• 한국농공학회논문집
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• 제56권5호
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• pp.37-44
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• 2014

The physical, mechanical and freezing and thawing properties of non cement porous vegetation concrete using non-sintering inorganic binder have been evaluated in this study. Four types of porous vegetation concrete according to the binder type is evaluated. The pH value, void ratio, compressive strength, repeated freezing and thawing properties were tested. The test results indicate that the physical, mechanical and repeated freezing and thawing properties of porous vegetation concrete using the non-sintering inorganic binder is increased or equivalent compared to the porous vegetation concrete using the blast furnace slag + cement and hwang-toh + cement binders. Also, Vegetation monitoring test results indicate the porous vegetation concrete using the non-sintering inorganic binder have increasing effects of vegetation growth.

• 한국농공학회논문집
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• 제57권2호
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• pp.67-73
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• 2015

This study evaluated the effects of fibers on the void ratio, compressive strength and repeated freezing and thawing resistance of porous vegetation concrete with binder type (non-sintering inorganic binder and blast furnace slag cement) and natural jute fiber volume fraction (0.0 %, 0.1 % and 0.2 %). The natural jute fiber volume fraction affected the void ratio, compressive strength and repeated freezing and thawing resistance. Added of natural jute fiber resulted in improved properties of the void ratio, compressive strength and freezing and thawing resistance. Also, the both compressive strength and freezing and thawing resistance increased with natural jute fiber volume fraction up to 0.1 % and then decreased with fiber volume fraction at 0.2 %.

• 한국건축시공학회지
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• 제18권2호
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• pp.185-193
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• 2018

In this study, using Granulated Blast Furnace Slag (GBFS), an industrial byproduct, and Phosphogypsum (PG), and Waste Lime (WL) as activator, non-sintering binder (NSB) which does not require a sintering process was produced, and the chemical penetration resistance was evaluated through a seawater resistance experiment. The result of the experiment showed that the inside of NSB mortar saw almost no influence from the ions in seawater due to its dense structure. Also, as it appears that only the surface reacts with ions in seawater while spreading inward is suppressed, the high seawater resistance of NSB could be confirmed.

• 한국건설순환자원학회지
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• 제8권2호
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• pp.30-34
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• 2013

• 한국건축시공학회지
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• 제18권3호
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• pp.305-312
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• 2018

This study is about the development of a non-sintered binder (NSB) which does not require a sintering process by using the industrial by-products Phosphogypsum (PG), Waste Lime (WL) and Granulated Blast Furnace Slag (GBFS). In this report, through SEM analysis of the NSB paste hardening body, micropore analysis of paste using the mercury press-in method and microstructure observation were executed to consider the influence of the formation of the pore structure and the distribution of pore volume on strength, and the following conclusions were reached. 1) Pore structure of NSB paste of early age is influenced by hydrate generation amount by GBFS and activator. 2) Through observing the internal microstructure of NSB binder paste, it was found that the strength expression at early age due to hydration reaction was achieved with a large amount of ettringite serving as the frame with C-S-H gel generated at the same time. It was confirmed that C-S-H gel wrapped around ettringite, and as time passed, the amount generated continually increased, and C-S-H gel tightly filled the pores of hardened paste, forming a dense network-type web structure. 3) For NSB-type cement, the degree of formation of gel pores below $10{\mu}m$ had a greater influence on strength improvement than simple pore reduction by charging capillary pores, and the pore size that had the greatest effect on strength was micropores with diameter below $10{\mu}m$.

• 콘크리트학회논문집
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• 제18권2호
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• pp.267-274
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• 2006

시멘트 산업은 석회석, 점토, 석탄 및 전기를 다량 소모할 뿐만 아니라 지구 온난화 및 산성비의 주요 원인인 $CO_2,\;SO_3$, and NOX 등의 온실가스를 다량 배출하는 산업이기 때문에 향후 온실가스 감축은 시멘트 업계의 가장 큰 현안으로 등장할 것으로 예견된다. 교토의정서의 준수와 시멘트 수요의 증가를 동시에 충족시키기 위해서는 이산화탄소의 배출이 적거나 거의 없는 시멘트의 개발이 필요하다. 본 연구는 고로슬래그미분말에 폐인산석고 및 폐석회를 황산염 및 알칼리 자극제로 이용하여 비소성 시멘트를 제조하고 X선 회절분석, 전자현미경 분석, 열분석 및 pH분석을 통해 비소성 시멘트의 수화반응을 조사하였다. 실험 결과 비소성 시멘트의 주요 생성광물은 고로슬래그 미분말의 유리질 피막이 파괴되면서 알칼리 자극 및 황산염 자극을 받아 고로슬래그 내부에서 용출되는 이온이 인산석고와 반응하여 ettingite를 생성시키고 고로슬래그 중의 남은 성분은 서서히 C-S-H(I)계의 겔상 수화물을 형성함으로서 강도를 발현하며 이때 인산석고는 단순 자극작용 뿐만 아니라 GBFS와 반응하는 결합재 역할도 동시에 수행한다.