• Proceedings of the Korea Concrete Institute Conference
• /
• 2005.05b
• /
• pp.469-472
• /
• 2005

With all ensuring the fire resistance structure as a method of setting the required cover thickness to fire, the RC is significantly affected from the standpoint of its structural stability that the compressive strength and elastic modulus is reduced by fire. Normally, the degradation of concrete member exposed to fire is largely dependent on the fire scale and fire condition. There is therefore a need to precisely predict the deterioration and fire damage of the exposed member. Thus, this work estimated the temperature distribution inside a member taking into consideration of the thermal properties by means of finite element method(FEM). The estimation results in a little higher prediction value than the experimental value in surface layer and is almost coincident with the experiment as the heating depth increase. From this work it can be known that the simulation application of FEM using the thermal properties of concrete member in high temperature gives rise to the confident prediction in the prediction of temperature distribution.

• Journal of the Korean Recycled Construction Resources Institute
• /
• v.2 no.1
• /
• pp.40-45
• /
• 2014

Although the accelerators are used at the early stage to control setting-time and strength of concrete when cold-weather concrete is utilized, no security of workability occurs because the early hydration makes them react rapidly. Therefore, the tablet used in previous study is applied in this study. In particular, because a small amount of fly-ash being replaced in cold weather concrete of domestic, fly-ash concrete incorporating the tablet is discussed in workability by elapsed time, early strength to ensure the development of adequate strength, and freezing-thawing resistance. As a result, both 0.5 and 1.0% tablets were found to be superior. Thus, it was verified in cold weather concrete incorporating fly-ash that workability can be secured, as well as the development of early strength to prevent early frost.

• Journal of the Korean Ceramic Society
• /
• v.39 no.10
• /
• pp.963-969
• /
• 2002

In this studies, methly celluloes was used as antiwashout admixture and when considering the physical properties and economical efficiencies of Underwater Concrete as the results of making an experiencing slump flow, flow loss, setting time, suspension and pH also compressive strength and underwater/an air compressive strength ratio according to the adding amount changes 5, 7, 9, 11 kg/$m^3$ to Underwater Concrete of melamine superplasticizer, the using amount of melamine superplasticizer in Underwater Concrete approximately represents 9 kg/$m^3$.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.29 no.1A
• /
• pp.95-100
• /
• 2009

This study proposed mix proportions of early strength pavement concrete for large size area using calcium nitrate. Therefore, we used type III cement with calcium nitrate. Laboratory tests conducted to air content, slump loss test, setting time test, compressive strength test and flexural strength test. Our early strength pavement concrete mixture proportion proposed in this study for large size area attained the required compressive strength of 21 MPa and a flexural strength of 3.8 MPa, which allowed it to be opened to traffic within 8 hours. Based on test results, we suggested optimum mix proportions of early strength pavement concrete for large size area using calcium nitrate.

• Magazine of the Korea Concrete Institute
• /
• v.10 no.5
• /
• pp.81-87
• /
• 1998

최근 들어 교통난 해소를 위한 도로확폭 공사나 파일항타 및 발파 등의 공사가 많이 진행되고 있으며, 이러한 경우 진동의 영향으로 콘크리트의 품질 저하에 영향을 미칠 것으로 예상된다. 이에 따라 본 연구에서는 진동과 굳지 않은 콘크리트에 미치는 영향을 평가하기 위하여 실험변수를 진동속도, 진동발생점등으로 나누어, 콘크리트의 압축강도, 부착강도를 측정하였다. 또한 응결시간을 측정하여 외부 진동용인이 응력에 미치는 영향을 평가하였다. 진동속도는 0.25cm/sec ~4.2cm/sec까지 변화시켰고, 진동가력시점은 타설 직후(0시간)부터 타설 후 2, 4, 6, 12 시간 후 에 진동을 가하였다. 본 연구의 실험 결과 진동속도 0.25cm/sec 에서는 압축 강도와 부착강도가 증가하는 반면에 진동속도 0.5cm/sec 이상에서는 압축강도는 5~12% 정도 감소하고 부착강도도 이와 유사하게 감소하는 것으로나타나고 있다. 응결시간은 0.25cm/sec의 작은 진동에서는 영향이 거의 없으나 0.5cm/sec 이상에서는 타설 직후의 진동시 응결시간이 다소 빨라지는 것으로 나타났다. 본 연구 결과, 양생초기 콘크리트의 진동 허용치는 약 0.3~0.4cm/sec 로 나타나고 있으며, 이것은 앞으로 실제 구조물의 시공시 진동규제치로서 하나의 유용한 자료가 될 수 있을 것으로 사료된다.

• Proceedings of the Korean Institute of Building Construction Conference
• /
• 2020.11a
• /
• pp.127-128
• /
• 2020

This research is part of the research for unifying the mass concrete and utilizing the rate of super retarding agent. We analyzed the performance of super retarding agent 20℃ conditions. It was found that there was no deterioration in fluidity and air quality due to the change in the super retarding agent mixing rate. It was found that when super retarding agent was mixed up to 0.5 %, it was delayed for 22.3 hours at 20℃. Therefore in order to ensure the performance required at the site, the super retarding agent mixing rate must be determined by fully considering the situation at the site. In addition it will be analyzed that super retarding agent performance analysis at high temperature will be required in subsequent studies.

• Proceedings of the Korean Institute of Building Construction Conference
• /
• 2017.11a
• /
• pp.96-97
• /
• 2017

Performances such as retention, setting time and strength generation of mortar with phosphate-introduced chemical admixture, domestic and foreign admixtures are evaluated to find one that meets over 3 hours retention in extremly hot weather condition in this study.

• Magazine of RCR
• /
• v.6 no.3
• /
• pp.24-27
• /
• 2011

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.26 no.3A
• /
• pp.547-553
• /
• 2006

To know the effect of pigments on the material properties of color concrete, mortar and concrete tests were carried out by the using 5 kinds of pigment. The major component of red, yellow and black pigments was iron oxide and coloring component of blue and green pigments was copper phthalocyanine. Properties of mortar and concrete were some of difference according to adding ratio and kind of pigments. In case of using red, yellow and black pigments, setting time of concrete speeded a little and compressive strength was tendency to increase and slump or air content of concrete was same or decreased. On the other hand, in case of using green and blue pigments, compressive strength of concrete decreased largely because of the excessive air entrainment of surfactant and sump or air content of concrete increased highly. When the antifoaming agent was added to the color concrete mixed with green and blue pigments, compressive strength of concrete was improved and similar to that of concrete without pigment.

• Journal of the Korea Concrete Institute
• /
• v.17 no.6 s.90
• /
• pp.1011-1018
• /
• 2005

The influence of liquid shotcrete accelerators(alkali aluminate, two types of alkali-free) was investigated. Comparing to the existing alkali aluminate accelerator, new alkali-free accelerator, AF2, shortened initial and final setting of cement system, and after curing for 1 day compressive strength was analogous with others. On the other hand, compressive strength of specimen cured for 12 hour was the highest by the addition of alkali aluminate accelerator, but final strength was the lowest by that. But compressive strengths of AF1, AF2 were similar to Plain up to 28day. Further from XRD(X-Ray Diffractometer) and DSC(Differential Scanning Calorimeter) analyses, we confirmed that setting promoted by alkali aluminate was mainly because of Ca(OH)2(calcium hydroxide), but the accelerating behavior of alkali-free was influenced by the needle-like ettringite$(6CaO{\cdot}Al_2O_3{\cdot}3SO_3{\cdot}32H_2O)$ crystal.