• Proceedings of the Korea Concrete Institute Conference
• /
• 2008.11a
• /
• pp.349-352
• /
• 2008

The research conducts a four-point loading test by making two reinforced concrete beams(HSCC test specimen and conventional concrete test specimen) in order to apply an HSCC with a normal strength(30MPa) to a structure. Also, it compares and analyzes the characteristics of the flexural behavior of HSCC and conventional concrete. The stiffness and ductility of the test specimens of HSCC and conventional concrete show similar behavior, but HSCC is more effective in crack control than conventional concrete. The result of the research demonstrates that HSCC can be applied in the construction site.

• Proceedings of the Korea Information Processing Society Conference
• /
• 2014.04a
• /
• pp.495-498
• /
• 2014

현재 무선충전은 자기유도와 자기공진 두 가지 방식이 주류를 이루고 있다. 자기유도 방식은 전력 송신부 코일에서 자기장을 발생시키면 그 자기장의 영향으로 수신부 코일에서 전기가 유도되는 전자기유도 원리를 이용한다. 자기공진 방식은 송신부 코일에서 공진 주파수로 진동하는 자기장을 생성, 동일한 공진 주파수로 설계된 수신부 코일에만 에너지가 집중적으로 전달되도록 한 기술이다. 최근에 스마트폰의 무선충전에 대해 관심이 높아지고 있으며, 많은 기업들이 무선충전을 개발하고 있다. 사용자에게 있어 편리함을 주는 무선충전이지만 보안위협이 존재하고, 이것에 대한 표준화와 보안대책요구사항은 체계적이지 않다. 이에 본 논문은 모바일기기에서 자기공진방식의 무선충전의 보안 위협과 보안요구사항을 정의해 분석하고 보안요구사항을 제안한다.

• Proceedings of the Korea Concrete Institute Conference
• /
• 2008.11a
• /
• pp.497-500
• /
• 2008

This research carries out experiments for hydration exothermic rate and adiabatic temperature rise of concrete to examine the characteristics of the hydration heat of high flowing self-compacting concrete with a normal strength. As a result of the hydration exothermic rate experiment, the high flowing self-compacting concrete that used Lime stone powder and fly ash as polymers shows that its hydration heat amount reduces due to the reduction of unit cement. The result measured the adiabatic temperature rise of concrete presents that high flowing self-compacting concrete having lots of binder contents has a good performance in temperature reduction due to the effect of polymer and that triple adding high flowing self-compacting concrete has a similar temperature rise speed with conventional concrete. As a result of the research, high flowing self-compacting concrete shows a better temperature reduction performance for the binder content per unit than conventional concrete. In addition, it is judged that triple adding high flowing self-compacting concrete with a specified concrete strength 30 MPa is more beneficial in temperature reduction and early hydration heat than double adding high flowing self-compacting concrete.

• Journal of the Korea Concrete Institute
• /
• v.20 no.2
• /
• pp.175-183
• /
• 2008

Domestically, application of High Flowing Self-Compacting Concrete (HSCC) is limited to building structures and it is difficult to find examples of application in civil infrastructural constructions. However, in the case of North America and Europe, by introducing precast and prestressed system, HSCC is being used for high-density reinforced bridge members. Hence it is assessed that broadening the utilization of HSCC into areas such as bridges and civil construction is required. Therefore in this research, to apply HSCC to high-density reinforced bridge members, ground granulated blast-furnace slag and fly ash were mixed in binary and ternary systems. Also the dynamical characteristics of HSCC, following 1st class regulations of Japan Society of Civil Engineers (JSCE), were assessed to enable application on high-density reinforced structures. The test results revealed ternary system mixture showed better mechanical characteristics than binary system mixture and the application on high-density reinforced precast bridge members seems possible.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.30 no.6A
• /
• pp.573-580
• /
• 2010

This paper presents the development of self-consolidating concrete (SCC) using lightweight aggregates. SCC using Lightweight aggregate properties have been evaluated in terms of flowability, segregation resistance and filling capacity of fresh concrete as per the standards of the Japanese Society of Civil Engineering (JSCE). The measurement of the mechanical properties of hardened SCC using lightweight aggregate, including compressive strength, splitting tensile strength, elastic moduli and density, as well as its dry shrinkage and carbonation properties were also carried out. The characteristics of SCC using lightweight aggregate at the fresh state showed that as the use of the lightweight aggregate, the flowability improves without exception of Mix No. 9 but the segregation resistance tends to decrease without exception of Mix No. 3, 4 and 5. The 28 days compressive strength of the SCC using lightweight aggregate was found to be 30 MPa or higher. The relationship between the compressive strength and the splitting tensile strength was found to be similar to the expression presented by CEB-FIP, and the relationship between the compressive strength and the elastic moduli was found to be similar to the expression suggested by ACI 318-08 which takes into consideration the density of concrete. The density of the SCC using lightweight aggregate decreased by up to 26% compared to that of the control SCC. Also, The dry shrinkage and carbonation depth of the SCC using lightweight aggregate increased compared to that of the control SCC.

• Journal of the Korea Concrete Institute
• /
• v.25 no.6
• /
• pp.657-665
• /
• 2013

The purpose of this study is the basic research of self-compacting concrete using Alkali-Activated Slag (AAS) binder in order to emphasize the durability of structures and facilitate casting the fresh concrete in field. The AAS binder emitted low carbon dioxide ($CO_2$) is eco friendly material of new concept because AAS products not only emit little $CO_2$ during production but also reuse the industrial by-products such as ground granulated blast-furnace slag (GGBS) of the steel mill. Until now, almost of domestic and foreign research are using Ordinary Portland Cement (OPC) for self-compacting concrete, and also, nonexistent research about AAS. The self-compacting concrete must get the performance of flowability, segregation resistance, filling and passing ability. Nine concrete mixes were prepared with the main parameter of unit amount of binder (400, 500, 600 $kg/m^3$) and 3 types of water-binder (W/B) ratio. The results of test were that fresh concretes were satisfied with flowability, segregation resistance, and filling ability of JSCE. But the passing ability was not meet the criteria of EFNARC because of higher viscosity of AAS paste than OPC. This high viscosity of AAS paste enables the manufacturing of self compacting concrete, segregation of which does not occur without the using of viscosity agent. It is necessary that the development of high fluidity AAS binders of higher strength and the study of better passing ability of AAS concrete mixes in order to use self compacting AAS concrete in field.

• Proceedings of the KIPE Conference
• /
• 2017.11a
• /
• pp.205-206
• /
• 2017

현재 무선전력전송 기술의 발전으로 무선충전에 대한 다양한 제품이 빠르게 출시되고 있다. 현재 출시된 제품의 무선충전패드는 자기유도방식을 이용한 접촉식 충전으로 거리의 제한이 있으며, 한 대의 기기밖에 충전할 수 없다. 본 논문에서는 자기공진방식을 이용하여 기기를 비접촉식으로 충전하며, 다수의 기기를 동시에 충전하는 시스템을 소개하고 간단한 결과를 제시한다.

• Proceedings of the Korea Information Processing Society Conference
• /
• 2013.11a
• /
• pp.821-823
• /
• 2013

무선충전기술은 개인별로 사용하는 모바일기기가 늘어나 충전에 따른 문제로 필요성이 대두되면서 무선충전의 세계 시장은 매년 80%이상 성장할 것으로 예상된다. 무선충전기술은 크게 전자파가 근거리 자기장을 통해 하나의 매체에서 다른 매체로 이동하는 기술인 자기공진방식과 수 mm내외로 인접한 두 개의 코일에 유도전류를 일으켜 배터리를 충전하는 방식인 자기유도방식으로 나뉜다. 현재는 모바일 기기시장에서 무선충전기술에 대한 성장이 이루어지고, 자동차의 경우도 전기자동차의 보급과 맞물려 시장에 보급될 것으로 보여 무선전력전송기술은 미래가 기대되는 기술이라고 볼 수 있다. 이러한 시점에서 무선충전이 적용된 다양한 환경에서 발생할 수 있는 보안 위협 요소를 도출하고자 한다.

• Proceedings of the Korea Concrete Institute Conference
• /
• 2008.04a
• /
• pp.461-464
• /
• 2008

This study is compactability and Passing ability to get to know the flowing characteristic of high flowing self-compacting concrete with mixing steel fiber of various size and diameter. After flowing test, size and diameter are getting longer, flowing performance is getting lower. It meets the standard of combined high flowing self-compacting concrete of JSCE 2 grade and passing performance from ASTM C 1621. Through this study, it can be possible to be applied in site of HSCC with mixing steel fiber.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.28 no.1A
• /
• pp.155-163
• /
• 2008

On the construction site with trends of large scale, high rise and specialization, testing construction of high performance concrete, superior to conventional concrete, is continued to increase. For bridge construction, application of full staging method is gradually decreasing due to noise, dust, and prolonged construction period. Recently, precast construction, which is optimized to urban environment and shorter work period, gains popularity significantly. In bridge structure, overcrowding arrangement of bar is used to ensure its safety. For the manufacturing of overcrowding arrangement of bar, High flowing self-compacting concrete, which is superior to conventional concrete in flowability and compacting property, should be implemented. In this study, the application of blast-furnace slag and fly ash to binary and ternary blended system on the High flowing self-compacting concrete for bridge structure with overcrowding arrangement of bar is evaluated by flowability in accordance with the first class regulations of Japan Society of Civil Engineering (JSCE).