• 한국건설순환자원학회논문집
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• 제9권3호
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• pp.260-267
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• 2021

이 연구의 목적은 양생조건이 물-결합재비가 15%인 알칼리 활성 슬래그 기반 복합재료의 압축 및 인장거동에 미치는 영향을 실험적으로 조사하는 것이다. 이를 위하여 양생 조건을 다르게 하여 실험체를 제작한 후 압축강도와 인장실험을 수행하였다. 실험 결과 고온 양생과 기중 양생을 적용함에 따라 매트릭스의 압축강도와 균열강도는 감소한 반면 인장변형성능은 증가하는 것으로 나타났다. 또한 고온 양생과 기중 양생을 통해 복합재료의 균열 간격과 균열폭이 감소하는 것으로 나타났다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2002년도 학술.기술논문발표회
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• pp.63-66
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• 2002

In this study, it does a high volume flyash substituted concrete experiments in two curing temperature circumstances - 35$^{\circ}C$, 2$0^{\circ}C$. High volume flyash concrete is tested in fresh concrete properties and hardeded concrete properties. In the fresh concrete test items, there is slump, air contents, concrete setting tests. 3, 7, and 28 days water curing compressive strength is measured in the hardened concrete test. The purpose of this study is to submit a various flyash concrete data for application to field. The result of this study is that the best strength is developed at the plain concrete cured 2$0^{\circ}C$ and Mixing F43 shows the best strength among specimens which cured at 35$^{\circ}C$

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
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• pp.939-944
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• 2000

This study examines both strength development and pore volume of high temperature curing mortar, using a blast-furnace slag powder (BFS). This study experiments with various pre-steaming period, differing curing temperature and the replacement of BFS. According to the results, the strength development of BFS mortar is stronger when higher curing temperature are used(as opposed to standard curing). Also, regardless of the curing method, pore volume decreases as the curing time increases. From these results we can identify the optimum conditions required pre-steaming period, differing curing temperature and the replacement to produce BFS mortar properties.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 가을학술발표대회논문집
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• pp.45-46
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• 2023

This study examined the curing temperature of concrete with a photothermal insulation sheet to shorten the curing time of concrete as part of construction cost and period reduction. According to the experiment results, the heating performance effect is confirmed through the temperature difference between photothermal insulation sheet and bubble sheet. And it has a high curing temperature in the order of bubble sheet (photo heating material B) > bubble sheet (photo heating material A) > bubble sheet on same layers.

• 한국건설순환자원학회논문집
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• 제11권1호
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• pp.62-69
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• 2023

UAE 지역에 시공되는 원전구조물의 노출환경에서 대기 중의 높은 황산염 이온 및 해안의 높은 염화물 이온에 의한 열화를 고려할 필요가 있다. 본 연구에서는 연평균 38 ℃ 이상의 높은 온도에 따른 확산성과 강도의 영향을 평가하기 위해 두가지 강도 등급(40 MPa 및 27 MPa) 및 두 가지 양생/확산 온도 조건(20 ℃ 및 50 ℃)을 고려하였다. 초기 양생 온도가 높은 경우, 7일 전 초기재령에서는 압축강도가 고온 양생에서 크게 발현하였으나, 28일 재령에서는 20 ℃ 양생 온도 조건에서 압축강도가 약간 증가하였다. 염화물 확산의 경우, 강도 평가결과와 다르게 28일 재령에서 초기 양생 온도가 높은 경우, 40 MPa 및 27 MPa 에서 모두 확산계수가 감소하였다. 91일 재령의 경우, 온도의 증가에 따른 확산성의 증가와 재령 효과에 의한 확산성의 감소가 동시에 발생하였다. 재령 28일에 20 ℃로 양생 및 확산 실험을 한 결과에 비하여, 재령 91일에 50 ℃로 양생 및 확산 실험을 한 경우, 재령의 증가에 따라 40 MPa에서는 76.2 % 수준으로, 27 MPa 에서는 85.4 % 수준으로 확산계수가 감소하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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• pp.685-688
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• 2006

As the concrete structure being large-sized and/or high-strengthened, the control of the hydration and curing temperature is made much account. This study, analysing the concrete temperature history from cylindric specimen and mock-up structures, investigates the effect of the early age curing condition and the optimum method of curing temperature control on mass concrete.

• Advances in concrete construction
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• 제6권1호
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• pp.69-85
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• 2018

In order to provide sufficient stability and resistance against bleeding and segregation during transportation and placing, mineral admixtures are often used in self-compacting concrete mixes (SCC). These fine materials also contribute to reducing the construction cost and the consumption of natural resources. Many studies have confirmed the benefits of these mineral admixtures on properties of SCC in standard curing conditions. However, there are few published reports regarding their effects at elevated curing temperatures. The main objective of this study is to investigate the effect of three different mineral admixtures namely limestone powder (LP), granulated blast furnace slag (GS) and natural pozzolana (PZ) on mechanical properties and porosity of SCC when exposed to different curing temperatures (20, 40, 60 and $80^{\circ}C$). The level of substitution of cement by mineral admixture was fixed at 15%. The results showed that increasing curing temperature causes an improvement in performance at an early age without penalizing its long-term properties. However the temperature of $40^{\circ}C$ is considered the optimal curing temperature to make economical and high performance SCC. On the other hand, GS is the most suitable mineral admixture for SCC under elevated curing temperature.

• 한국건축시공학회지
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• 제2권4호
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• pp.169-176
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• 2002

To study of binder and fine aggregate a lot of replacement fly-ash concrete, initial characteristics, standard environment of curing temperature $20^{\circ}C$, hot-weather environment, cold weather environment of curing temperature $5^{\circ}C$. Flash concrete tested slump, air contest, setting and Hardening concrete valuated setting period of form, day of age 3, 7, 28 compression strength in sealing curing. Underwater curing specimen compression strength of age 3. 7, 28day used strength change accordingly fly-ash concrete curing temperature. Purpose of study is consultation materials in field that variety of fly-ash replacement concrete mix proportion comparison and valuation. (1) Setting test result, fly-ash ratio of replacement higher delay totting time. Same volume of fly-ash ratio of replacement is lower fly-ash ratio of replacement fine aggregate delay setting time. Setting test in curing temperature $35^{\circ}C$ over twice fast setting in curing temperature $20^{\circ}C$ and all specimen setting delay in curing temperature $5^{\circ}C$. F40 specimen end of setting about 30 time. (2) Experiment result age 28day compression strength more fisher plan concrete then standard environment in curing temperature $20^{\circ}C$, cold weather environment in curing temperature $5^{\circ}C$, most strength F43 is hot-weather environment in curing temperature $35^{\circ}C$ replacement binder 25%, fine aggregate 15%. (3) Hot-weather environment replacement a mount of fly-ash is a same of plan concrete setting period of form. Age 28day compression strength replacement a mount of fly-ash more hot-weather concrete then plan concrete.

• 폴리머
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• 제34권3호
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• pp.191-197
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• 2010

이방성 전도필름(ACF)의 경화방법을 개선하기 위하여 이미다졸계 경화제 대신에 저온에서도 경화가 빠른 열잠재성 양이온 개시제형 경화제를 사용한 에폭시 수지의 경화를 연구하였다. 경화특성의 분석을 위해 유리전이온도, 저장모듈러스, 열팽창계수를 포함한 열적기계적 특성을 조사하였으며 열사이클, 고온고습 신뢰성을 관찰하였다. 열잠재성 양이온 개시제형 경화제를 사용한 ACF가 이미다졸계 경화제를 사용한 경우보다 경화속도는 빨랐으며, 열팽창계수는 낮았고, $T_g$가 높아서 고온안정성도 우수하였다. 또 낮은 온도와 빠른 경화에도 불구하고 안정적인 접속 저항을 유지하여 높은 신뢰성을 나타내었다. 본 연구를 통하여 에폭시 경화방법은 ACF의 열적기계적 특성과 신뢰성에 큰 영향을 미치는 중요한 인자임을 확인하였다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2010년도 춘계 학술논문 발표대회 1부
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• pp.83-85
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• 2010

This study, by analyzing autogenous shrinkage of high-strength mortar according to changes of curing temperature, examined whether or not predictive autogenous shrinkage by an accumulated temperature method can be calculated. As a result, it could be known that dependency of autogenous shrinkage on temperature can be examined, but the autogenous shrinkage amount according to accumulated temperature was similar before and after the early $100 ^{\circ}D{\cdot}D$ and, after that, the difference in shrinkage amount by curing temperature was large.