• 콘크리트학회논문집
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• 제27권3호
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• pp.273-281
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• 2015

본 연구는 세 종류의 서로 다른 규사와 강모래의 조합이 알칼리-활성화 슬래그(AASC) 시멘트의 압축강도와 건조수축 특성에 주는 영향에 대한 것이다. 모래의 특성은 알칼리 활성화 시멘트의 특성에 중요한 영향을 미친다. 세 종류의 규사 (S1, S2 그리고 S3)와 강모래 (RS)를 사용하였다. 또한 세 종류의 혼합 모래에대해 실험을 수행하였다. 첫 번째 시리즈 (S1)는 강모래(RS)와 규사1 (SS1)을, 두 번째 시리즈 (S2)는 강모래(RS)와 규사2 (SS2)를, 세 번째 시리즈(S3)는 강모래 (RS)와 규사3 (SS3)을 서로 다른 비율로 혼합하였다. 그 결과 혼합 모래는 AASC 모르타르의 특성에 특이할만한 영향을 주는 것으로 나타났다. 모래의 입자크기와 혼합율의 관계에 따른 압축강도와 건조수축은 혼합된 모래의 조립률(FM)과 상대 표면적이 충분히 고려되어야 한다. 모래의 종류와 혼합비율은 AASC 모르타르의 배합 설계에 중요하게 고려되어야 할 요소이다.

• Computers and Concrete
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• 제22권2호
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• pp.183-196
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• 2018

The rheological behaviour of high strength self compacting concrete (HS-SCC) studied through an experimental investigation is presented in this paper. The effect of variation in supplementary cementitious materials (SCM) $vis-{\grave{a}}-vis$ four different types of processed crushed sand as fine aggregates is studied. Apart from the ordinary Portland cement (OPC), the SCMs such as fly ash (FA), ground granulated blast furnace slag (GGBS) ultrafine slag (UFS) and micro-silica (MS) are used in different percentages keeping the mix -paste volume and flow of concrete, constant. The combinations of rheology, strength and durability are equally important for selection of mixes in respect of high-rise building constructions. These combinations are referred to as the rheo-strength and rheo-durability which is scientifically linked to performance based rating. The findings show that the fineness of the sands and types of SCM affects the rheo-strength and rheo-durability performance of HS-SCC. The high amount of fines often seen in fine aggregates contributes to the higher yield stress. Further, the mixes with processed sand is found to offer better rheology as compared to that of mixes made using unwashed crushed sand, washed plaster sand, washed fine natural sand. The micro silica and ultra-fine slag conjunction with washed crushed sand can be a good solution for high rise construction in terms of rheo-strength and rheo-durability performance.

• Applied Biological Chemistry
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• 제14권3호
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• pp.183-189
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• 1971

규산재료(珪酸材料)인 강사(江砂) 및 석영(石英)과 농용(農用) 소석회(消石灰)의 혼합(混合) 용융물(溶融物)에 대(對)한 규산질(珪酸質) 비료(肥料)로써의 효과(效果)를 구명(究明)코져 유효규산함량(有效珪酸含量)이 낮은 답토괴(畓土壞)에서 수도(水稻)에 대(對)해서 천연(天然) 규회석(珪灰石)을 대조(對照)로 시비처리(施肥處理)하여 시험(試驗)한 결과(結果) 1. 모래용융물(溶融物)이 석영용융물(石英溶融物)에 비(比)하여 N/2 염산가용규산함량(鹽酸可溶珪酸含量)이 높고 2% 구연산 가용규산함량(可溶珪酸含量)은 석영용융물(石英溶融物)이 모래용융물(溶融物)보다 높았다. 2. 벼의 규산흡수량(珪酸吸收量)은 석영용융물(石英溶融物)에서 가장 크고 모래용융물(溶融物)과 규회석(珪灰石)은 거의 같았으며 이용율(利用率)은 천연(天然) 규회석(珪灰石)이 가장 높고 석영용융물구(石英溶融物區)가 모래용융물구(溶融物區)보다 높았다. 3. 정조수량(正租收量)은 규산물질(珪酸物質)의 시용(施用)으로 수량구성요소중(收量構成要素中) 수당입수(穗當粒數), 등숙률(登熟率) 및 천입중(千粒重)의 증가(增加)로 증수(增收)되었으며 공시재료중(供試材料中) 석영용융구(石英溶融區)에서 가장 크게 증수(增收)하였으며 대조구(對照區)${\fallingdotseq}$모래용융물(溶融物) 100kg/10a<천연규회석(天然珪灰石)${\fallingdotseq}$모래용융물(溶融物) 300kg/10a${\fallingdotseq}$석영용융물(石英溶融物) 100kg/10a<모래용융물(溶融物) 500kg/10a${\fallingdotseq}$석영용융물(石英溶融物) 300kg/10a<석영용융물(石英溶融物) 500kg/10a의 순서(順序)이었다.

• 한국농공학회지
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• 제45권1호
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• pp.45-54
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• 2003

The effects of binder content and silica sand content on the durability characteristics of lightweight polymer concretes are examined. As a result, the flame lingering times using unsaturated polyester resin and non-combustible polyester resin were 60∼120 and 0∼4 seconds respectively, and the combustion lengths were 9∼11 mm and 0∼3 mm, respectively. Thus it is believed that the lightweight polymer concrete was incombustible and the light weight polymer concrete in which non-combustible material was added was perfectly non-combustible. The percent of original mass of lightweight polymer concrete, according to the freezing-thawing experiment, was below 0.3 %, which was much less than that of cement concrete. The pluse velocity, for the case of the binder content 28 %, showed the minimum decreasing rate for the lightweight polymer concrete with silica sand content of 50 %. The higher the binder content, the greater the durability. That is much higher than other material and believed that the freezing-thawing was suppressed by a low absorption.

• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2006년도 하계학술발표대회 논문집
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• pp.713-718
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• 2006

This paper concerns the measurement of thermal conductivity of grouting materials for ground loop heat exchanger. A thermal conductivity meter, QTM-500 based on modified transient hot wire method was used to measure the thermal conductivity of neat bentonite and mixtures of bentonite and various additives. Relative to the total mixture mass, as the percent additive was increased the mixture thermal conductivity increased. For the bentonite-silica sand mixtures, the higher density of the sand particles resulted in much higher mixture thermal conductivity.

• 한국지구과학회지
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• 제43권4호
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• pp.532-538
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• 2022

Under anoxic conditions, this study investigated removal of dissolved As(III) by Si and Al oxides including natural sand, chemically washed sand (silica), alumina, and activated alumina. Despite the similar surface area, natural sand showed greater extents of As(III) sorption than chemically washed sand. This was likely due to the high reactivity of Fe(oxyhydr)oxide impurities on the surface of natural sand. For both sands, As(III) sorption was the greatest at pH 7.1, in agreement with the weakly dissociating tendency of arsenous acid. Also, the least sorption was observed at pH 9.6. At basic pH, elevated silicate, which originated from the dissolution of silica in sands, would compete with As(III) for sorption. Due to the highest surface area, activated alumina was found to quantitatively immobilize the initially added As(III) (6.0×10^-7-2.0×10^-5 M). Alumina showed As(III) sorption compared to or greater than chemically washed sand, although the former had less than 6% of the surface of area the latter. The greater reactivity of alumina than chemically washed sand can be explained by using the shared charge of oxygen.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.577-580
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• 2006

As this study is to estimate resistance of cement mortars using crushed sand under chemical attacks. Besides tests have been carried out with cement mortars by river sand and crushed sand by fine sand, cement mortars mix various proportions of silica fume and fly ash(up to 15% and 50% by weight for cement) were prepared and immersed in pure water, sodium sulfate solution, magnesium sulfate solution, seawater for 28days, 60days, 90days and 180days. Test on the change in the weight and compressive strength of cement mortars according to the duration of immersion time and the content of silica fume and fly ash was performed.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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• pp.821-824
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• 2006

As this study is to estimate long term resistance of cement mortars using crushed sand under chemical attacks. Besides tests have been carried out with cement mortars by river sand and crushed sand by fine sand, cement mortars mix various proportions of silica fume and fly ash(up to 15% and 50% by weight for cement) were prepared and immersed in pure water, sodium sulfate solution, magnesium sulfate solution, seawater for 28days, 90days, 180days, 365days. Test on the change in the weight and compressive strength of cement mortars according to the duration of immersion time and the content of silica fume and fly ash was performed.

• 한국주조공학회지
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• 제43권3호
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• pp.107-136
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• 2023

주강품 사형주조에는 천연규사가 보편적으로 사용되었고, 규사의 열적특성 부족에 의한 소착결함 억제를 위해, 크로마이트사가 사용되기도 하였으나, 반복 사용에 의한 골재 열화, 시스템샌드 혼입 문제, 분리 제거의 어려움, 높은 밀도에 따른 조형 시 하중증가, 크롬 함유 폐기물이 되는 단점이 있다. 최근에는 주조업계의 중요한 과제로써 산업폐기물 저감 및 대기환경 개선이 부각되고 있다. 종래의 주물사 사용 시 발생되는 문제점 해결과 주조공장의 환경개선을 위해서, 천연사를 대체 적용할 수 있는 다양한 인공사가 개발되어 소개되고 있다. 인공사는 용융분사법으로 제조된 인공사와 조립소결법으로 제조된 인공사 및 분쇄법으로 제조된 인공사로 분류할 수 있으며, 원료광물의 종류, 제조공법에 따라 상이한 물리적 특성을 나타낸다. 본 연구에서는 각종 주물사의 물성, 주형강도, 물리적 내구성, 열적 내구성, 소착시험편 주조 등의 비교 평가시험을 하였다. 밀도에 따른 주물사 실사용량, 주물사 형상에 따른 주형강도, 주물사의 물리적 및 열적 내구성, 주물사의 내열특성을 종합적으로 고려하였을 때, 아크용사법으로 제조된 용융인공사 A1 또는 분말식화염용사법으로 제조된 용융인공사 B가 대형주강품 주조에 가장 적합한 구형의 인공사로 판단된다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2021년도 가을 학술논문 발표대회
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• pp.125-126
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• 2021

In order to improve the housing culture, construction changes for the utilization of diverse and multifunctional spaces are appearing in response to the increasing diverse needs of consumers. Cellular Light-weight Concrete (CLC) is being developed for use in fire-resistant heat-insulating walls and non-bearing walls. However, manufacturing non-uniformity has become a problem as a drawback due to the use of foamed bubbles and normal temperature curing, and additional research is required. Therefore, in order to suppress cracks due to drying shrinkage, silica sand is mixed with CLC to try to understand its characteristics. In the experiment, the compressive strength from 7 to 28 days of age was measured via a constant temperature and humidity chamber, and the drying shrinkage was analyzed according to each condition using a strain gauge. The compressive strength of matrix tends to decrease as the substitution rate of silica sand increases. This is judged by the result derived from the fact that the specific surface area of silica sand is smaller than that of slag. Based on KS F 2701 (ALC block), the compressive strength of 0.6 products is 4.9 MPa or more as a guide, so the maximum replacement rate of silica sand that satisfies this can be seen at 60%. Looking at the change in drying shrinkage for just 7 days, the shrinkage due to temperature change and drying is 0.7 mm, and the possibility of cracking due to shrinkage can be seen, and it seems that continuous improvement and supplementation are needed in the future.