• Computers and Concrete
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• 제20권4호
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• pp.381-389
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• 2017

The various types of structural materials that are available in the construction industry nowadays make it necessary to predict their stress-strain behavior. Geopolymer are alternatives for ordinary Portland cement concrete that are made from pozzolans activation. Due to relatively new material, many mechanical specifications of geopolymer are still not yet discovered. In this study, stress-strain behavior has been provided from experiments for unconfined geopolymers. Modulus of Elasticity and stress-strain behavior are critical requirements at analysis process and knowing complete stress-strain curve facilitates structural behavior assessment at nonlinear analysis for structures that have built with geopolymers. This study intends to investigate stress-strain behavior and modulus of elasticity from experimental data that belongs for geopolymers varying in fineness and mix design and curing method. For the sake of behavior determination, 54 types of geopolymer are used. Similar mix proportions are used for samples productions that have different fineness and curing approach. The results indicated that the compressive strength ranges between 7.7 MPa and 43.9 MPa at the age of 28 days curing.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2005년도 춘계 학술기술논문발표대회 논문집
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• pp.89-92
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• 2005

This study investigates influence of particle properties of crushed sand on the duality of concrete. The test shows that an increase of fineness modulus(FM) resulted in high slump and air contents, while compressive strength decreased due to decreased adhesion with reduction of surface area. As grain shape become rounder, the slump of concrete increased, due to reduction of internal friction, and increased air contents. The reduction of adhesion by abrasion of surface declined compressive strength during the process of manufacturing crushed sand. Increase of powder contents decreased slump and it also decreased air contents due to the effect of filling air void. In addition. using powder contents increased compressive strength, but could not find any difference of bleeding and tensile strength with particle properties.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1996년도 봄 학술발표회 논문집
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• pp.202-207
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• 1996

Recently, the mortar crack on floor is very serious in construction field, e.g. the crack due to plastic shrinkage and the crack due to drying shrinkage. To prevent this kind of crack, optimum mix propertions not only satisfying the required workability but also minimizing the unit water content were selected. And the expansion admixtures were used to compensate the shrinkage of mortar. This study shows that water/cement ratio used in construction field is about 64%. Even if we reduce water/cement ratio of mortar by the appropriate use the fine aggregate with high fineness modulus and superplastizer, floor mortar can have the required workability. The equations between mortar flow and water/cement ratio, sand/cement ratio, fineness modulus of fine aggregate were proposed in this study. And this equation may provide available mix proportions of floor mortar.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2016년도 추계 학술논문 발표대회
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• pp.98-99
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• 2016

Oyster shell is light weighted and its strength characteristic is similar to sand so we have reviewed to find its suitability of aggregate. Therefore we found fineness modulus and size distribution of oyster shell by grinding it with inverter cutter mill varying inverter speed and screening size. In our test, the fineness modulus has tendency of decrease in higher speed and tendency of increase in bigger diameter of screening size. 5~2.5mm, 2.5~1.2mm, 1.2~0.6mm, and below 0.6mm of oyster shell particle size could be used in further test for suitability of aggregate.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2018년도 춘계 학술논문 발표대회
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• pp.62-63
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• 2018

Oyster shell is produce by shucking process in oyster farming in southern coast of Korea. In average, about 6.7kg of oyster shell is produced as an industrial waste for 1kg of oyster flesh, and even only in last year, it is estimated that about 150,000 ton of oyster shell is produced. Oyster shell is light weighted and the strength characteristic of it is similar to send. So we produced mortar test piece using grounded oyster shell according to aggregate and reviewed strength characteristic. Therefore, in this study, the strength characteristics of the test specimen are evaluated by artificially altering fineness modulus and curing method by processing oyster shells.

• Computers and Concrete
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• 제21권6호
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• pp.705-715
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• 2018

This paper presents an experimentally investigation pertinent to the mechanical properties of rubberized mortar (RM) with styrene-butadiene rubber (SBR). The SBR were used with constant water-to-cement ratio of 0.485 and two different volume proportion of SBR particles were utilized as aggregates. One types of SBR particles with fineness modulus of 4.951 were utilized 0%, 10%, and 20% of aggregate volume. Effectiveness of SBR replacement ratio, curing and aging effect on the compressive strength, flexural strengths as well as load-displacement. Compressive and flexural strength of concrete were investigated at the end of 28-days and 56-days age. Obtained results demonstrated that utilization of SBR reduced the flexural strength of SBR mortar at the earlier curing age while SBR increased. Moreover, mechanical properties of mortar mentioned above were significantly affected by the water cure timing with an increasing proportion of the replacement level of SBR.

• 한국건축시공학회지
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• 제12권3호
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• pp.284-290
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• 2012

시멘트 입도계수(CFM)란 시멘트의 입자크기 분포를 정수로 표현하는 방법으로서 시멘트의 화학성분이나 광물조성은 변화시키지 않고, 시멘트 분쇄과정의 조정으로 CFM을 변화시킨다면 조강, 중용열 및 저열 등의 다양한 시멘트로의 접근이 가능할 것으로 추측된다. 따라서 본 연구에서는 CFM 변화를 활용한 특수 시멘트의 제조 가능성을 분석하기 위한 기초적 연구로서 CFM이 콘크리트의 기초적 특성에 미치는 영향에 대하여 검토하고자 하였다. 그 결과를 요약하면 굳지 않은 콘크리트의 배합특성으로 CFM이 커질수록 목표 유동성을 확보하기 위해 잔골재율 및 단위수량은 증가시켜 주어야 하고, AE제 및 SP제 사용량은 감소시켜 주어야 했다. 응결시간은 CFM이 커질수록 지연되었고, 압축강도는 초기재령에서는 상대적으로 낮았으나, 후기재령으로 갈수록 압축강도의 차이는 작아져 3년 정도가 되면 동등한 수준의 압축강도가 발현되었다.

• 한국건설순환자원학회논문집
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• 제3권1호
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• pp.34-42
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• 2015

본 연구는 단순매립 및 소각처리 되고 있는 염색공단 슬러지의 재활용을 목적으로 Ti염과 Fe염으로 화학 처리된 염색공단 슬러지를 이용하여 인공경량골재를 제조하고, 인공경량골재로의 활용성 검토를 위하여 골재의 물리적 특성과 환경유해성 등을 평가하였다. 인공경량골재 제조는 점결제로 점토를 이용하여 점토와 슬러지 배합비율에 따른 성형성을 평가하여 최적 함수량을 선정하고, 최적 배합비를 기준으로 둥근 모양의 형태로 가공한 후 건조과정과 2단계의 소성과정을 거쳐 제조하였다. 제조된 경량골재는 KS F 2534 "구조용 경량 골재"를 기준으로 인공경량골재의 입도 및 조립률, 밀도 및 흡수율, 단위용적질량, 안정성 및 환경유해성 등을 평가하였다. 실험 결과 입도와 조립률에서 기준 범위를 일부 벗어났으나 다른 모든 물리적 특성은 기준 값을 모두 만족하는 것으로 나타났으며, 입도와 조립률도 향후 제조공정에서 충분히 해결할 수 있는 것을 확인할 수 있었다.

• 한국건설순환자원학회논문집
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• 제3권3호
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• pp.244-251
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• 2015

본 연구는 대경권 지역에서 생산되는 부순모래를 콘크리트용 잔골재로 활용하기 위하여 물리적 특성 및 부순모래의 조립률과 치환률이 콘크리트의 특성에 미치는 영향을 검토하였다. 실험결과 천연사의 조립률이 2.0정도이고, 부순모래 조립률이 3.2이상인 경우 천연사와 부순모래의 합성입도를 만족시키기 위한 부순모래의 치환률은 50% 이하가 적당한 것으로 나타났다. 부순모래를 사용한 콘크리트는 부순모래의 치환률이 증가할수록 슬럼프는 증가하는 것으로 나타났으나, 부순모래의 치환률 75% 이상에서는 현저한 워커빌리티 저하현상을 나타내었다. 또한 부순모래를 사용한 콘크리트의 공기량 및 블리딩은 부순모래 치환률이 증가할수록 감소하였으며, 콘크리트 압축강도는 부순모래 조립률에 관계없이 시멘트페이스트와 골재간의 부착력 증진에 기인하여 치환률이 증가할수록 증가하는 경향을 나타내었다.

• 청정기술
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• 제8권3호
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• pp.129-139
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• 2002

This is the study for recycling waste foundry sand. Authors studied about main subject of grading of aggregate and three experimental items such as physical properties of waste foundry sand, optimum grading for concrete products of low water ratio, and quality variations of concrete products according to substitution proportion of fine aggregate as waste foundry sand. We were convinced of following results by experimental study. The first was that waste foundry sand was not fit as the aggregate for concrete because of bad qualities such as grading, unit weight, solid volume and passing 0.08 mm seive, so it is proper to composition using with other fine aggregetes. The second was that optimum grading is fineness modulus of 2.77 to 3.28 And the last is that optimum condition about substitution proportion as waste foundry sand is 10% fine aggregate.