방호력은 유효할 것으로 판단되었다.

• Corrosion Science and Technology
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• 제7권5호
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• pp.265-268
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• 2008

Prestressed Concrete Cylinder Pipe(PCCP) had became one of the dominating kinds of pipes substituting for steel pipes because of its unique feature (high intensity, high pressure and high leakproofness). PCCP was produced firstly by Bonna company in France. By the end of 20th century, there were over 19000 km of this product installed in America. PCCP was introduced from Ameron company by Shandong Eletric Power Pipeline Engineering Company in 1988. As the statistical data in 2002, 700 km of PCCP had been applied in China, and the application trended towards rapid increase.Since prestressing wire would be corroded in environment, Several accidents due to the breakdown of pipe had happened. Consequently the external wall of pipe should be covered with protective coatings. There was a lack of technical study in corrosion and control of PCCP, because PCCP had been applied for a short time in China. in order to ensure the service life of PCCP, we have developed a kind of protective coating for concrete pipe, which had high intensity and anti-corrosive property with convenient applicability. The physical and chemical properties, painting technology and field application of this coating was introduced in the paper, at the same time, the future of external protective coating for PCCP was looked into.