• 수도
• /
• s.30
• /
• pp.63-72
• /
• 1984

• Korean Journal of Agricultural Science
• /
• v.6 no.1
• /
• pp.45-55
• /
• 1979

This study made to find the variation of strengths of briquette ash which were hardened into cement. The briquette ash were mixed with the cement, ((cement (90%)+slaked lime (10%)) and ((cement (80%)+fly ash (20%)) in the ratio of 1:2, 1:3, 1:4, 1:5, 1:7 and 1:9, respectively, and these were compared with the one made of cement plus standard sand in the strengths of compression, tension and bending at the ages of 7 days and 28 days. The results from the study conducted preliminary without studying the economical aspects or duration of the products are summarized as follows: 1. The compressive strengths of mortar made of 1 to 2 ratios of cement to briquette ash, (cement+slaked lime) to briquette ash and (cement+fly ash) to briquette ash were 84%, 90% and 75% at the age of 7 days and 84.9%, 73.5% and 69.8%, respectively of those of Korean Standard values. 2. The compressive strength s of mortar made of 1 to 2 ratios of cement to briquette ash, (cement+slaked lime) to briquette ash and (cement+fly ash) to briquette ash were 69.3%, 75.1% and 41.3% at the age of 7 days and 56.4%, 49%, and 46.5% at the age of 28 days, respectively of the mortar made of standard sand. 3. The tension strengths of mortar made of 1 to 2 ratios of cement to briquette ash, (cement+slaked lime) to briquette ash, and (cement+fly ash) to briquette ash were 64.4%, 47.1% and 35.4% at the age of 7days and 69.6%, 64.8%, and 57.3%, respectively of that of the mort ar produced with standard sand. 4. The bending strengths of mortar made of 1 to 2 ratios of cement to briquette ash, (cement+slaked lime) to briquette ash, and (cement+fly ash) to briquette ash were 46.3%, 65.9% and 39.1% at the age of 7 days and 89.9%, 96.7%, and 85.1%, respectively of that of mortar produced with standard sand. 5. The bending strength of the mortar was lower than that of cement mortar, when the briquette ash were harqened into cement. However, the mortar produced by such method seemed to be used as the secondary products of cement or concrete. The additional usefullness of the hardened biquette ash can be found in contributing toward the solving the various pollution problems, the saving the labor costs needed to clean-up waste materials, and the saving the construction materials.

• Magazine of the Korea Concrete Institute
• /
• v.10 no.6
• /
• pp.191-202
• /
• 1998

The maturity method in which the strength increase of cement concrete is expressed as a function of an intergral of the curing period and temperature of the concrete has often been applied to its strength prediction. For the purpose of the application of the maturity method to the compressive strength prediction for lightweight polymer mortars using an unsaturated polyester resin as a binder, the lightweight polymer mortars with various catalyst and accelerator contents, are prepared. tested for compressive strength, and the datum temperatures for the maturity equations are estimated. The maturity is calculated by using the maturity equations with the estimated datum temperature. The compressive strengths of the lighweight polymer mortars are predicted from the maturity-compressive strength relationships.

• Journal of the Korean Recycled Construction Resources Institute
• /
• v.7 no.4
• /
• pp.121-127
• /
• 2012

This paper is to present the strength estimation of the cement mortar incorporating 20% of fly ash by equivalent age method. ASTM C 1074 was applied to achieve apparent activation energy($E_a$). Cement mortar was cured at the temperature of $5^{\circ}C$, $20^{\circ}C$ and $35^{\circ}C$ respectively to measure the setting time and compressive strength at designed age. According to test results, it is found that an increase in curing temperature resulted in an acceleration of setting time. $E_a$ was achieved to 34.75 KJ/mol. It was also found that by estimating strength development with Plowman and Gompertz model, good agreement between calculated value and measured one was achieved.

• Journal of the Korea Institute of Building Construction
• /
• v.10 no.5
• /
• pp.137-143
• /
• 2010

This research is a comparative analysis of the surface gloss of concrete depending on the coating material added to the cast, and includes analyses of the surface gloss of specimens made of cement mortar, with and without the addition of superplasticizer. In terms of coating material, the 7th material, which is part of a liquid packaging material, was shown to have the highest gloss, and was followed by the 3rd material, which uses transparent film. As the level of gloss is shown to vary depending on the material used for the coating film, it can be interpreted that the surface gloss can differ depending on surface particles and chemical composition factors. To make a concrete surface smooth, it is more effective to use a coating material with impermeability and a highly dense surface.

• Journal of the Korean Ceramic Society
• /
• v.38 no.3
• /
• pp.231-237
• /
• 2001

NaOH 용액 처리로 제조한 개질 굴 패각 미분말은 98.7 wt%의 CaCO$_3$와 1.3 wt%의 chitosan으로 구성되어 있으며, chitosan의 탈아세틸화는 74.9%이었다. 개질화함으로서 입경은 작아지고 비표면적은 증가하였으며, 밀도는 감소하는 경향을 나타냈다. 입자 형상은 모서리가 각지고 매끄러운 형태에서 모서리가 침식되고 표면이 다공성인 환상의 형태로 변화되었다. 개질 굴 패각 미분말을 시멘트 대신 5.0 wt%까지 치환했을 때의 모르터의 압축강도는 치환량이 증가할수록 증가하였고, 흡수율은 치환량이 증가할수록 감소하는 경향을 나타냈다. 굴 패각 미분말은 대장균 및 황색포도상구균에 대해 항균력이 나타나지 않았으나, 개질 굴 패각 미분말은 5.0 wt% 첨가했을 때 99.8-99.9%의 항균력을 나타냈다. 또한 KS M 5000에 의한 항곰팡이 시험은 피막이 변색이나 변형이 전혀 없는 10등급으로 판정되었다.

• Proceedings of the Korea Concrete Institute Conference
• /
• 2010.05a
• /
• pp.343-344
• /
• 2010

This study compares the apparent activation energy(Ea) by ASTM C 1074 with that by setting time. As the result of this study, it is found that Ea by setting time was ranged from 15~21 KJ/mol. This value is smaller than that 30~50 KJ/mol by ASTM C 1074.

• Cement Symposium
• /
• no.18
• /
• pp.40-52
• /
• 1990

For the development of multi-functional materials which has water reducing power, air entraining power and waterproofing power as well as a blending additive in cement mortar the low grade fly ash was modified with asphalt-stearic acid or asphalt-boiled o

• 한국전기화학회:학술대회논문집
• /
• 1998.10a
• /
• pp.50-50
• /
• 1998

• Journal of the Korean Electrochemical Society
• /
• v.3 no.1
• /
• pp.31-38
• /
• 2000

Anti-corrosion behaviour of rebar embedded in cement mortar containing chloride ions was investigated by electrochemical chloride extraction(ECE). $43\%$ of the initial chloride ions of the cement mortar was fixed to Friedel salts and the soluble chloride ions were successfully extracted by ECE method. Concentration profiles of the chloride ions were estimated by Fick's 2nd law with time and depth, and it was close to the real value. The corrosion potential increased to anodic direction after ECE test, and the corrosion of rebar was reduced as a result of AC impedance spectroscopy.