• 레미콘
• /
• no.4 s.63
• /
• pp.77-95
• /
• 2000

• 레미콘
• /
• no.4 s.59
• /
• pp.36-49
• /
• 1999

• Magazine of the Korea Concrete Institute
• /
• v.10 no.3
• /
• pp.135-142
• /
• 1998

본 연구는 초유동 콘크리트용 모르타르의 물/결합재비 및 고성능 감수제 첨가율에 따른 상대플로우 면적비와 상대깔대기 속도비의 상관관계를 실험으로 검토한 것이다. 구속수비 실험결과, C급 플라이애쉬>F급 플라이애쉬 > 석회석분순으로 나타났기 때문에 F급 플라이애쉬 및 석회석분은 유동성 개선에 효과적인 것으로 나타났다. 또한 모르타르 실험결과, 상대플로우 면적비와 상대깔대기 속도비는 고성능 감수제 첨가율이 일정할 경우 물/결합재비의 변화에 따라 원점을 지나는 직선관계로 나타났지만, 물/결합재비가 일정할 경우에는 고성능 감수제 첨가율의 변화에 따라 원점을 지나는 곡선관계로 나타났다. 따라서, 수식화 모델은 Rm= A. m0.4가 합리적이며, 최적값인 ( m .Rm)=(5.1)을 만족하는 배합조건은 플라이애쉬의 경우 치환율 30%, 물/결합재비 83%이며, 석회분의 경우 치환율30%, 물/결합재비 77%로 판명되었다.

• Magazine of the Korean Society of Agricultural Engineers
• /
• v.40 no.6
• /
• pp.104-113
• /
• 1998

The purpose of this experimental research is to produce the super-workable concrete using ordinary portland cement, blast-furnace slag lowder, and fly ash respectively, and investigate mechanical properties of super-workable concrete. For this purpose, after production of super-workable concrete for different unit weights of binder and percentages of fine aggregate, optimum mixing proportion of them was determined, and then mechanical properties of super-workable concrete such as static modulud of elasticity as well as compressive, tensile and flexural strength were tested and analyzed. Also, the mechanical performances of super-workable concrete were compared with those of high-strength concrete has an excellent mobility, compactability and segregation-resistance, but the strength of super-workable concrete is somewhat lower than that of high-strength concrete with equal mixing proportions of concrete.

• Magazine of the Korea Concrete Institute
• /
• v.8 no.4
• /
• pp.86-93
• /
• 1996

• 레미콘
• /
• no.8 s.89
• /
• pp.18-25
• /
• 2006

• 레미콘
• /
• no.1 s.54
• /
• pp.55-59
• /
• 1998

• Proceedings of the Korea Concrete Institute Conference
• /
• 1993.10a
• /
• pp.51-56
• /
• 1993

This is a part a study on the development of High-Performance Concrete ; about experimental results from several test methods to estimate workability in fresh concrete and influences of concrete mix design that affects properties of super-flowing concrete. Super-flowing concrete can be filled in a formwork without any vibration because of its excellent workability of passing narrow space and filling complicated shaped mold, new test methods should be used to estimate the workability and rhelogy in super-flowing concrete instead of slump test method in conventional concrete.

• Magazine of the Korea Concrete Institute
• /
• v.10 no.6
• /
• pp.281-289
• /
• 1998

This study has been performed to test the flowability and filling ability of high flowing concrete as well as distribution of aggregate and pore of core specimen, heat of hydration, compressive strength and core strength of concrete. In addition, the resistance to chloride ion penetration and chemical solutionof concrete was tested in order to evaluate the resistance to sea water of concrete and its application of high flowing concrete using blended low heat cement in the field of Seohae Grand Bridge. The properties of high flowing concrete with blended low heat cement were compared with ordinary 25-240-15 concrete using Type V cement. As the results of this study, the flowability and filling ability of high flowing concrete with blended low heat cement is satisfied without vibration. Though the cement content of high flowing concrete with blended low heat cement was 400kg/m$^2$, the rising temperature of it was relatively lower than that of the ordinary 25-240-15 concrete with Type V cement. Also, the compressive of high flowing concrete with blended low heat cement is similar to that of the ordinary 25-240-15 concrete with Type V cement.

• Proceedings of the Korea Concrete Institute Conference
• /
• 1995.04a
• /
• pp.48-53
• /
• 1995

Recently, work of construction industry is not enough to do in tamping because of a lack of expert, advanced-age of worker, increase of structure of high-dengity arrangment and machanization of concrete pumping method Accordingly it is required for high-qualuily concrete with excellent flowability, Self-placeability and regregation registance. In this point of view, this study is investigated for requiremend properties of ultar-flow concrete using dimestic material as for development of Ultra-Flow concrete in the side of material