• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 봄 학술발표회 논문집
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• pp.173-176
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• 2000

The objective of this paper is to investigate the properties of strength and thermal conductivity of floor cement mortal using copper fiber. Compressive strength thermal conductivity and length change are tested. According to the experimental results, compressive strength, thermal strength and thermal conductivity of mortar using copper finer are shown to be increased with increase of the contents of copper fiber and the aspect ratio. In case of length change of cement mortar using copper fiber also shows deline tendency compared with that of plain mortar.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2012년도 춘계 학술논문 발표대회
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• pp.89-90
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• 2012

This study analyzed and compared the flowing and strength properties of mortar depending on the different fine aggregate replacement ratios and whether or not the mixing of PVA fiber was applied. blast furnace slag, red mud, and silica fume that are industrial by-products were used for the analysis. The findings showed that higher replacement level of fine aggregate increased air content while decreasing the table flow. In addition, in case of the compressive strength, Plain mortar and PVA fiber with the replacement ratios of 15% and 30%, respectively showed the greatest strength development.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2013년도 춘계 학술논문 발표대회
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• pp.109-110
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• 2013

The purpose of this study was to investigate pozzolanic activity according to the firing temperature of the rice straw ash. In order to measure amount of SiO2 of rice straw ash, XRF(X-ray fluorescence) analysis was tested. Also to evaluate properties of mortars using rice straw ash, mortar flow, cement setting time, compressive strength was tested. As a results, as the mortar with a mixture ratio of rice straw ash up to 15% was found to have a compressive strength superior to that of plain mortar.

• Advances in nano research
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• 제5권2호
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• pp.99-111
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• 2017

Nano particles have been gaining increasing attention and applied in many fields to fabricate new materials with novel functions due to their unique physical and chemical properties. In the present study two nano materials, namely nano silica (NS) and nano clay metakaolin (NMK) were partially replaced with ordinary Portland cement (OPC). The replacement level was varied from 0.5 to 2.0% in OPC and blended in cement mortar with a water cement ratio of 0.40. Mechanical property studies and durability experiments such as compressive strength, tensile strength, water absorption, depth of chloride penetration test. Nano silica was synthesized from rice husk ash and analyze the size using particle size analyzer. The results indicate that the compressive and tensile strength of the cement mortars containing nano materials were higher strength compared to the plain mortar with the same water cement ratio.

• 폴리머
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• 제36권2호
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• pp.208-215
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• 2012

콘크리트 제조 시 사용되는 잉여수를 지연 흡수시키기 위하여 역유화중합법으로 중합된 가교 poly(sodium acrylate)(cPSA)를 ethylene glycol dimethacrylate(EGDMA) 5, 10 및 20 g을 사용하여 표면 가교시켰다. 표면 가교제 첨가량이 다른 cPSA-EGDMA를 시멘트 질량의 0.5, 1.0 및 1.5 wt% 각각 첨가하여 모르타르의 압축 및 휨강도를 측정하였다. 그 결과 cPSA-EGDMA(20 g)을 0.5 wt% 첨가한 모르타르의 압축강도는 무첨가 시멘트에 비하여 낮게 나타났으나 다른 cPSA-EGDMA 첨가 모르타르는 높게 나타났다. 그 중 특히 cPSA-EGDMA(5 g)을 1.0 wt% 첨가한 모르타르는 무첨가 모르타르의 압축강도(26.8 MPa)와 휨강도(2.52 MPa)와 비교하면 압축강도는 약 16%, 휨강도는 약 10% 증가로 가장 높게 나타났다. 그리고 공극률이 압축강도와 휨강도에 미치는 영향을 측정하기 위하여, 이들 모르타르의 FE-SEM 분석 및 porosity를 측정하였다. FE-EM 분석결과 팽윤된 cPSA-EGDMA(5 g)이 칼슘 실리케이트 수화물(C-S-H) 결정들 사이를 채우고 있는 것으로 확인되었다. cPSA-EGDMA를 첨가한 모르타르의 porosity 측정결과 무첨가 시멘트 모르타르에 비하여 모두 낮아진 가운데, 특히 cPSA-EGDMA(5 g) 1.0 wt% 첨가한 모르타르는 무첨가 시멘트 모르타르(20.1%)보다 porosity가 16.5%로 가장 낮게 나타났다.

• 한국건설순환자원학회논문집
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• 제4권3호
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• pp.90-97
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• 2009

본 연구에서는 고로슬래그 미분말(이하 BS)사용 모르타르의 초기강도가 저하하는 문제점을 해결하고자 BS 20%치환 시멘트 모르타르에 자극제로 석고(이하 CS)와 고분말도의 미분시멘트(이하 FC)를 치환 사용한 경우의 기초적 물성을 검토한 것으로, 그 결과를 요약하면 다음과 같다. 먼저, 굳지않은 모르타르의 특성으로 유동성은 BS 치환율이 증가할수록 감소하였고, BS 20%에 CS를 치환한 경우는 치환율에 관계없이 큰 영향을 미치지 않은 것으로 나타났으며, FC를 치환한 경우는 치환율이 증가할수록 감소하는 것으로 나타났다. 압축강도는 BS 치환율이 증가할수록 초기재령에서 강도가 저하하는 것으로 나타났고, 재령 28일에서는 잠재수경성 반응에 기인하여 약간 증가하는 것으로 나타났다. BS 20 % 치환 모르타르의 초기 압축 및 휨 강도향상에 대하여 CS를 치환한 경우는 치환율이 증가함에 따라 초기재령에서 미소하게 증가하는 것으로 나타났고, FC를 치환한 경우는 치환율이 증가할수록 초기 및 28일 재령에서 강도가 크게 증가하는 것으로 나타났다. 종합적으로 BS 20% 치환 모르타르의 초기 강도 저하 문제의 해결로서 CS의 치환은 효과가 적고, FC 25%를 치환하여 사용하게 되면 OPC만을 사용한 Plain과 유사한 것으로 나타나 양호한 품질의 향상을 기대할 수 있을 것으로 분석된다.

• 한국도로학회논문집
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• 제17권5호
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• pp.11-18
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• 2015

PURPOSES : The purpose of this study is to develop a deicing pavement system using carbon fiber or graphite with high electrical conductivity and thermal conductivity. METHODS: Based on literature reviews, in general, conventional concrete does not exhibit electrical and thermal conductivity. In order to achieve a new physical property, experiments were conducted by adding graphite and carbon fiber to a mortar specimen. RESULTS: The result of the laboratory experiment indicates that the addition of graphite can significantly reduce the compressive strength and improve the thermal conductivity of concrete. In the case of carbon fiber, however, the compressive strength of the concrete is slightly increased, whereas, the thermal conductivity is slightly decreased against the plain mortar irrespective of the length of the carbon fiber. In addition, a mixture of the graphite and carbon fiber can greatly improve the degree of heating test. CONCLUSIONS : Various properties of cement mortar change with the use of carbon fiber or graphite. To enhance the conductivity of concrete for deicing during winter, both carbon fiber and graphite are required to be used simultaneously.

• 대한건축학회논문집:구조계
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• 제35권11호
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• pp.147-154
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• 2019

The purpose of this study is to evaluate the effect of admixtures as blast-furnace slag(BF) and fly ash(FA) on tensile and adhesive properties of polymer cement mortar(PCM) with EVA emulsion. The test specimens are prepared with five polymer-cement ratio(P/C) and five admixture contents, and tested for tensile strength and adhesion in tension. From the test results, the tensile strength and adhesion in tension could be improved by an appropriate combination of P/C and admixture contents. In particular, the maximum of tensile strength of PCM with P/C 10% and BF content of 10% is 4.70MPa which is about 1.55 times higher than that of plain mortar, and about 1.22 times that of PCM that does not contain any mixture. The ratio of adhesion in tension to tensile strength of PCM with admixtures averaged 55.8%. It is also apparent that admixture contents of 5% or 10% could be proposed for improvement of tensile strength and adhesion in tension of PCM.

• 공업화학
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• 제22권4호
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• pp.423-428
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• 2011

경북 대포 지역에서 채취한 제올라이트의 시멘트 혼합재료로의 이용 가능성을 검토하기 위하여 제올라이트가 함유된 시멘트의 수화 특성을 연구하였다. 제올라이트가 함유된 시멘트 페이스트에 대하여 수화발열 속도, XRD, EDS, 질소 흡착, 수은 침투 등의 분석을 수행하였다. 제올라이트가 함유된 시멘트 페이스트에서는 제올라이트 양이 증가함에 따라 응결시간이 빨라지고 시멘트의 수화가 촉진되는 경향을 나타내었다. 제올라이트가 함유된 모르터에서는 제올라이트 양이 증가함에 따라 플로우가 크게 감소하였다. 또한 플레인 모르터와 비교하여 단기에 강도증진이 나타났다. 이러한 결과는 시멘트의 수화시 알칼리에 의한 제올라이트의 탈알루미늄 과정에서 제올라이트 입자로부터 이탈한 활성 알루미늄 종과 관련이 있는 것으로 보인다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2005년도 춘계 학술기술논문발표대회 논문집
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• pp.211-214
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• 2005

Recently, Deterioration of the concrete sewer concrete structures by biochemical corrosion has been issued and a development of the inhibition system of corrosion that has been demanded. The sulfuric acid may react with the hardened cement paste and originate expansive products which can induce swelling and breakless of concrete. Also, a sulphuric acid reacts with calcium hydroxide to from $CaSO_4\;\cdot\;2H_2O$. This reaction accounts for consumption of the calcium hydroxide present in hardened cement paste. In this study, To present from biochemical corrosion of the sewer repair mortar that was spread with liquefied antibiotic and then its experimental properties were experimentally investigated and to estimate the effect of absorbed condition of restorative mortar, the number of coating times and coating contents with antibiotic on the durability properties of restorative mortar spread with antibiotics. Also, testing items such as carbonation depth, choloride ion penetration depth and chemical resistance was tested to estimate the durability properties in third study. In results, the novellus bacillus inhabiting in sewer concrete structures was restrained by antibiotics developed in this study. And carbonation depth, choloride ion penetration depth and chemical resistance of restorative mortar spread with antibiotics was superior to that of plain mortar.