• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1992년도 가을 학술발표회 논문집
• /
• pp.31-36
• /
• 1992

This paper, an experimental study on the effect of mixed sand used sea and river as fine aggregate of concrete, is connected with the properties of fresh and hardended concrete and steel corrosion to investigate workability and engineering properties and general steel bar's corrosion of concrete used mixed sand. After analyzing positively fresh and hardenend concrete and ratio of the corrosion area affected by the autoclave cycle, the purpose of this paper is to provide an experimental data developing concrete used mixed sand.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1994년도 봄 학술발표회 논문집
• /
• pp.148-151
• /
• 1994

Up to now, sea sand without complete removal of salt is being used in the construction works because there is little satisfactory counterplan for the substitute aggregate. In the case that such sea sand is used in the reinforced concrete, the residual salt gives rise to deterioration phenmenon and iron corrosion, reducing durability of the ferro-concrete structures. The paper, an experimental study on the effect of corrosion protection by tighting concrete used SF and FA, is to investigate general steel bar's corrosion and to develop concrete using sea sand economically after it is analyzed and examinated ratio of the corrosion area affected by the autoclave cycle. As a test results, as for corrosion area ratio, it is very effective to use admixrutes such as SF and FA which decrease corrosion area remarkably with increasing the amounts of admixtures. Accordingly the use of admixtures is advantageous for tightening concrete and has an effect of salt damage prevention and rust protection in concrete used sea sand.

• 수산해양기술연구
• /
• 제37권1호
• /
• pp.65-70
• /
• 2001

바다모래에 의해 뒷채움된 지하연료저장탱크용 연강재의 부식전류밀도, 개로전위, 전식거동 및 연간부식률에 관하여 연구한 결과 다음과 같은 결론을 얻었다. 1) 습바다모래 중에서 비저항이 감소할수록 개로전위는 비전위화되고, 부식전류밀도는 높게 배류된다. 2) 습바다모래의 비저항이 감소할수록 인가전위 부가에 의한 부식전류밀도는 자연전위에서의 부식전류밀도보다 급격히 증가한다. 3) 습바다모래 중에서 비저항이 감소할수록 연간부식률은 선형적으로 증가함으로 지하연료저장탱크에 바다모래로 뒷채움하는 경우 습기가 유입하면 지하연료저장탱크의 부식성은 민감할 것으로 판단된다.

• 콘크리트학회논문집
• /
• 제12권5호
• /
• pp.69-80
• /
• 2000

This paper presents the prediction of remaining service life of the concrete due to steel corrosion caused by the following three cases; carbonation, using sea sand and using deicing salts. The assessment of initiation period was generalized considering the existing perdiction models in the literature, corrosion experiment and field assessment. To evaluate the prediction equation of rust growth, the corrosion accelerating experiments was performed. The polarization resistance was measured by potentiostat and the conversion coefficient of polarzation resistance to corrosion rate was determined by the measurement of real mass loss. Chloride content, carbonation, cover depth, relative humidity, water-cement ratio(W/C), and the use of deicing salts were taken into account and the resulting prediction equation of rust growth was proposed on the basis of these properties. The proposed equation is to predict the rust growth during any specified period of time and be effective in particular for predicting service life of concrete in the case of using sea sand.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1994년도 봄 학술발표회 논문집
• /
• pp.152-157
• /
• 1994

Due to the recent shortage of river sand resulting from a rapid growth of concrete construction, sea sand is increasingly used in stead. It is, however, well noted that non-washed sea sand used in reinforced concrete causes to corrode reinforcing steel and to incur cracks in concrete, and thus eventually result in damage to concrete. In this study, therefore, measeres that increase the quality of concrete were used to protect the reinforcing steel against corrosion in reinforced concrete construction, and then the corrosion resistance of reinforcing steel compared and analyzed from low quality concrete to high quality concrete.

• 한국가스학회지
• /
• 제20권6호
• /
• pp.16-22
• /
• 2016

연료가스용 탄소강관이 지하에 매설되는 경우 부식을 방지하기 위해 피복강관을 사용하고 있으며, 피복강관의 결함, 타공사, 시공시 피복의 손상에 대비하여, 방식전위를 이용하여 환원 분위기를 강제로 조성한다. 일반적으로 연료가스용 탄소강관이 지하에 매설된 경우 두 방법이 병행되어 사용되지만, 토양환경의 변화를 예측 할 수 없는 불확실성과 부식 정도 또는 피복의 손상 등 배관의 결함에 대해 육안으로 직접 관찰하기 어려운 문제가 공존한다. 매설배관의 부식이 발생하는 것을 직접적으로 관찰하기 어렵기 때문에, 이를 직접적으로 관찰하기 위한 방법 중 하나가 부식쿠폰을 이용한 방법이다. 본 연구에서는 3가지 토양(마사토, 진흙, 모래)과 방식전위 사용 여부에 따라 작성된 6가지의 시나리오를 토대로 약 1년간 부식쿠폰의 부식 정도를 파악하였다. 그 결과 방식전위가 흐르는 환경의 부식쿠폰은 부식이 전혀 발생하지 않았으며, 미방식 부식쿠폰은 모두 부식이 발생하였다. 토양에 따라서는 진흙에서 가장 적은 부식속도를 보였으며, 모래와 마사토는 유사한 경향을 갖는 것으로 확인되었다. 진흙의 경우 높은 함수량에 의해 국부부식이 발생하였으며, 모래에서 부식이 발생한 것은 모래에 함유된 화학적 성분에 기인한 것으로 확인되었다.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1998년도 가을 학술발표회 논문집(I)
• /
• pp.211-216
• /
• 1998

Recently the shortage of good aggregate has encouraged the use of sea sand in construction field, and the corrosion damage of the reinforced steel in concrete structures has been increased due to chlorides from sea sand and deicing salt. Therefore, a number of researchs are proceeding to prevent the corrosion of the reinforced steel in concrete, especially in marine environments. This study focused on the effect of corrosion inhibitors to evaluate protection characteristics for mortar specimens containing clorides. Corrosion behaviors have been investigated by half-cell potential measurement, linear polarization method, AC impedance method, and cyclic polarization test after immersing in sea water for 7 years. A possitive effect of a corrosion inhibitor has been obtained.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
• /
• pp.597-600
• /
• 1999

Recitly, the use of sea-sand is increasing in the construction due to the rapid reduction of river-sand. In that case, one of the major problem is that a sand salt in sea-sand induce the corrosion of embedded reinforcing bar in concrete. In addition, the deterioration of concrete quality arises a social problem in the durability of reinforced concrete. This research is aimed at providing the data for the control of design method of repair and rehabilitation in the reinforced concrete structure by means of the evaluation of structural performance due to corrosion.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2000년도 가을 학술발표회논문집(I)
• /
• pp.395-398
• /
• 2000

Recently, increasement of usage contents of sea sand in constructing concrete structures due to insufficiency of high quality river sand, led to many studies for steel corrosion and control methods on it in concrete. But, domestic studies for threshold chloride contents of steel corrosion are not so many as those of foreign states. In this study, the electrochemical test as half cell potential measurement and linear polarization method to estimate the corrosion of steel in contents mixed with several levels chloride contents was performed, thereby, pre-mixed chloride were compared with results measured quantitatively for steel corrosion. And, based on these data, a trial to determine threshold chloride contents of steel corrosion was made.

• Corrosion Science and Technology
• /
• 제2권2호
• /
• pp.102-108
• /
• 2003

The surface treatments. Chrome/Manganese and Modified Chrome Pickle, that are treated to improve the anti-corrosion property which is needed to increased the probability of prototype product enabled the sand cast Magnesium test specimens to have better corrosion resistance than non-treated one. Sand cast Magnesium specimens which was treated only with chemical conversion coating had same corrosion resistance with the Steel specimens plated by Zinc, and the another one that had the finishing treatment(painting) worked on the chemical surface treatment had the corrosion resistance property to meet to FPO-3 requirement. We also investigated the multiple finishing system(chemical surface treatment + 3 coating) to test the severe condition that magnesium should to endure.