• Proceedings of the Korean Institute of Building Construction Conference
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• 2018.05a
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• pp.134-135
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• 2018

In this paper, we investigate the characteristic of ASRC concrete with the addition of liquefaction red mud using red ud which can be used as an alkali activator of alkali-activated slag cement. as a result, the compressive strength and the efflorescence area increased, and as the amount of liquid red mud increased, the compressive strength decreased and the efflorescence area increased.

• The Journal of the Korea institute of electronic communication sciences
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• v.12 no.6
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• pp.1081-1086
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• 2017

The measurement and control device which is for controlling the best mixture rate is needed to produce the best quality concrete in Batch Plant. Present the workers do the measurement and control with each equipped devices such as a indicator, PLC and a scale. That is difficult to use especially for beginner in field. In this paper, we developed the integrated measurement and control system which is composed of hardware with PCB and software. It is easy to use for beginner worker in plant field.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2015.05a
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• pp.236-237
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• 2015

Concrete is the one of the most widely used in every country as a structural materials. On the other hand, a lot of fire incident has been occurred all over the world. But maintenance methods such as inspection and diagnostic methods, design methods, quality control methods for the purpose of improving the performance of concrete structures damaged by fire has made in its own way. Therefore, the purpose of this proposal of new working item is is to ensure the safety of the concrete structures damaged by fire in the field of assessment of damage, design, repair methods and so on through the International Organization for Standardization.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2014.11a
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• pp.19-20
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• 2014

This study is to find out the tensile strength and bonding strength of VAE powder as a preliminary study for the application of the powder to the high strength concrete. The result of the study showed that the compressive strength decreases when more polymers is put into the concrete. On the other hand, it showed that the tensile strength and the bonding strength get improved when the more polymers are put into the concrete. Especially in case of the mixture for high strength concrete, it was found out that more strength is produced than the ordinary concrete.

• Proceedings of the Speleological Society Conference
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• 2004.11a
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• pp.25-32
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• 2004

본 논문은 북제주군 협제리 해안가 근처에 소재한 건지굴을 대상으로 화산지역의 용암동굴에서 특이하게 진행되고 있는 용암석회질화 현상에 대하여 동굴내부와 주변 상황에 근거한 분석과 고찰을 통하여 석회질화의 발생 원인을 규명하는데 기여하고자 하였으며, 특히 동굴내부의 생태계와 연관된 분석을 병행 시도하였다. 용암동굴(화산동굴)은 생성이후 퇴화한다. 그러나 용암동굴에서 용암석회질화(lava-calcification) 현상이 발생하면 용암의 기공과 균열부분 또는 용암석간의 틈새에 석회질 성분이 지하수에 녹아 침투하여 고화되면서 구조적 보강효과가 발생하여 견고하게 진행된다. 이러한 현상은 마치 콘크리트 건축구조물에서 구조재료들을 물리적으로 연결하여 결합시키는 시멘트의 역할과 같으며, 따라서 용암동굴의 경우, 동굴이 형성된 이후에 전반적으로 퇴화가 진행된다고 알려진 일반적 경향에 반하여 용암석회질화 현상에 의해 오히려 구조적 보강현상이 이루어지고, 용암석회질화 현상이 진행될수록 용암동굴의 일반적 경향으로 나타나는 동굴퇴화현상 보다는 구조적 견고함의 진행성을 나타내는 특이현상을 갖는다. 이와 같은 진행성 용암석회질화 현상이 북제주군 협제리에 소재한 건지굴에서 진행되고 있음이 국내에서 최초로 확인되었다.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2017.11a
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• pp.32-33
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• 2017

In order to improve the flow performance of high performance concrete, use of high performance water reducing agent and low viscosity type water reducing agent is a study of suitable range of use due to side effects. in this study, we aimed at reducing viscosity and yield value using high performance water reducing agent and low viscosity type water reducing agent, and this was evaluated using a rheometer. as a result of analysis of viscosity and yield value, it was found that the high performance water reducing agent has higher reduction effect than the low viscosity type water reducing agent. however, the larger the viscosity lowering effect is, the lower the usable range is, compared to general high performance water reducing agents, and it was found that sufficient consideration for this judgment of appropriate quantity is necessary.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2013.11a
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• pp.48-49
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• 2013

This test investigates early strength and durability of concrete using early strength type materials(cement, Polycarboxylate acid). The goal of this test is to secure the strength of 5.0 MPa in 12 hours early age and strength of 14 MPa for 24 hours correspondingly. This type of admixtures, concrete curing temperature, amount of binder and other concrete properties were confirmed by experimental factors. Comparing outcomes from two cases on using early strength type materials and common materials resulted in reducing of costs and shortening of the construction period, that determined the economical benefits of using early strength materials in construction.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2011.05a
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• pp.117-118
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• 2011

The acid stained agents are able to make remarkably thin colored layers on concrete surfaces and have simple processes for applying them comparably. This study has examined properties of the reaction to acid stained agent and cement hydrate. We've observed that the C-S-W autoclave cured specimens contain less Calcium Hydroxide than the others and create tobermorite of C-S-H system crystalline and concluded that the reactions of acid stained agent become slowdown under C-S-W and cause light colors of specimens.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2013.11a
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• pp.186-187
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• 2013

Recently, high fluidity concrete is becoming more prevalent. High fluidity concrete uses admixture or thickener in order to prevent separation of materials due to increased fluidity, and, especially, BS is becoming more use for reduced heat of hydration and improved long-term strength. This study examined the effect of BS on fluidity of cement paste from a rheological viewpoint. As for BS types, materials equivalent to 1 types of KS F 2563 and the cement mass was substituted by 20, 40, 60, 80%.

• Journal of the Korean Ceramic Society
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• v.47 no.5
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• pp.412-418
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• 2010

This paper presents the results of experimental work on both mechanical properties and durability of concrete or mortar incorporating silica fume. The aim of this study was to investigate the effect of replacement of silica fume on the performance of hardened concrete or mortar. The replacement levels of silica fume that replaced cement in this work were 0%, 5%, 10% and 15%, respectively. The results of this study indicate that both mechanical properties and durability of concrete are greatly dependent on the replacement levels of silica fume. As the replacement level of silica fume increased, the mechanical properties including compressive and flexural strengths, and static modulus of elasticity were proportionally enhanced. Furthermore, it was found that silica fume had some beneficial effects on the resistances to both chloride ions penetration and sodium sulfate attack. However, it exhibited poor resistances to both freezing-thawing action and magnesium sulfate attack.