• Title/Summary/Keyword: 콘크리트 유동분석

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Improvement of Concrete Lining Construction Method in Large Section Tunnel (대단면 터널 라이닝 콘크리트 타설 기법 개선에 관한 연구)

  • Kim, Sang-Whang;Ra, Kyong-woong;Koh, Sung-Yil
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.8 no.1
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    • pp.77-86
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    • 2006
  • Although the adverse critisism have been continued that the concrete lining need or not, most tunnel engineer agree that the concrete lining needs to increase the tunnel safety To establish the concrete lining's quality improvement method, we grasp the basic problems in lining construction process and propose the lining construction methods to increase the concrete quality This paper present a reason of initial crack occurrence in the large section tunnel (4 lane wide span tunnel), lining and an improved method for crack minimization in construction process. It is also verified verify that the proposed method can give qualified concrete lining by carrying out the concrete injection model test and the numerical analysis of concrete flow.

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A study on the Effects of Superplasticizres on the Engineering Properties of Plain Concrete(II) (고성능감수제가 콘크리트의 공학적 특성에 미치는 영향(II))

  • 박승범
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.28 no.2
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    • pp.74-86
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    • 1986
  • 유동화콘크리트의 공학적 특성에서 시간-의존거동을 확인하기 위하여,나프타렌 설폰산염 폴리머 고축합물인 Rheobuild 1000과 메라민 설폰산염 고축합물인 NP-20의 고성능감수제를 사용한 유동화콘크리트와 보통콘크리트를 제조하여 비교.고찰을 행하였으며, 고성능감수제의 종류 및 함량이 콘크리트의 공학적 특성에 미치는 영향을 구명하기 위하여 재령 3일, 14일, 28일, 60일, 90일, 180일의 압축강도를 측정, 조기 및 장기압축강도를 조사하였고, 인장강도 및 탄성 변형에 미치는 영향을 조사하였다. 또한 습윤 및 에어콘디션의 양생조건하에서 시간의 경과에 따른 건조수축 및 크리이프 변형을 조사.분석함으로써 유동화콘크리트의 시간-의존거동을 확인하였다. 실험결과, 사용 고성능 감수제의 종류에 따라 차이는 있으나, 고성능 감수제의 사용은 일반적으로 워커빌리티 성능을 개선하고 압축 및 인장도를 크게 향상시키며, 탄성계수는 보통의 콘크리트에 비하여 높게 나타났다. 또한 건조수축 및 크리프 변형의 감소에 매우 양호한 결과를 나타내어 앞으로 건설용 용도로써 효과적인 것으로 판단되었다.

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The Physical property of Segregation Reducing Type Flowing Concrete Containing The Organic Synthesis a Complex Type (유기복합체를 함유한 분리저감형 유동화 콘크리트의 물리적 특성)

  • Park, Kyu-Rok;Yoo, Seung-Yeup;Lee, Sang-Rae;Koo, Ja-Sul;Kang, Suck-Hwa
    • Proceedings of the Korea Concrete Institute Conference
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    • 2010.05a
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    • pp.327-328
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    • 2010
  • In this paper, was determined optimal mixture proportion of segregation reducing type superplasticizer, and it was used to analyze the characteristics of the concrete. As a result, organic acid type and organic synthesis containing complex flow concrete with KASS 5T-401 are satisfied with the quality standards.

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Rheological Properties and Particle Packing of Different Sized Blast-furnace Slag Powder (고로 슬래그 분말의 입도에 따른 충전률과 유동특성)

  • Byun, Seung-Ho;Park, Hyo-Sang;Song, Jong-Taek;Yoo, Dong-Woo;Lee, Seung-Heun;Kim, Sang-Yun
    • Proceedings of the Korea Concrete Institute Conference
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    • 2009.05a
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    • pp.353-354
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    • 2009
  • The different sized slag powder, which have been used widely as a cement binder, was obtained by using 3 kind of mills. Two kinds of slag powder with different size was mixed and then investigated the relationship between the rheological properties and the particle packing ratio or particle distribution. It was found that the rheological properties of two mixed slag powder was proportional to the particle packing ratio of it. And the paste flowability of the mixed slag powder with wide particle distribution was very good.

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Suggestion of a Model for Filling Coefficient of Hydraulic Cylinder in Concrete Pump (콘크리트펌프 유압실린더의 충진율 모델 제안)

  • Park, Chan-Kyu;Jang, Kyong-Pil;Jeong, Jae-Hong;Kwon, Seung-Hee
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.4 no.2
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    • pp.195-202
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    • 2016
  • In general, piston pumps are frequently used for concrete pumping. Filling coefficient signifies the ratio volume of a hydraulic cylinder to volume of concrete inside the cylinder. Therefore, it may be considered as a parameter directly affecting the flow rate and efficiency for concrete pumping. However, accurate analyses on this aspect have not yet been performed. In this paper, the data measured from horizontal pipeline pumping tests for 350m and 548m in length was analyzed to identify the relationships of rheological properties of concrete and stroke time with the filling coefficient. In addition, an equation allowing prediction of the filling coefficient from rheological properties of concrete and stroke time has been suggested.

Evaluation of Setting Delay in Mortar Adding Superplasticizer Using Electrical Resistivity Measurement (전기비저항 측정법을 이용한 유동화 모르타르의 응결 지연 현상 평가)

  • Lee, Hanju;Yim, Hong Jae
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.22 no.6
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    • pp.9-15
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    • 2018
  • According to the development and use of self-consolidating concrete in field, interest in material properties of early-age concrete is rising. Setting time with hydration process of cement is one of significant indicator to evaluate the early-age material properties of concrete, various nondestructive methods including penetration resistance measurement have been proposed to estimate setting time. This study performed an experimental approach to evaluate setting time delay in mortar adding superplasticizer using electrical resistivity measurement. For this purpose, total nine types of mortar samples were prepared, and its electrical resistivity was monitoring during 24h after mixing. From the experimental result, rising time of electrical resistivity was used to evaluate setting delay of mortar, and penetration resistance was also measured for comparison. In addition, dynamic elastic modulus and compressive strength of 1day mortar were measured to investigate a possibility the use of electrical resistivity measurement for evaluation of early-age material properties.

Review: Utilization of Coal Bottom Ash for Concrete and Mortar (총설: 콘크리트 및 모르타르를 위한 석탄 바텀애시의 활용)

  • Kim, Hyeong-Ki
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.8 no.3
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    • pp.333-348
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    • 2020
  • The present review dealt with the state-of-art on utilization of coal bottom ash in cement-based concrete and mortar. Two types of bottom ashes generated from pulverized coal combustion and circulating fluidized-bed combustion systems have been considered. The production process, chemical and physical characteristics of both ashes, and the methodology of utilization in various cement composites are summarized. The effect of bottom ash on various properties of concrete, such as workability, strength, and durability, were reviewed from the literature. In addition, the environmental and economic aspects of utilizing bottom ash in concrete are analyzed to explore the perspectives of bottom ash utilization, and through this, the future of the utilization was considered. The effect of bottom ash on the performance of concrete and mortar was greatly depended on the condition, pretreatment, and processing of the ash. Additional processing such as crushing might contribute to stimulating the utilization in this field. In particular, if economic support is possible in terms of policy, utilization rate is expected to be improved.

The mold form coating material research for the exposure concrete surface control (노출콘크리트 표면처리를 위한 거푸집 코팅재료 연구)

  • Lee, Young-Do
    • Journal of the Korea Institute of Building Construction
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    • v.10 no.5
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    • pp.137-143
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    • 2010
  • This research is a comparative analysis of the surface gloss of concrete depending on the coating material added to the cast, and includes analyses of the surface gloss of specimens made of cement mortar, with and without the addition of superplasticizer. In terms of coating material, the 7th material, which is part of a liquid packaging material, was shown to have the highest gloss, and was followed by the 3rd material, which uses transparent film. As the level of gloss is shown to vary depending on the material used for the coating film, it can be interpreted that the surface gloss can differ depending on surface particles and chemical composition factors. To make a concrete surface smooth, it is more effective to use a coating material with impermeability and a highly dense surface.

An Experimental Study on the Rheology Characteristics of Insulating Concrete (단열콘크리트의 레올로지 특성에 관한 실험적 연구)

  • Ryu, Dong-Woo;Ji, Suk-Won;Jeon, Hyun-Kyu
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.4 no.2
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    • pp.118-124
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    • 2016
  • The purpose of this study is to analyze the rheology characteristics of insulating concrete for each type of insulation performance improvement material and utilize the result as preliminary data for optimal flow designing and pumping analysis. As a result, when lightweight aggregate was mixed, the yield stress decreased significantly, and in case of type 2, the combination of micro form cell admixture (MFA) and calcined diatomite powder (DM) showed the most ideal flow characteristics. In case of type 3, the combination of micro form cell admixture (MFA), calcined diatomite powder (DM) and lightweight aggregate (L) showed the best flow characteristics.