• 콘크리트학회논문집
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• 제12권3호
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• pp.3-10
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• 2000

In this study, we compared a plain mortar with the CAS-system shrinkage compensation mortar for Ondol that is Korean traditional heating system. The Ondol mortar is necessary to have properties as non-crack, fine flatness and stability for thermal changes. especially, mortar'crack prevention is to be most important property in Ondol mortar. To develope the stable material on the crack-prevention, we used to calcium-sulfo-aluminate(CSA)system in shrinkage compensation mortar. And so, we confirmed the effects of calcium-sulfo-aluminate(CSA) system for mortar's physical properties such as setting time, compressive strength and expansion ratio for crack prevention. The initial and final setting time of the CSA mortar is faster than plain mortar about 2hours. And, Compressive strength increased about 20% that plain mortar. The crack length per unit area, plain mortar is 0.426∼0.481m/m2. The Results of apartment construction field test, the shrinkage compensation mortar is excellent about the crack-reduce effect.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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• pp.477-480
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• 2003

This study discusses the fundamental properties of cement mortar with the kinds and adding ratio of stabilizing agent of recycled water. According to the results, fluidity and air content hardly make difference by the kinds and adding ratio of stabilizing agent. When recycled water is used, setting time is shortened slightly in comparison with plain mortar because of an increase of fine particle. And it is similar to the use of recycled water in the case of A, Band D(stabilizing agent), but shortened significantly in the case of C. Also, it does not show difference with variation of the adding ratio, but as the adding ratio increases, it approach to the value of plain mortar. When recycled water is used, compressive strength is similar to plain concrete, and it shows the larger value in order of D, C and A. As the adding ratio of stabilizing agent increases, it decreases at 3days, but increases at 7 and 28days. However, at the adding ratio of 0.5%, it decreases, instead. Length change ratio by drying shrinkage increases in the case of B in comparison with plain mortar, but is similar to plain mortar in the other stabilizing agent. As the adding ratio of stabilizing agent increases, it decreases, however, increases at the adding ratio of 0.5%

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2004년도 학술.기술논문발표회
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• pp.15-20
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• 2004

To the development on reusing method of the heat-source waste at Daegu Bisan dyeing-complex, this study is aimed to application of it's crushing material (hereafter waste sand) as concrete fine aggregate. The results are as follows; 1. Flow and unit weight of mortar using waste sand as concrete fine aggregate are decreased. 2. At the results of compressive strength test and bending strength test, mortar using waste sand superior to plain mortar within 80％ substitute ratio of waste sand. Because increasing rate of compressive strength is similar through increasing age, waste sand performs as filler's function of no-effect with cement only. 3. At the results of concrete application test, unit weight of concrete using waste sand is similar to plain concrete and compressive strength of concrete is superior to plain likewise the results of mortar test

• 한국건축시공학회지
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• 제23권3호
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• pp.231-240
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• 2023

본 연구에서는 액상 레드머드를 첨가한 시멘트 모르타르의 활용 가능성을 검토하기 위하여 pH 10~12 인 액상 레드머드(LR)를 황산으로 중화하여 액상 레드머드(SR)를 제조하였으며, 액상 레드머드의 활용가능성을 확인하고자 플로우, 응결시간, 압축강도를 측정하고 XRD, SEM을 통해 화학적 특성을 분석하였다. 플로우 측정결과 MS-LR과 MS-SR의 경우 Plain과 비교하여 플로우 값이 감소하였다. 응결시간 측정결과 Plain과 비교하여 MS-LR 및 MS-SR의 응결시간은 단축되었다. 압축강도 측정결과 Plain과 비교하여 MS-LR의 1d와 MS-SR의 1d 및 3d의 압축강도가 Plain보다 증가하였으며 28d 압축강도 측정결과에서는 MS-LR 및 MS-SR의 압축강도가 Plain과 비교하여 감소하였다. XRD 분석결과 28일의 경우 Plain과 MS-SR의 XRD 패턴이 유사하게 나타나고, MS-LR에서는 새로운 피크가 관찰되었다. SEM 이미지를 분석한 결과 Plain과 MS-SR의 미세구조는 유사하게 관찰되고 있지만, MS-LR의 미세구조는 미세한 섬유상 조직으로 미세구조가 다르게 나타났다. 따라서 중화하지 않은 레드머드 보다 황산으로 중화한 액상레드머드를 시멘트 모르타르에 대체하였을 때 강도개선 효과가 있는 것으로 사료되며 이의 활용가능성을 확인하였다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2008년도 추계 학술논문 발표대회
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• pp.17-20
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• 2008

This study investigated the fundamental properties and cracking shapes of mortar for the floor after Mock-up test with FRP as wastes of crafts. For the flowability of fresh mortar without FRP, it was favorable compared with fresh mortar using FRP, and the drop time at O-Lot was similar to the flowability. For the compressive strength of fresh mortar with FRP, it was increased about 10% compared with plain. The flexible strength was also increased on fresh mortar with FRP. On the cracking shape, there was many penetrated crack in all directions on plain. In the case that FRP was used, it seemed to have excellent resistance to the crack occurrence because there was no directive crack at a limited part.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2006년도 추계 학술논문 발표대회 논문집
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• pp.53-56
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• 2006

The objection of this study is to investigate the properties of cement mortar with the kinds and addition of expansive additives. 3 kinds of expansive additives produced in our country and 0, 5, 10, 15, 20% of ratio of addition rate are selected for this experiment. According to experimental results, flow of cement mortar with expansive additives is nearly same with flow of plain mortar and compressive strength, tensile strength, bend strength of cement mortar with expansive additives at 28 days is higher than that of plain mortar.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
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• pp.813-816
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• 2008

본 연구는 방곰팡이제의 혼입율 변화에 따른 방곰팡이 모르터의 물리적 특성 및 곰팡이 생성억제 효과에 대하여 검토한 것으로써, 그 결과를 요약하면 다음과 같다. 방곰팡이제를 혼입한 모르터의 플로우, 압축강도, 건조수축 길이변화는 방곰팡이제 혼입율에 관계없이 Plain과 유사한 값으로 나타나, 방곰팡이제의 혼입이 모르터의 물리적 특성에는 큰 영향을 미치지 않는 것으로 나타났다. 방곰팡이제를 혼입한 모르터는 Plain에 비해 매우 적은 양을 혼입하였음에도 높은 곰팡이 저항성을 나타내었고, 그 혼입량이 증가됨에 따라 곰팡이 저항성 또한 크게 증가하였다. 배합비 별로는 1:4 배합의 모르터가 1:2 배합 모르터보다 높은 곰팡이 저항성을 보였다.

• 한국건축시공학회지
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• 제14권1호
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• pp.94-101
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• 2014

굴과 꼬막과 같은 패각의 일부는 채묘종과 비료 등으로 재활용 되기도 하나, 대부분 인근 해안에 적치 되거나 불법 매립되고 있는 실정이다. 본 연구에서는 패각의 기초물성을 측정하고 패각을 시멘트 모르터에 혼입할 수 있는 가능성을 평가하고자 하였다. 그 결과 패각을 25% 혼입한 시멘트 모르터의 경우 흡수율과 압축강도가 Plain과 유사하게 측정되었다. 반면 굴패각을 25% 혼입한 경우 Plain에 비해 압축강도가 35% 저하되었으며, 흡수율은 2배로 증가하였다. 따라서 굴을 제외한 나머지 패각을 25% 범위 내에서 시멘트 모르터에 혼입하여 사용하는 것은 가능할 것으로 사료된다. 하지만 굴의 경우 다양한 혼입율을 적용한 추가 실험이 요구될 것으로 판단된다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2007년도 추계 학술논문 발표대회
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• pp.33-36
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• 2007

In this study, an antibiosis of antimicrobial mortar developed to reduce biochemical corrosion of sewage facilities concrete was evaluated. First, artificial acceleration test reflecting similarly biochemical corrosion of mortar was developed. Antimicrobial mortar specimen were experimented in this test and antibiosis of it was evaluated by SEM and EDX. As a results of the study, sulfur-oxidizing bacteria on the plain specimen were survived for 20 weeks in this test. But sulfur-oxidizing bacteria on antimicrobial specimen were survived less than the plain, and sulfur-oxidizing bacteria were externally distorted and destroyed. So the antibiosis of an antimicrobial mortar was verified by it.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2019년도 춘계 학술논문 발표대회
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• pp.193-194
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• 2019

The purpose of this study is to design the basic mix proportions of antiwashout underwater polymer cement mortar as a repair material. The antiwashout underwater polymer cement mortars are prepared with various mix proportions using three type polymer dispersions without or with antifoamer. From the test results, the whole antiwashout underwater polymer cement mortars can be cast underwater without segregation like plain mortar. It is apparent that the flexural strength of antiwashout underwater SBR cement mortars with antifoamer at polymer- cement ratios of 5% and 10% is higher than that of plain mortar irregardless of a little low compressive strength.