• Journal of the Society of Cosmetic Scientists of Korea
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• v.28 no.1
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• pp.15-30
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• 2002

최근 화장품 사용인구의 증가와 안전성에 대한 관심 증대에 따라 화장품 중 유해성분 함유에 대한 논란이 종종 있어왔다. 화장품에 대한 전문적 지식이 없는 사람들에 의하여 진행된 잘못된 정보로 인하여 화장품 중에 포함된 모든 중금속이 인체에 심각한 영향을 초래한다는 등의 오해를 불러와 관련 업계에 적지 않은 피해를 주기도 하였다. 이에 본 자료에서는 구체적 근거자료와 연구 논문들을 기반으로 유해한 중금속, 안전하여 사용이 공인된 중금속 등을 조사하여 화장품에서의 중금속의 개념을 정립하고자 하였다. 국내에서는 식품의약품안전청 고시 제2000-27호에 화장품에 포함되었을 때 유해한 중금속으로 납, 비소 및 수은을 명시하고 그 규제농도를 규정하고 있다. 규제 중금속은 아니지만 피부에 알러지를 일으키는 중금속으로는 니켈이 있는데 화장품 중 몇몇 제품군에서 소량(수∼수십ppm) 이 검출되기도 한다. 그러나 이는 일상으로 사용하는 각종 귀금속, 시계, 안경테, 클립, 지퍼 등의 금속 용품에 포함된 니켈의 양(수∼수십%)에 비하여 매우 적은 양이며 정상적인 사람에게는 무해하다. 실제 대다수의 니켈 알러지는 화장품이 아닌 귀금속이나 시계 등의 금속류 제품 등에 의하여 유발된다. 또한 많은 종류의 중금속 화합물이 화장품 원료로 사용되고 있다. 전세계적으로 널리 사용되는 것으로 크롬, 망간, 비스머스, 구리, 철, 코발트, 티타늄, 아연 등의 화합물이 있으며 이들은 각종 화장품 공정서 및 원료집 등에 수재되어 사용되고 있다. 이들 중 코발트와 크롬이 피부에 유해하다는 몇몇 보고가 있지만, 이는 이들 원소의 수용성염형태의 특정 화합물인 cobalt chloride와 chromate 및 dichromate의 염에 관한 것으로 화장품에서 사용되는 불용성 산화물인 cobalt aluminum oxide, cobalt titanium oxide, cobalt blue, chromium oxde greens 및 chromium hydroide green 등, 국제적으로 널리 사용되는 안전한 중금속 화합물과는 그 특성 및 독성이 판이하게 다르다. 따라서 화장품에서는 매우 안전한 중금속 화합물만이 사용된다. 업계는 유해 중금속에 관해서는 규제에 입각한 엄격한 품질관리에 힘쓰고 중금속의 화학적 분자구조(수용성염 vs 불용성산화물)를 구별할 수 있는 분석방법 개발에 주력하여야 한다. 그리고 안전한 화장품을 사용하고자 하는 소비자의 욕구를 충족시키고 잘못된 인식과 보도로 인하여 안전한 화장품이 유해한 것으로 오도되는 것을 막아야 할 것이다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.21 no.2
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• pp.130-137
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• 2017

Due to the economic growth and development of construction technology, a role of foundation to resist heavy loads has been increased. In this present study to improve the structural performance of reinforced concrete pile, the precast HPC pile reinforced with rebar and filling concrete was developed and the strength of pile was predicted based on the limit state design method. The safety of HPC pile strength was evaluated by comparing with the design values. The geometry of HPC pile is a decagon cross section with a maximum width of 500 mm and a minimum width of 475 mm, and the hollow head of pile thickness is 70 mm. The inner area of the hollow head part was made as the square ribbed shape presented in the limit state design code in order to achieve horizontal shear strength between pile concrete and filling concrete. From the shear test results, it was found that the stable shear strength were secured without abrupt failure until maximum load stage despite the shear cracks was found. Shear strength is 135% and 119% higher than that of design value calculated from limit state design code. The driving test results of HPC pile according to the presence of additional reinforcement showed the outstanding crack resistance against impact loads condition. From the bending test results the flexural load between PHC pile and HPC pile was 1.51 times and 1.48 times higher than that of the design flexural load of conventional PHC pile.

• Journal of the Korean Society of Hazard Mitigation
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• v.10 no.5
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• pp.117-124
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• 2010

Most of the rivers which exist in nature are not a single river but the network that is composed of several branches and mainstreams. The river network are more complicated than other sigle rivers and streams. Therefore the hydraulic characteristics are sensitively changed by reduction and expansion of the width in the confluence or the variation of the flux. In this paper, the hydraulic characteristics were calculated by the change of the width and length in the confluence and the hydraulic model test. The deposit of confluence emerged at the left bank, right bank and the stagnation sector. As the total flow in the branch have increased, stagnation of the left bank and right bank have decreased. When the width of the downstream have been get smaller from 3 m to 2 m, the deposit of the left bank and right bank and stagnation sector have decreased. But as the eddy flow in the center of the confluence is occurred, the erosion has been increased. The result of this paper can be used as a basic data of water management around the junction and for maintenance on the ground of development of the river.

• Journal of the Korea institute for structural maintenance and inspection
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• v.23 no.1
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• pp.71-77
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• 2019

Recently, most of the pile foundations have been applied as a method to transfer the heavy load of the structure to the ground with high bearing capacity. In this study, the pile-cap behavior between foundation and hollow-head precast reinforced concrete(HPC) pile reinforced with longitudinal rebar and filling concrete was experimentally evaluated depending on the cyclic load and reinforcement ratio. As the drift ratio increases, it was found that the cracks pattern and fracture behavior of two types of pile-cap specimens according to the reinforcement ratio were evaluated to be similar. As the reinforcement ratio increases by 1.77 times, the BS-H25 specimen increases the maximum load by 1.47 times compared to the BS-H19 specimen. However, the ductility ratio of positive and negative was decreased by 76% and 70% respectively. After the yielding of the pile-cap reinforcing rebars, the positive and negative stiffness of the all specimens were decreased by a range from 66% to 71% and a range from 54% to 57% respectively, and the average stiffness of BS-H25 specimen is 13% higher than that of BS-H19 specimen. The cumulative dissipated energy capacity of BS-H19 and BS-H25 specimen under ultimate load state is 5.5 times and 6.6 times higher than that of service load state.