• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.141-144
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• 2006

In this study, evaluation of physical and chemical properties of crushed sand was performed to establish optimal mix proportion standard for concrete using crushed sand afterward. Most of properties of crushed sand were satisfied with KS F 2527. Especially, chemical stabilities such as alkali-aggregate reaction were fairly good. However, considerable attention would be required in using crushed sand from lime stone judging from the result that weight loss of it was more than 23.8%. There were some differences in the properties with production region, stone type and capacity of facility, therefore it is thought that quality should be controled by optimal regulations for corresponding items.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
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• pp.383-384
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• 2009

콘크리트의 건조수축과 크리프는 노출환경, 물성치 및 하중조건 등의 여러 변수에 따라 결정되어 그 예측이 어렵다. 본 연구에서는 국내 8개 FCM 교량 적용 고성능 콘크리트의 실험 데이터를 활용하여 대표적인 5개 건조수축 및 크리프 제안식의 신뢰성를 평가하였다. 예측 모델과 실측 데이터의 합리적인 평가를 위해 5가지 통계학적 평가방법이 이용되었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
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• pp.217-218
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• 2009

기존에 개발되었던 자기충전 콘크리트의 거푸집 예측 모델에 대해 실험을 통한 검증이 이루어졌다. 실험실에서 거푸집 압력을 모사할 수 있는 실험 장비를 제작하였으며, 자기충전 콘크리트에 대해 실험을 수행하였다. 실험결과로부터 각각의 재료에 대해 모델 교정(Calibration)을 수행하였고, 일반적인 타설 조건을 고려한 거푸집 압력 측정 실험과 교정된 모델로 부터 얻은 해석결과를 비교해 보았다. 모델을 구성하는 파라미터는 재하시간에 따라 특정한 경향을 나타내었으며, 해석 값이 측정된 거푸집 압력의 시간에 따른 변화를 정확히 모사하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
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• pp.13-14
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• 2009

정하중뿐만 아니라 충격하중에 대해서도 높은 저항성능을 보이는 것으로 알려져 있는 분절 복합체를 이용, 이에 대한 정하중과 충격하중을 실험 및 해석이 수행되었다. 동시에 분절체의 접합을 위한 최적 모르타르 개발이 수행되었다. 연구결과 분절복합체의 충격저항성능은 계면간의 상호 거동과 분절체의 배열에 따른 거동을 하는 것을 나타났다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2008년도 추계 학술논문 발표대회
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• pp.79-83
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• 2008

With excellent mechanical properties and durability of concrete and construction materials so far because, as has been the most widely used. However, existing in the electrical conductivity of the concrete material is given the characteristics of the concrete can not expand a lot of applications. For example, the cathode material of a parameter, ground resistance materials, electromagnetic shielding materials, sense of self-diagnostic materials, and anti-static materials are available. Currently, research on the electromagnetic shielding and absorbing mortar is incomplete. And Japan, the United States is part of the research in research institutions. Therefore, this research rate in the mouth in a different mix of conductive graphite particle the physical properties of cement mortar about the basic performance characteristics of the robbery was to figure out.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회 논문집(I)
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• pp.205-210
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• 1998

The strength and dimension of recent constructed subway box structures are increased considerably. These increases are resulting in much initial cracks by hydration heat and thermal stress. According to previous studies, decrease of cement amount by using superplasticizer and L/H value is the best way to eliminate hydration heat and stress. The analyses using finite element model were performed. By the result of analysis, the use of superplasticizer and the decrease of the change of longitudinal placing length are proved to be more effective for elimination thermal cracks. By ACI Code, for longitudinal placing length 25 m, the amount of wall temperature reinforcement is always lack despite of concrete mix proportion. With analytical result and the inducing crack joint, the in-site test were performed and the analytical results proved to be effective. However, the inducing crack joint is not effective if it is a small size.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1996년도 봄 학술발표회 논문집
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• pp.107-111
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• 1996

The testing specimens were made from the standard mix proportion according to those of domestic PC factories to establish a basic data for the Accelerated Curing Effect. The experimental tests were conducted according to the conditions of each sub-curing periods. By comparing the results of compression tests on de-molded and 28-day water-curing specimens, we find that the most effective curing condition to obtain more than the required design strength after 28 days of water curing may be as follwings; the presteaming period does not affect seriously and less than $30^{\circ}C$/hr-the rate of temperature rise and less than $82^{\circ}C$ - maximum temperature are necessary. It seems that post-curing procedure is very important factor to increase the effect of accelerated curing.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 가을 학술발표회 논문집
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• pp.89-94
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• 1997

As the reinforced concrete structures are aged, repair and rehabilitation materials and techniques have ben developed. However, most of the repair materials and methods are imported from abroad and theoretical study and repairing techniques are also not well established yet. A specification for quality of repair materials should be established, in order to secure the stability and to improve the serviceability of the repaired structures. In this study, long term properties of repair materials such as thermal expansion coefficient, hardening shrinkage, creep, and chemical resistance have been tested. The material properties shows to be affected many actors such as curing period, temperatures, relative humidity, and etc. The repair material should be selected by considering the cause and shape of the defects, mix properties, workability, quality control of construction, and etc.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.361-366
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• 2003

Recently, construction materials have been guickly advancing. Especially, the rate of development of cement based construction materials is much quicker than steel or composite materials. In order to optimize the ductility and strength of cement based materials, Micro-Mechanics based fiber concrete called Engineered Cement Composite (ECC) has been developed and studied extensively by many researchers in the field due to ECC's remarkable flexural strain and strength capacities, many leading nation (i.e., US, Japan and European countries have reached the point of being able to use ECC in actual constructions. But, due to the belated interest in the field, Korea is lagging behind the leading countries. ECC's ability to use its short fibers to bridge micro-cracks (50-80㎛ in width) allows great ductility and strength. ,In this study, ECC with superior material capacities are manufactured using domestic materials such as cement, silica sand, metal cellulose, etc. Using only domestic products, the optimal W/C ratio and mixing procedures are determined.

• 산업기술연구
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• 제33권A호
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• pp.109-116
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• 2013

In this study the compressive strength data were collected from ready­mix concrete plants, and the analysis result showed that when using A­D test the concrete of 24MPa is suitable than that of 21MPa for normal distribution. The prediction formula for average compressive strength were proposed to $f_{cu}=f_{ck}+4(MPa)$. When comparing the proposed equations and existing relationship, the estimation variations of elastic modulus and creep modulus were not significant. The proposed equation confirmed that there was no effect to the influence function for modulus of elasticity and creep. Therefore, it was concluded that the proposed equation could replace the exiting interaction formula.