• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2006년도 추계 학술논문 발표대회 논문집
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• pp.91-94
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• 2006

The way to shorten a construction period is considered to an very important technology development element as reducing the formwork removal periods with promoting strength revelation own concrete. This study executed experiment to review usability of early strength revelation chemical admixture which is judged in ways effective with premature removal of form about concrete. Use of early strength revelation AE water reducin admixture is apperaing so that strength revelation by early hydration promotions is excellent. The results of being applied proposed work process are that compressive strength are appeared more than 5MPa within 16 hours so that removal of vertical form was possible. the concrete compressive strength satisfied with a more than 2/3 of specified concrete strength for removal of horizontal form are appeared in 42 hours of 27 MPa proportioning strength, in 36 hours of 30, 35 MPa proportioning strength so that the 6 days cycle time of concrete structural frame work is cut by 2 days as shortening delayed period in works of removing slab forms. So construction cost reductions and a construction period shortening are judged so that it is possible.

• 공업화학
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• 제22권4호
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• pp.423-428
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• 2011

경북 대포 지역에서 채취한 제올라이트의 시멘트 혼합재료로의 이용 가능성을 검토하기 위하여 제올라이트가 함유된 시멘트의 수화 특성을 연구하였다. 제올라이트가 함유된 시멘트 페이스트에 대하여 수화발열 속도, XRD, EDS, 질소 흡착, 수은 침투 등의 분석을 수행하였다. 제올라이트가 함유된 시멘트 페이스트에서는 제올라이트 양이 증가함에 따라 응결시간이 빨라지고 시멘트의 수화가 촉진되는 경향을 나타내었다. 제올라이트가 함유된 모르터에서는 제올라이트 양이 증가함에 따라 플로우가 크게 감소하였다. 또한 플레인 모르터와 비교하여 단기에 강도증진이 나타났다. 이러한 결과는 시멘트의 수화시 알칼리에 의한 제올라이트의 탈알루미늄 과정에서 제올라이트 입자로부터 이탈한 활성 알루미늄 종과 관련이 있는 것으로 보인다.

• Advances in concrete construction
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• 제12권5호
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• pp.419-427
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• 2021

The overuse level of cement for civil industry has several undesirable social and ecological consequences. Substitution of cement with industrial wastes, called by-products, such as fly ash, ground granulated blast furnace slag, silica fume, metakaoline, rice husk ash, etc. as the mineral admixtures offers various advantages such as technical, economical and environmental which are very important in the era of sustainability in construction industry. The paper presents the experimental investigations for assessing the mechanical properties of the concrete made using the Pozzolanic waste materials (supplementary cementitious materials) such as fly ash and silica fume as the cement replacing materials. These materials were used in eight trial mixes with varying amount of ordinary Portland cement. These SCMs were kept in equal proportions in all the eight trial mixes. The chemical admixture (High Range Water Reducing Admixture) was also added to improve the workability of concrete. The compressive strengths for 7, 28, 40 and 90 days curing were evaluated whereas the flexural and tensile strengths corresponding to 7, 28 and 40 days curing were evaluated. The study corroborates that the Pozzolanic materials used in the present investigation as partial replacement for cement can render the sustainable concrete which can be used in the rigid pavement construction.

• 한국건축시공학회지
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• 제16권6호
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• pp.561-569
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• 2016

콘크리트는 현재까지 사용되는 건축재료 양호한 품질을 지니고 있으며, 시멘트의 화학조성이 지표상의 화학조성과 유사하여 가장 쉽게 얻을 있는 재료 중 하나이다. 하지만 약한 결합력과 낮은 결합에너지로 변형에 취약하여 균열이 발생하게 된다. 건조수축 균열 저감을 위해 본 연구에서는 AE제, 감수제, 수축저감제 등을 각각 사용하는 기존연구와 달리 작업의 편리성 향상을 위하여 수축저감제 및 감수제의 혼합 형태인 수축저감형 혼화제(Superplasticizer for Reduction of Shrinkage, 이하 SRS로 칭함)를 이용하였다. 현재 레미콘사에서 일반적으로 사용되고 있는 콘크리트와 모르타르의 배합으로 계획하였으며, SRS 혼입률 변경과 혼화재 치환에 따른 기초적 실험을 진행하였다. 강도와 길이변화율을 고려하였을 때 SRS 혼입률 2%가 적정한 혼입률이라고 판단된다. 또한 대량치환과 노출콘크리트용 혼화제 적용에 관한 연구를 진행할 예정이다.

• 한국구조물진단유지관리공학회 논문집
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• 제14권2호
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• pp.75-81
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• 2010

본 연구에서는 콘크리트 배합과 혼화재 첨가에 의한 콘크리트 물성 변화가 매립 철근의 부식을 평가하는 전기-화학적 기법에 미치는 영향을 확인하고 그 원인을 분석하였다. 연구 결과 자연전위법은 철근의 부식면적이 10% 이하일 경우 콘크리트 내부 물성에 영향을 받는 것으로 나타났으며, 혼화재가 혼입된 경우에는 높은 부식상태의 철근에 대한 정성적인 부식평가가 가능하였다. 또한 분극저항법은 부식량이 10% 이하로 미미한 경우에도 콘크리트 물성의 영향을 받지 않았으나, 혼화재가 혼입된 경우에는 비슷한 철근부식면적의 OPC보다 부식정도를 과소평가하는 것으로 나타났다.

• 한국도로학회논문집
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• 제18권1호
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• pp.63-72
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• 2016

PURPOSES : The use of roller-compacted concrete pavement (RCCP) is an environmentally friendly method of construction that utilizes the aggregate interlock effect by means of a hydration reaction and roller compacting, demonstrating a superb structural performance with a relatively small unit water content and unit cement content. However, even if an excellent structural performance was secured through a previous study, the verification research on the environmental load and long-term durability was conducted under unsatisfactory conditions. In order to secure longterm durability, the construction of an appropriate internal air-void structure is required. In this study, a method of improving the long-term durability of RCCP will be suggested by analyzing the internal air-void structure and relevant durability of roller-compacted concrete. METHODS : The method of improving the long-term durability involves measurements of the air content, air voids, and air-spacing factor in RCCP that experiences a change in terms of the kind of air-entraining agent and chemical admixture proportions. This test should be conducted on the basis of test criteria such as ASTM C 457, 672, and KS F 2456. RESULTS : Freezing, thawing, and scaling resistance tests of roller compacted concrete without a chemical admixture showed that it was weak. However, as a result of conducting air entraining (AE) with an AE agent, a large amount of air was distributed with a range of 2~3%, and an air void spacing factor ranging from 200 to $300{\mu}m$ (close to $250{\mu}m$) coming from PCA was secured. Accordingly, the freezing and thawing resistance was improved, with a relative dynamic elastic modulus of more than 80%, and the scaling resistance was improved under the appropriate AE agent content rate. CONCLUSIONS : The long-term durability of RCCP has a direct relationship with the air-void spacing factor, and it can be secured only by ensuring the air void spacing factor through air entraining with the inclusion of an AE agent.

• 한국건축시공학회지
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• 제19권4호
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• pp.307-312
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• 2019

레미콘 제조 시 발생되는 슬러지는 폐기물로 분류되어 높은 비용을 지불하며 처리를 하고 있다. 특히 중소레미콘 업체에서는 이 비용이 큰 부담으로 작용되며, 일부 업체에서는 불법적인 처리가 발생되고 있는 실정이다. 따라서 본 연구에서는 레미콘슬러지를 콘크리트블록용 조성물로 재활용하는 방법을 제시 하는데 그 목적이 있다. 레미콘슬러지를 단순 건조하여 사용 하였을 때에는 슬러지에 포함된 잔류화학혼화제와 에트린가이트가 존재하여 콘크리트블록의 압축강도, 동결융해 후 압축강도 물리적성능이 크게 떨어져 콘크리트호안 및 옹벽블록의 품질기준을 만족하지 못하는 것으로 나타났다. 물리적 성능을 만족시키기 위한 방법으로 레미콘슬러지를 $900^{\circ}C$정도의 고온에서 소성시켜 에트린가이트와 잔류 화학혼화제 등을 분해시킨 후 사용하는 것이 우수한 것으로 나타났다.

• 한국세라믹학회지
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• 제47권5호
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• pp.387-393
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• 2010

To improve concrete quality one of the most widely used chemical admixtures is polycarboxylate type superplasticizer. Unlike lignosulfonate and naphthalene-sulfonate, it has high dispersion property and excellent sustainable dispersion property for cement and concrete. Thus, polycarboxylate type superplasticizer has been widely used as a high-performance water reducing admixture together with silica fume in high-performance concrete and other applications for the dispersion of high-strength concrete over 100 MPa. However, even though there have been many studied on the dispersion of concrete by the structure of polycarboxylate type superplasticizer, there have a few studied that clarified the relationships between its rheological properties and microstructure properties in the early hydration behavior of ordinary portland cement. To investigate the correlations between the rheological properties and microstructure of cementitious materials with polycarboxylate type superplasticizer, this study experimented on the rheology, pore structure, heat evolution, and consistency in early hydration as well as on the compressive strength by early dispersion characteristics.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
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• pp.175-178
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• 1999

In most domestic construction fields, excessive cement content has been used because of stubborn official inspection. The purpose of this study is to reduce the cement content of mix proportioning for the decrease of hydration heat, brittleness and drying shrinkage which governs durability of concrete significantly. Parameters includes the compressive strengths, type and dosage rate of chemical and mineral admixtures and types of concrete. It is found that the chemical admixture is efficient to the reduction of cement content for high strength concrete (400kg/$\textrm{cm}^2$) and the effectiveness of mineral admixtures in the low strength concrete is somewhat higher than the high strength concrete.

• 한국안전학회지
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• 제19권2호
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• pp.98-103
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• 2004

Shotcrete needs the enough durability without deterioration for life time. But shotcrete is being deteriorated according to aging like concrete by internal causes whithin itself and by external causes which can be physical, chemical, or mechanical. Durable shotcrete can be made by incresing the cement content, adding chemical and mineral admixtures and so on. So, in this study, chloride ion penetration test, freeze and thaw test, neutralization test were conducted to examine the durability characteristice of shotcrete with mineral admixtures such as silica fume, blast-furnace slag and fly ash. These results indicate that shotcrete with silica fume is durable. Therefore, the present study provides a firm base to make high performance shtcrete.