• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
• /
• pp.373-376
• /
• 2008

150MPa 수준의 초고강도 콘크리트를 제조하기 위하여 프리믹스형태의 시멘트를 제조하였고, 각 시멘트의 특성별로 초고강도 콘크리트 배합특성과 재령별 강도발현 특성을 비교하였다. 실험결과 콘크리트의 배합에 소요되는 시간은 콘크리트 각 재료가 충분히 활성화되기까지 대략 5분에서 6분 사이에 콘크리트 믹싱이 완료되는 것으로 나타났다. 콘크리트의 압축강도는 재령 28일을 기준으로 7일에서는 77%, 14일에서는 87%정, 56일에서는 약 102%정도로 나타났으며, 150MPa 정도의 초고강도 콘크리트 제조를 위하여 OPC는 54%내외, 슬래그미분말은 25${\sim}$30%, 실리카흄은 10${\sim}$15% 정도의 범위에서 프리믹스시멘트를 제조하여 콘크리트 배합에 적용할 수 있을 것으로 판단된다. 그리고 초고강도 콘크리트는 매우 큰 점성을 가질 수 있어 이러한 점성과 콘크리트 타설 및 작업과의 상관성을 고려하여 플로우치는 700${\sim}$750mm정도를 확보하여야 할 것으로 판단된다.

• 한국구조물진단유지관리공학회 논문집
• /
• 제27권6호
• /
• pp.111-119
• /
• 2023

최근 다양한 시멘트 기반 재료들이 새롭게 개발되고 있으며, 이에 새롭게 개발된 재료들의 물성을 예측하려는 시도도 증가하고 있다. 본 연구에서는 시멘트계 재료로 구성된 2성분계 페이스트의 유변특성을 정량적으로 예측하고자 하였다. 사용된 시멘트계 재료는 포틀랜드 시멘트(PC), 플라이애시(FA), 고로슬래그(BS), 실리카퓸(SF)이 사용되었으며, 시멘트를 기반으로 나머지 3가지의 결합재를 혼합하였다. 페이스트의 항복응력과 소성점도는 각각 YODEL(Yield stress mODEL)과 Krieger-Dougherty's equation을 사용하여 예측하였으며, Rheometer를 사용한 실험 결과를 통해 예측 모델의 성능을 확인하였다. 개별 재료의 예측에 사용된 물성과 매개변수를 재구성하여 2성분계 페이스트의 유변특성을 예측하였을 때, 제안된 방법에 따른 예측의 경향이 실험 결과와 잘 일치하는 것으로 나타났다.

• 한국농공학회논문집
• /
• 제48권1호
• /
• pp.51-60
• /
• 2006

This study was conducted to investigate experimentally the drying shrinkage and the strength properties of redispersible SBR and PAE powder-modified mortars. Polymer-cement ratio, content of shrinkage-reducing agent and antifoamer content were manipulated as the experimental variables. The peculiarity of this study is to obtain a high early-age strength by using the portland cement and alumina cement with the ratio of 8 : 2. Until 7 days of age, the drying shrinkage remarkably increased up to $1\~2\times10^{-4}$, while it tended to decrease as the ratio of polymer to cement ratio and the content of shrinkage-reducing agent increased. Polymer-cement ratio was effective in improving the flexural, tensile and adhesive strengths: As the ratio increased, the strengths correspondingly increased. The flexural strength was in the range of $7\~11$ MPa, the tensile strength was $3.5\~5$ MPa and the adhesive strength was $1.2\~3.9$ MPa. On the other hand, the compressive strength tended to decrease as the polymer-cement ratio increased, and it was in the range of $23\~39$ MPa. All strengths, flexural, tensile, adhesive and compressive strengths, decreased as the content of powder shrinkage-reducing agent increased. It turned out that the polymer-cement ratio influenced more on the behavior of drying shrinkage and the properties of strength than the powder shrinkage-reducing agent did.

• 한국건축시공학회지
• /
• 제23권4호
• /
• pp.359-367
• /
• 2023

본 실험에서는 포틀랜드 시멘트와 모래를 비소성 시멘트와 페로니켈슬래그로 대체 사용하여 친환경 시멘트 모르타르를 제작하였다. 페로니켈슬래그가 적용된 비소성 시멘트 모르타르의 강도 특성을 파악하기 위해 골재 종류와 양생방법을 구분하였다. 휨 및 압축강도 시험 결과, 페로니켈슬래그가 적용된 비소성 시멘트 모르타르의 강도는 Plain과 증기양생을 실시한 비소성 시멘트 모르타르의 강도보다 높았다. 이는 페로니켈슬래그의 입도, 밀도 및 흡수율 특성에 따른 강도 향상 효과로 판단된다. 모르타르의 XRD 분석 결과, 페로니켈슬래그에 포함된 MgO 성분이 복합 산화물 형태로 존재하며, 이를 통해 페로니켈슬래그가 적용된 비소성 시멘트 모르타르의 안정적인 강도 발현을 확인하였다.

• Restorative Dentistry and Endodontics
• /
• 제35권6호
• /
• pp.445-452
• /
• 2010

연구목적: 이 연구의 목적은 새로운 근단 역충전 재료를 개발하기 위해 MTA, MTA와 AH-plus 혼합물 (AMTA), 그리고 실험적 개발재료인 Portland cement-Epoxy resin composite (EPPC)의 미세 누출 및 물리적인 성질을 비교하는 것이다. 연구 재료 및 방법: 발거 치아 49개를 근관 성형하고 gutta-percha와 sealer로 충전하였다. 각 치아의 치근을 근단부 3 mm에서 절단하고 3 mm 깊이의 역충전 와동을 형성하였다. 15개씩 무작위로 분류한 치근을 세 군으로 나누어 각각 MTA, AMTA, EPPC로 충전하였고 네 개의 치근은 대조군으로 사용하였다. 각 군의 재료로 역충전이 완료된 모든 실험군을 젖은거즈로 덮고 24시간 동안 경화시켰다. 경화 후 72시간 동안 1% methylene blue 염색액에 담근 후, 치근단을 수직 절단하여 사진을 촬영하고 미세 누출을 평가하였다. Vicat apparatus를 사용하여 실험군 별로 경화시간을 측정하였으며, aluminum step wedge를 사용한 디지털 방사선 사진을 촬영하여 각 군의 방사선 불투과도를 평가하였다. 미세누출과 경화시간에 대해 각 군간의 차이를 일원배치분산분석 및 Scheffe 사후 검증으로 유의수준 95%에서 평가하였다. 결과: AMTA와 EPPC는 MTA군에 비해 적은 미세누출량을 보였다 (p < 0.05). AMTA는 가장 높은 방사선 불투과도를 보였으며 개발 재료인 EPPC군은 5 mm aluminum 두께의 방사선 불투과도를 보였다. MTA가 가장 긴 경화시간을 나타낸반면 EPPC군은 다른 군에 비해 초기경화와 최종경화 모두 가장 짧은 경화시간을 나타냈다 (p < 0.05). 결론: 이 연구 조건하에서, 신개발 재료인 EPPC는 치근단 역충전 재료로서 기존의 MTA보다 양호한 밀폐능력과 방사선 불투과성 및 짧은 경화시간 등의 역충전 재료로서 적절한 물리적 성질을 가진 것으로 보인다.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2002년도 학술.기술논문발표회
• /
• pp.67-76
• /
• 2002

Self-leveling material(SLM) is one of the floor finishing materials which make flat surface like as water level by itself in a short time. So it is possible to increase construction speed and enhance economical efficiency. In this study, author intended to develop SLM for the industrial warehouse and factory loading heavy weight machinery and vehicles. The demanded properties for this type of SLM are above 20mm of flow value and above 300kgf/cm2 of 28-days compressive strength. To possess demended strength and fluidity, SLM have to be composed of many types of binders and chemical additives. So it is difficult to decide suitable mixing proportion of composition materials. In this study, author investigated the weight percentage effect of main composition materials for high-strength self-leveling material, by experimental design such as tables of orthogonal arrays and simplex design, and by statistical analysis such as analysis of variance and analysis of response surface. Variables of experiments were ordinary portland cement(OPC), alumina cement(AC), anhydrous gypsum(AG), lime stone(LS) and sand, and properties of tests were fluidity of fresh state and strength of hardened state. Results of this study are showed that suitable mix proportions of binders for the high strength self-leveling materials are two groups. One is 78~85.5% OPC, 7.5~9.5% AC, 9~12.5% AG and the other is 72.5~78% OPC, 9~12.5% AC, 13~l5% AG.

• 한국건축시공학회지
• /
• 제6권3호
• /
• pp.99-105
• /
• 2006

In this paper, the estimation of compressive strength of concrete incorporating fly ash subjected to high temperature is discussed. Ordinary Portland cement and fly ash cement(30% of fly ash) were used, respectively. Water to binder ration ranging from 30% to 60% and curing temperature ranging from $20^{\circ}C{\sim}65^{\circ}C$ were also adopted for the experimental parameters. According to results, at the high temperature, FAC had higher strength development at early age than OPC concrete and it kept its high strength development at later age due to accelerated pozzolanic reaction subjected to high temperature. For strength estimation, Logistic model based on maturity equation and Carino model based on equivalent age were applied to verify the availability of estimation model. It shows that fair agreements between calculated values and measured values were obtained evaluating compressive strength with logistic curve. The application of logistic model at high temperature had remarkable deviations in the same maturity. Whereas, the application of Carino model showed good agreements between calculated values and measured ones regardless of type of cement and W/B. However, some correction factors should be considered to enhance the accuracy of strength estimation of concrete.

• International Journal of Concrete Structures and Materials
• /
• 제8권2호
• /
• pp.157-164
• /
• 2014

Ground granulated blast-furnace slag (GGBS) is a green construction material used to produce durable concrete. The secondary pozzolanic reactions can result in reduced pore connectivity; therefore, replacing partial amount of Portland cement (PC) with GGBS can significantly reduce the risk of sulfate attack, alkali-silica reactions and chloride penetration. However, it may also reduce the concrete resistance against carbonation. Due to the time consuming process of concrete carbonation, many researchers have used accelerated carbonation test to shorten the experimental time. However, there are always some uncertainties in the accelerated carbonation test results. Most importantly, the moisture content and moisture profile of the concrete before the carbonation test can significantly affect the test results. In this work, more than 200 samples with various water-cementitious material ratios and various replacement percentages of GGBS were cast. The compressive strength, electrical resistivity, chloride permeability and carbonation tests were conducted. The moisture loss and microstructure of concrete were studied. The partial replacement of PC with GGBS produced considerable improvement on various properties of concrete.

• 한국환경과학회지
• /
• 제16권3호
• /
• pp.347-355
• /
• 2007

In this paper, estimation of the compressive strength of the concrete incorporating blast furnace slag subjected to high temperature was discussed. Ordinary Portland cement and blast furnace slag cement (BSC;30% of blast furnace slag) were used, respectively. Water to binder ratio ranging from 30% to 60% and curing temperature ranging from $20^{\circ}C{\sim}65^{\circ}C$ were also chosen for the experimental parameters, respectively. At the high temperature, BSC had higher strength development at early age than OPC concrete and it kept its high strength development at later age due to accelerated latent hydration reaction subjected to high temperature. For the strength estimation, the Logistic model based on maturity equation and the Carino model based on equivalent age were applied to verify the availability of estimation model. It was found that fair agreements between calculated values and measured values were obtained evaluating compressive strength with logistic curve. The application of logistic model at high temperature had remarkable deviations in the same maturity. Whereas, the application of Carino model showed good agreements between calculated values and measured ones regardless of type of cement and W/B. However, some correction factors should be considered to enhance the accuracy of strength estimation of concrete.

• 한국도로학회논문집
• /
• 제17권4호
• /
• pp.41-51
• /
• 2015

PURPOSES: This study investigates the mechanical performance of carbon-capturing concrete that mainly contains blast furnace slag. METHODS: The mixture variables were considered; these included Portland cement content, which was varied from 10% to 40% of the blast furnace slag by weight. The specimens were exposed to different conditions such as high $N_2$ and $O_2$ concentrations, laboratory conditions and high $CO_2$ conditions. Mechanical performances, including compressive and flexural strengths and carbon-capturing depth, were evaluated. RESULTS : The slump, air content and unit weight were not affected significantly by the variation in cement content. The strength development when the specimens were exposed to high purity air was slightly greater than that when exposed to high $CO_2$. As the cement content increased the compressive and flexural strength increased but not considerably. The carbon-capturing capacity decreased as the cement content increased. The specimens exposed in the field for 70 days had flexural strength greater than 3 MPa. CONCLUSIONS : The results indicate that cement content is not an important parameter in the development of compressive and flexural strengths. However, the carbon-capturing depth was higher for less cement content. Even after field exposure for 70 days, neither any significant damage on the surface nor any decrease in strength was observed.