• Journal of Nutrition and Health
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• 제29권10호
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• pp.1096-1104
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• 1996

This study was performed to evaluate the effect of sodium cholride supplementation on bone metabolism in female rats consuming a low calcium diet. Twenty five female rats were divided into three dietary groups (control Na : 0.1038%, 1% Na : 1.036%, 2% Na : 2.072%). All experimental diets contained 0.27% Ca and were fed to rats with deionized water for 7 weeks. Bone mineral density(BMD) and bone mineral content(BMC) of total body, spine and femur were measured using energy x-ray absorptiometry(DEXA) by small animal software. Then Ca efficiency was calculated from BMD and BMC. Serum Ca, P, Na and urine Ca, P, Na were determined. Urinary pyridinoline, serum ALP were measured to monitor bone resorption. Following 7 weeks, sodium cholride supplemented groups had higher urinary Ca excreteion, urinary pyridinoline, crosslinks value and serum ALP. There was no significant difference in case of serum Ca among all groups. Sodium chloride supplemnted groups had lower Ca effciency of total, spine and femur BMD and BMC than that of control group. In conclusion high salt intake not only increases urinary Ca excretion as urinary Na excretion does but also increase bone resorption and decrease Ca efficiency of each bone. It is been suggested that high salt intake may be harmful for bone maintenance. Therfore, the decrease of salt intake to the level of recommendation would be desirable.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1994년도 가을 학술발표회 논문집
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• pp.87-92
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• 1994

The main objective of this study is to determine the critical chloride ion concentrations in the pore solutions causing depassivation of steel reinforcement in concrete made with cements of different $C_3A$ contents. Cement pastes with water-ratio of 0.5 were prepared using four cements with $C_3A$ contents of 0.46, 5.97, 9.14, and 9.65 percent. The pastes were allowed to hydrate in sealed containers for 28days and then objected to pore solution expression. The expressed pore fluids were analyzed for chloride and hydroxyl ion concentrations. It was found that the free cholride concentration in the pore solution decreases significantly with an increase in the $C_3A$ content of the cement. With increasing level of chloride addition, although the alsolute amount of bound chloride increase, the ratio of bound to total chlorides decreases.

• 한국해양공학회지
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• 제12권3호통권29호
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• pp.68-74
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• 1998

An increase of concrete construction in marine environments as well as an increasing use of marine aggregate at the mixing stage of concrete has provoked an important problem. A high concentration of chloride ion in the vicinity of steel bars in concrete is the principal cause of premature reinforcement corrosion in concrete structures. In this study, the behavior of chloride ions introduced into concrete from concrete surface by marine evironment was analysed. A mathematical model including the diffusion of chloride ion in aqueous phase of pores, the adsorption and desorption of chloride ions to and from the surface of solid phase of concrete and the chemical reactions of chloride ions with solid phase was presented. Finite element method was employed to carry out numerical analysis. The results of this study may be used to predict the onset of reinforcement corrosion and to identify the maximum limit of chloride ions contained in concrete admixtures.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1996년도 가을 학술발표회 논문집
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• pp.196-200
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• 1996

In the case of construction under the marine environment the durability of concrete structures is everely deteriorated by the penetration of salts which results in the corrosion of reinforcing steel. To verify the effect of corrosion protection of reinforcing steel by isolating the penetration of chlorideion this study investigated the bond strength between painting material and concrete, the degree of the penetration-diffusion of chloride ion and the accelerated corrosion test using different potential. Results show that the painted concrete has little the penetration-diffusion of cholride and the reinforcing steel in painted concrete is little corroding.

• 한국임상수의학회지
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• 제17권1호
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• pp.57-61
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• 2000

This study was designed to examine therapeutic effect of bee(Apis mellifera L.) venom in calves with bacterial diarrhea. Calves with bacterial diarrhea were administered with bee venom and therapeutic drug, respectively. In the bee venom-treated group, 69 calves were acupunctured once a day for 3 conseutive days. Two local acupoints of Jiao-chao(GV-1, at the indentation between the base of tail and the anus) and Bai-hui(GV -20, in the dorsal midline of the lumbo-sacral space) were stung by the bee. In the therapeutic drug-treated group, 55 claves were intramuscularly injected with a standard dosage of antibiotic (ciprofloxacin, 2.5 mg/kg of body weight) and antidiarrheal drug (berberine cholride, 10mg/head) once a day for 3 consecutive days. At post-treatment, 81.2% of the bee venom-treated calves and 76.4% of the therapeutic drugtreated calves were recovered from bacterial diarrhea. Bee acupuncture therapy showed in calves without side effects such as allergy hemorrhage, or infection. It might be concluded that apitherapy was affective in controlling of calves with bacterial diarrhea.

• 한국관광식음료학회지:관광식음료경영연구
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• 제9권
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• pp.15-32
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• 1998

This experiment was carried out to evaluated biological availability of calcium inthe sea mustard, sea tangle and sea lettuce in the rats. Standard diets were made to supply 0.3% of Ca from CaCO3. Consequently, levels each test ingredients to be added were sets by their Cacontents. The ingredients such as sea mustard, sea tangle and sea lettuce wereadded to basal diet at levels of 15.23%, 12.66% and 23.42% respectively. Ingredients of the basal diet were soybean protein, corn oil, alpha-cellulose, methionine, choline cholride and vitamin and mineral premix. Dextrose was added at level up to 100%. Amount of soybean protein was adjustable to make all the diets isontrogenous. Rats were fed ad libitum the diets for 13 days. The results were summarized as follow: 1. Serum calcium levels of the sea mustard group(15.23%) were higher than those of the other group, but rats fed sea lettuce diets appeared to have the lowest value. 2. Ca concentration in tibia were lower in rats fed with sea lettuce, rather than in those with standard diet. 3. Ca concentration in femur of the rats fed seaweeds did not show any significant difference among groups. 4. In the liver weight in groups fed on the all experimental groups were decreased more than that in the case of the standard diet groups.

• 한국동물학회지
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• 제3권1호
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• pp.9-12
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• 1960

The present status of insecticide resistance of Korean mosquitoes is still unknown. The experiment cited below is a part of our series of resistance tests on Korean mosquitoes. The test was carried out during the summer of 1959 to ascertain the degree of resistance of Culex pipiens to insecticides currently used. Culex pipiens eggs were collected from ditches in Seoul City and reared in laboratory with media consisted of the following : Distrilled water 1.0 liter, Magnesium sulfate (MgSO$_4$.7$H_2O$) 1.0gram , Calcium sulfate (CasO$_4$.2$H_2O$) 0.5gram ; Sodium cholride 0.5 gram. A Sufficient amount of beer yeast was also used as a larvar food. Late third and early fourth instar larvae were selected for testing. The results are summarized in the following. THe LC-50 of Culex pipiens to insecticides were 0.061 ppm in p, p-DDT , 0.045 ppm in ${\gamma}$-BHC and0.029 ppm in malathion. Comparing these with LC-50 doses of Orlando laboratory strain, it can be pointed out that the present resistance of Seoul strain shows about a ten-fold increase in DDt, and a fourfold increase in ${\gamma}$-BHC . The resistance development of the Seoul strain has, however, not arisen so markedly as compared with data observed in other parts of Far Eastern areas received heavy insecticidal operations.

• 콘크리트학회지
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• 제7권6호
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• pp.209-215
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• 1995

철근의 부식은 철근콘크리트 구조물의 열화에 가장 영향이 큰 요소이며, 염화물 이온에 의한 염해는 철근부식을 일으키는 가장 일반적인 원인 중의 하나이다. 본 연구는 콘크리트의 성능개선과 내구성 향상을 위해 사용량이 증가하고 있는 플라이 애쉬의 시멘트 경화체 내에서의 $Cl^-$고정화에 미치는 영향을 검토하기 위해 밀봉용기 내에서 양생시킨 재령28일 공시체의 세공용액을 추출하여 세공용액 중의 $Cl^-$, $OH^-$농도 측정과 세공용액 추출용과 같은 배합 공시체의 증발수량 측정으로 세공용액량 및 시멘트 페이스트내에서의 $Cl^-$ 고정화량을 산정한 것이다. 연구결과 플라이 애쉬 치환이 시멘트 경화체내 세공용액의 $Cl^-$농도와 프리델씨염 생성량 및 고정화량 증가에 미치는 영향은 거의 없고, 철근부식에 관계하는 $Cl^-$/$OH^-$는 증가하는 것으로 나타났다.

• 한국구조물진단유지관리공학회 논문집
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• 제14권2호
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• pp.171-175
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• 2010

본 연구는 동결융해, 염해 및 중성화가 복합적으로 작용하는 콘크리트 구조물의 내구성능을 평가하기 위하여 일반강도 콘크리트를 대상으로 동결수를 달리하여 동결융해 시험을 실시함으로서 염해와 동결융해 복합작용에 의한 콘크리트의 열화를 평가하였고, 염해, 동결융해 및 중성화의 세가지 열화가 복합적으로 발생되는 복합열화에 대해서는 적절한 평가방법이 부재하여 동결수에 따른 동결융해 시험 후의 시험체에 대하여 중성화 촉진시험을 실시함으로서 복합열화에 의한 콘크리트 내구성능 저하 특성을 평가하고자 하였다. 본 연구를 통하여 동결수의 종류나 물-결합재비 수준과 무관하게 고로슬래그미분말을 사용한 배합의 경우 염해와 동결융해가 동시에 복합적으로 발생되는 환경에서도 우수한 저항성능을 보이는 결과를 나타내므로 동결융해를 포함한 복합열화 환경에서 충분한 내구성 확보를 위해서는 최소한의 설계기준강도의 확보와 고로슬래그미분말 등 적절한 시멘트 결합재의 선정이 무엇보다 중요하다는 결론을 얻었다.

• 한국구조물진단유지관리공학회 논문집
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• 제12권5호
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• pp.133-142
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• 2008

본 연구에서는 보통포틀랜드시멘트(OPC: ordinary Portland cement), 플라이애쉬(PFA: pulverised fly ash), 고로슬래그미분말(GGBFS: ground granulated blast furnace slag), 실리카퓸(SF: Silica fume)등의 각종 결합재를 적용한 시멘트 페이스트의 염소이온 고정화능력에 관하여 연구하였다. 각각의 사용 시멘트 페이스트는 40%의 물/결합재로 PFA, GGBFS 및 SF 혼화제의 각기 다른 치환률을 갖도록 하였으며 미리 혼합수내에 결합재 중량당 0.1~0.3%의 염소이온을 배합수내에 혼입 포함시켜 배합되어 제조되었다. 염소이온의 측정은 7일간 양생 후 수분 추출 방법을 이용하여 측정하였다. 실험을 통해 염소이온 고정화 능력이 결합재 종류 및 치환률에 의존하고 있음을 확인하였고, 총 염소이온량의 증가는 염소이온 고정화능력을 제한하여 결론적으로 염소이온 고정화를 감소시키고 있음을 보였다. 본 연구에서 최대 30%의 치환율을 가진 PFA와 60%의 치환률을 가진 GGBFS의 경우는 OPC보다 염소이온고정화 능력이 작았으며, SF의 치환률의 증가는 고정화를 감소시키고 있음을 확인하였으며, 이는 포졸란계 재료의 잠재 수화반응 혹은 공극수의 pH 저하등의 이유로 판단된다. 재령 7일에서의 염소이온의 고정화능력은 염해부식에 대한 저항성으로 나타내어지며, 염분을 혼입한 경우의 고정화능력의 순서는 30%PFA > 10%SF > 60%GGBFS > OPC로 나타났다. 더욱이 염소이온의 고정화 거동은 Langmuir isotherm 및 Freundlich isotherm으로 잘 표현될 수 있음을 보였다.