• Journal of the Korea Concrete Institute
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• v.19 no.1
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• pp.39-46
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• 2007

In this study, for the establishment of the performance evaluation methods and the quality control standards of durability recovery method, the quantitative exposure data by long term exposure test under the coast and normal atmosphere is accumulated and analyzed. Investigating and evaluating the result of exposure test during 30 months of exposure age under the coastal and normal atmosphere environment, carbonation depth and chloride-ion penetration depth very little penetrated than cover depth. It seems reasonable to conclude that main cause of Corrosion of reinforcing bar are chloride-ion and macro cell from the result of corrosion area and corrosion velocity. Therefore, it is considered to be applied as the fundamental data on the performance evaluation and quality control standards of repair material and method through continuous exposure test in the future.

• Journal of the Korea Concrete Institute
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• v.16 no.5 s.83
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• pp.659-666
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• 2004

In this study, for the establishment of the performance evaluation methods and the quality control standard of durability recovery method, the quantitative exposure data by long term exposure test under the coast and air environment is accumulated and analyzed. Investigating and evaluating the result of exposure test during 18 months of exposure age under the coastal and normal atmosphere environment, micro crack, swelling and spatting of surface coating material crack of repair standards of repair material and method through continuous exposure test in the future.

• Journal of Environmental Health Sciences
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• v.24 no.3
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• pp.92-98
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• 1998

작업장에서 근로자들이 엔진오일 등 각종 오일에 피부가 폭로되었을 때 이것을 쉽게 세척하기 위하여 일반적으로 솔벤트를 사용한다. 그러나 솔벤트를 사용하면 피부를 건조하게 만들 뿐만 아니라 오일에 함유되어 있는 각종 성분들을 피부내에 흡수되는 것을 촉진시킬 수 있어서 이에대한 대처방법이 요구된다. 특히 폐가솔닐엔진오일데는 방향족탄화수소(PAHs)와 같은 물질이 함유되어 있어 체내에 흡수되면 발암물질로 대사되어 표적장기(피부와 폐조직)에서 DNA adducts를 높은 수준으로 형성한다고 알려져 있다. 본 연구에서는 식물기름에서 구할 수 있는 d-라이모닌(Limonene)를 세척제로 사용하여 폐가솔린엔진오일의 폭로로 인하여 형성되는 DNA adducts를 $^{32}P-postlabeling방법으로 분석함으로써 d-라이모닌의 세척효과를 평가하고자 하였다. HDC(ICR) Br 자성마우스의 견갑골 부위에 있는 털을 제거하고 그 부위에 폐가솔린엔진오일을 폭로시키고 1시간과 8시간이 지난 다음에 d-라이모닌으로 각각 세척을 하였다. 마지막 폭로를 마치고 24시간이 지난 다음에 실험동물을 희생시켜 표적장기(폭로된 피부와 폐)에서 시료를 채취하였다. 먼저 시료에서 DNA를 분리하여 가수분해한 다음에 $^{32}P-postlabeling하여 DNA adducts를 분리하였다. 폐가솔린엔진오일만 폭로시킨 그룹의 피부와 폐조직에 형성된 DNA adducts가 각각 30.3$\pm$3.7과 15.7$\pm$2.4로서 대조군(2.5$\pm$1.0과 1.4$\pm$0.4)에 비하여 통계적으로 유의하게 높았고 (p<0.01), 또한 폐조직에서 보다 피부조직에서 통계적으로 유의하게 높았다(p<0.01). 폐가솔린엔진오일을 폭로시킨 후에 d-라이모닌으로 세척한 그룹에서는 피부와 폐조직에 형성된 DNA adducts가 통계적으로 유의하게 감소하였는데(p<0.01), 8시간 보다는 1시간이 지난 다음에 세척한 그룹에서 DNA adducts의 감소현상이 더 크게 나타났다. 결론적으로 피부에 폭로된 폐가솔린 엔진오일을 d-라이모닌으로 세척하면 폐가솔닐엔진오일내에 함유된 발암물질이 체내흡수되는 것이 억제되고, 피부와 폐조직 모두에서 DNA adducts의 형성을 감소시킬 수 있으며, 폐오일이 폭로된 후 빨리 세척하는 것이 더 효과적임을 증명하였다.

• Journal of the Korea Concrete Institute
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• v.20 no.3
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• pp.283-290
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• 2008

The repair technique using surface impregnation of reactive compound is so effective for deteriorated concrete structures that many researches are recently focused on these works. Particularly, inorganic impregnant is regarded as ecofriendly material because there is no air-pollution during manufacturing process as well as field coating works. Furthermore, The delamination between old concrete and impregnated surface does not occur, resulting from different material characteristics. In order to evaluate the durability performance of surface-impregnated concrete, durability evaluation through the long-term exposure tests is significant, however, experiments are usually limited to the temporary and qualitative laboratorial scope. In this study, durability characteristics for inorganic and organic/inorganic impregnated concrete specimens are evaluated through longterm chloride exposure test. The specimens with 21MPa and 34MPa strength have been prepared and exposed to chloride attack in the atmospheric, tidal, and submerged conditions. Evaluation for compressive strength, chloride penetration, and electrical potential (half cell potential) for steel corrosion are performed for the specimens exposed for 2 years. From the results, no distinct strength gaining is observed but the resistance to chloride penetration and steel corrosion is evaluated to be improved through surface impregnation. The more improved resistance to chloride attack is measured in the inorganic impregnated concrete and the results from atmospheric condition show more improved resistance to chloride attack than those from submerged and tidal condition.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2013.11a
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• pp.141-142
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• 2013

철골건축물은 화재에 취약한 구조로써 내화성능 확보를 위하여 내화피복이 필수적이다. 국내에서 가장 많이 사용되고 있는 철골내화피복재는 내화뿜칠재로 폭 넓게 사용되고 있으나, 기존 제도에서 인정 당시의 내화성능은 확인이 가능하나 시간경과에 따른 내구성저하와 이에 따른 내화성능 저하가 예상된다. 이에 본 연구에서는 실내조건에서 장시간 자연폭로실험을 실시함으로써 내화뿜칠피복재의 시간경과에 따른 내화성능 저하현상을 확인하였다.

• Journal of Environmental Science International
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• v.16 no.5
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• pp.665-670
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• 2007

In this study, we evaluated the property change and relationship between hematological and biochemical parameters in exposure group and control group by multiple inhalation exposure, of $NO_2$. In case of leukocyte, change of hematological property increased significantly in statistics (p<0.05) in mice experiment. in case of hematocrit of exposure group, it was of decreased significantly in statistics. the tendency of hemoglobin and hematocrit was similar to all for three case. in case of methmoglobin that of the exposure group in mice experiment was meaning increased(p<0.05). For the $NO_2$ influence in biochemical property, total protein and triglyceride was decreased but not significant in statistics, albumin was decreased in the exposure group in the animal experiments, blood urea nitrogen and creatinine increased significantly in statistics in the animal experiments. uric acid and lactate dehydrogenase in serum increased significantly in the exposure group. We have to evaluate risk assessment for the $NO_2$ of indoor air pollutant in low concentration and long time.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2007.04a
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• pp.129-132
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• 2007

In this study, for the establishment of the performance evaluation methods of repair material and method for reinforced concrete structure and the quality control standards of durability recovery method, the quantitative exposure data by exposure experiment under the coastal and normal atmosphere environment is accumulated and analyzed. Investigating and evaluating the result of exposure experiment during 54 months of exposure age under the coastal and normal atmosphere environment, Micro crack, swelling and spatting of surface coating material, crack of repair boundary parts and the great potential difference between repair part and non-repair part were somewhat generated. And the result shown that exposure specimen of coastal environment had lower electrode potential than exposure specimen of normal atmosphere environment.

• Journal of the Korea Concrete Institute
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• v.20 no.6
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• pp.773-784
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• 2008

Even if the exploitation of copper slag produced during the smelting process of copper as aggregate for construction purpose has been permitted since 2004 in Korea, the lack of sufficient data enabling to evaluate its long-term stability that is its durability has to date impeded its application. This study intends to investigate experimentally the durability characteristics of 18 and 27 MPa-class commercial concretes in which natural sand (fine aggregates) has been partially replaced by copper slag through accelerated and exposure tests so as to provide bases promoting the application of copper slag concrete. The experimental results revealed insignificant difference of the durability characteristics in most of the mix proportions in which 30% of natural sand was replaced by copper slag. In the case where crushed sand was adopted, tests verified similar characteristics for replacement ratio of 50%. Particularly, the results of the exposure test conducted during 8 years demonstrated that equivalent level of durability was secured compared to the case using natural sand. In the case of 18MPa-class lower grade concrete, exposure test verified also that the physical lifetime similar to 50 years could be secured until carbonation reaches cover depth of 20 mm.

• Proceedings of the Korea Concrete Institute Conference
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• 2005.05b
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• pp.197-200
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• 2005

In this study, for the establishment of the performance evaluation methods and the quality control standards of durability recovery method, the quantitative exposure data by long term exposure test under the coast is accumulated and analyzed Investigating and evaluating the result of exposure test at 30 month of exposure age under the coastal environment, carbonation and salt damage are not happened at all but the difference in electric potential are found. Therefore, it is considered that the reinforcement corrosion at replacement with repair material are caused by active-passive corrosion macrocells.

• Journal of the Korean Society for Railway
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• v.9 no.4 s.35
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• pp.349-356
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• 2006

At present, the selecting system and analytic estimation criterion on repair materials and methods of the deteriorated RC structures have not yet been set up in domestic. Under these circumstances, deterioration such as shrinkage crack, corrosion of rebar has been often occurred after repair, and this finally results in too frequent repairs. In this study, three types of repair methods were experimentally investigated by the accelerating test in a combined deterioration chamber and long-term field exposure test. Three types of repair methods applied in this study belong to a group of polymer cement mortar, which is commonly used in repair works. According to the results of this study, durability of repair mortar layers and corrosion properties of recovered rebar could be investigated in short period by the accelerating test in a combined deterioration chamber, which can simulate the condition of repeated high-and-low temperature and repeated dry-and-wet environment, spraying chloride solution and emitting $CO_2$ gas. After 36 month long-term filed exposure test in the coastal area, harmful macro-cracks are observed in the polymer cement mortar layer of some repair methods. These crack are considered to result from drying shrinkage of polymer cement mortar. Also, after 36 month exposure, amount of corrosion area and weight loss of rebar are found to be different according to the types of repair methods.