• Resources Recycling
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• v.19 no.1
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• pp.13-20
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• 2010

Much energy is consumed up when making a concrete. And especially, because lots of $CO_2$ is discharged for combination material, cement, we are making efforts in order to get lid of this negative thought. Recently, much interest is given to manufacturing eco concrete which is environment friendly and its' application. We should study manufacturing of the concrete whose environment friendly performance should be improved as consistent development concept in order for various approaches to be settled down our country such as lowering of environmental load, utilization of industry wastes and improvement of environment related performance. This study inquired into utilization possibility through from various tests results after manufacturing eco type mixed concrete whose purpose is to lower environmental load in which cement and aggregates can be replaced with metakaolin which is natural material and copper slag which is industry by product.

• Proceedings of the Korean Environmental Sciences Society Conference
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• 2007.05a
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• pp.354-358
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• 2007

레드머드와 피그먼트의 미세구조분석과, 이를 이용한 칼라 콘크리트의 강도 특성 연구, 초기 건조수축 실험, 그리고 색상분석 결과, 레드머드를 사용한 칼라 콘크리트는 산업현장에 실용화될 수 있는 충분한 물리적 특성을 나타내었다. 뿐만아니라 종래의 산화철 피그먼트를 사용한 칼라 콘크리트와 비교하여 월등히 우수한 디자인 특성을 나타내었다. 따라서, 레드머드는 디자인 중심의 도로포장 조성에 대량 이용 가능하다고 판단된다. 향후, 장기적인 색상분석과 강도특성에 대한 연구가 수행되어야 한다고 사료된다.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.825-828
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• 2008

Along with elevation of life of modern persons and living, interest for living environment and concrete rose by new request augmentation about health. and the qualitative-quantitative estimation for environment is required. This studies applied sense method of examination that measure fetid offensive smell strength using person's rear trail who is healthy by basis valuation method about concrete air environment. and this study Presented offensive odor estimation processor of cement mortar. Measured fetid degree that cement can happen at early hydration process step.

• Magazine of the Korea Concrete Institute
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• v.18 no.5 s.94
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• pp.73-82
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• 2006

다양한 조인트를 갖도록 제작된 콘크리트 실험체내 철근의 부식에 대한 상세한 조사가 이루어졌다. 실험체들은 25년 동안 조수간만대에 노출되었다. 몇몇 실험체들은 25년 후에 가속챔버내에서 보다 가혹한 열화환경에 노출되었다. 실험항목은 부착강도, 중성화깊이, 염분농도, 부식의 전기화학적, 물리적 측정, 그리고 조인트부 생성물이다. 에폭시나 라텍스 페이스트로 처리된 조인트면을 제외하고 조인트면에 자동생성되는 생성물은 콘크리트 내 철근의 부식을 막는다. 철근과 콘크리트 계면에서의 공극은 국부부식의 주원인이다. 조인트 표면의 레이탄스 제거가 조인트면의 중성화 깊이를 줄인다. 레이턴스 제거 후 모르타르 코팅처리가 라텍스 페이스트나 에폭시코팅처리에 비해 가장 작은 중성화 깊이를 보인다. 레이턴스 제거후 에폭시코팅처리는 가장 강한 부착력을 갖지만 절점부 콘크리트 내 철근부식 방지에는 가장 우수한 성능을 보이지 못한다.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.907-910
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• 2008

Recently sewage facilities mainly consisted of concrete structures are being deteriorated seriously by biochemical reaction originated from sulfur-oxidizing bacteria. To prevent biochemical corrosion of the sewage concrete, antibiotics which inhibit growth of sulfur-oxidizing bacteria have to be developed and applied necessarily. In this study, we are going to introduce technology which biochemical corrosion of sewage facilities concrete could be controlled effectively by antibiosis of antimicrobial concrete

• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.273-274
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• 2009

The curing method used on domestic sites for checking the concrete compressive strength of a structure. The curing method used for testing the specimens must be the standard ponding curing method (20${\pm}$%$2^{\circ}$C). However, because in-placed concrete is exposed to open air and cured under the seasonal temperature changes, the compressive strength of a real structure is different from the tested compressive strength. Therefore the curing method suggested in this research, which sets the internal conditions of the structural specimens as the conditions of the applied curing method. this thesis suggests the specimen curing method that most closely re-enacts the compressive strength of the concrete used on the structural specimens

• Proceedings of the KSEEG Conference
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• 2003.04a
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• pp.169-171
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• 2003

최근 환경문제가 대두됨에 따라 산업폐기물의 처리문제에 많은 관심과 연구가 진행되고 있다. 또한 현대의 콘크리트 구조물은 거대화, 고층화되어 그 중량이 계속 커지고 있으므로 구조물을 경량화 하려는 노력과 개발이 계속 진행되어 왔다. 구조물의 주재료로 사용되고 있는 콘크리트는 강도 및 내구성에 비해 비중이 크다는 결점을 가지고 있으므로 강하고 가벼운 고강도의 경량골재 콘크리트 개발이 행해져 왔다. (중략)

• Journal of the Korean Recycled Construction Resources Institute
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• v.6 no.4
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• pp.259-266
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• 2018

In the work, the carbonation behavior and strength characteristics in cold-joint concrete are evaluated for OPC(Ordinary Portland Cement) and GGBFS(Ground Granulated Blast Furnace Slag)concrete considering three levels of curing age (28, 91 and 365 days). The compressive strength in GGBFS concrete is level of 86% of OPC concrete at the 91 days of curing period, but is level of 107% at 365 curing days due to hydration reaction. Carbonation velocities in both OPC and GGBFS concrete significantly decease after 91 curing days. The effect of cold joint on carbonation is evaluated to be small in GGBFS concrete. The increasing ratios of carbonation velocity in cold joint are 1.06 and 1.33 for 28-day and 365-day curing condition, respectively. However they decreases to 1.08 and 1.04 for GGBFS concrete for the same curing conditions.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.6A
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• pp.561-572
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• 2010

This paper is a study about application of recently proposed Performance Based Mixture Design (PBMD) for design of high strength concrete (HSC) to obtain HSC mix proportion that satisfies required performances. The PBMD method which uses Satisfaction curve based on a Bayesian method is a performance oriented concrete mix proportion design procedure easily applicable to any condition and environment for a possible replacement to the current prescriptive design standards. Based on extensive experimental results obtained for various materials and performance parameters of HSC, the application feasibility of the developed PBMD procedure for HSC has been verified. Also, the proposed PBMD procedure has been used to perform application examples to obtain desired target performances of HSC with optimum concrete mixture proportions using locally available materials, local environmental conditions, and available concrete production technologies. The validity and precision of HSC mix proportion design obtained using the PBMD method is verified with the experimental and ACI presented results to check the feasibility for actual design usage.

• Journal of the Korean GEO-environmental Society
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• v.11 no.6
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• pp.21-29
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• 2010

In this study, a new noise & vibration-free screw concrete pile method that was expected environmentally friendly method was introduced, also the numerical analyses of a conventional PHC pile and a new screw concrete pile were done. As a result, the bearing capacity behavior and the settlement behavior of 2 kinds of concrete pile were analyzed and compared.