• 한국건설순환자원학회지
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• 제11권2호
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• pp.30-34
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• 2016

• 한국결정성장학회지
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• 제25권5호
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• pp.199-204
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• 2015

본 연구에서는 잔사회와 준설토로 제조된 구형의 인공경량골재 내부에 생성되는 방사형 균열의 원인 및 그 억제 방법에 대하여 연구하였다. 인공경량골재는 잔사회와 준설토를 각각 7 : 3의 무게 비로 혼합하고 직경이 5~20 mm인 구 형태로 성형한 후 $1200^{\circ}C$에서 10분간 직화소성법으로 제조하였다. 골재 내부의 균열은 골재 지름이 작을수록 발생이 억제되었다. 또한 $SiO_2$ 분말을 첨가한 경우, 분말의 크기가 클수록 또는 첨가량이 증가할수록 방사형 균열 발생이 억제되었다. 균열이 억제된 인공경량골재의 비중은 1.3~1.6이고, 흡수율은 5~20 %의 범위를 나타내었다. 따라서 본 논문에서 제조된 인공경량골재는 건설 및 환경소재 등 여러 분야에 적용 가능할 것으로 보이며, 더불어 잔사회 및 준설토의 재활용율을 높이는데 크게 기여할 것으로 기대된다.

• 한국건설순환자원학회논문집
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• 제7권3호
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• pp.202-209
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• 2019

이 연구의 목적은 저량의 기포가 혼입된 바텀애시 골재 기반 경량 콘크리트(Lightweight concrete made using bottom ash aggregates and foam, LWC-BF)의 압축강도 발현 및 역학적 특성에 대한 재현성 평가이다. 이를 위해 Ji et al.에 의해 수행되었던 동일한 배합표를 기준으로 총 6 배합을 수행하였다. 배합에서의 주요변수는 기포 혼입율과 물-결합재 비로서 각각 0~25% 및 25~30%로 변화하였다. 굳지 않은 콘크리트에서 초기 슬럼프, 슬러리 밀도와 굳은 콘크리트에서 재령별 압축강도, 쪼갬인장강도 및 파괴계수는 재현성 평가대상 이전 실험결과와 대체적으로 비슷하였다. 따라서, LWC-BF의 압축강도 및 역학적 특성은 기포 혼입에 의한 배합관리가 어려움에도 불구하고 그 재현성이 비교적 우수하였다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2012년도 추계 학술논문 발표대회
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• pp.89-91
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• 2012

The purpose of this study is to investigate the mechanical property and carbonation resistance of concretes using surface treated lightweight aggregate. In order to evaluate mechanical property and carbonation resistance, slump, compressive strength, and carbonation depth are tested. Slump of concretes using surface treated lightweight aggregate measured 120~125mm, which are lower than slump of NWAC. Compared to compressive strength of NWAC, compressive strength of concretes using surface treated lightweight aggregate showed a level of 82.8~95.9%. In carbonation resistance test, carbonation depth of concretes using surface treated lightweight aggregate measured 10.2~11.3mm, which are lower than carbonation depth of NWAC. As a result, it is found that compressive strength is decreased slightly but carbonation resistance is improved, in case of using surface treated lightweight aggregate.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.117-120
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• 2006

The purpose of this study is to efficiently treat the sewage sludge discharged from sewage treatment plants and evaluate the feasibility of the manufacture of lightweight aggregates(LWA) using a large quantity of sewage sludge. Sintered lightweight aggregate from sewage sludge is experimentally manufactured with various mass ratios of clay to sewage sludge by a pilot plant, and is tested for density, water absorption and crushing value. Their physical properties are compared to those of a commercial sintered lightweight aggregate. As a result, an experimentally manufactured lightweight aggregate is similar or superior in physical properties to the commercial lightweight aggregate. The manufactured lightweight aggregate could be used for structural concrete and non-structural concrete.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2010년도 춘계 학술대회 제22권1호
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• pp.227-228
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• 2010

경량콘크리트의 유동성과 압축강도에 대한 경량잔골재 치환율의 영향을 평가하기 위해 경량잔골재치환율을 주요변수로 5배합의 경량콘크리트가 배합되었다. 실험결과 경량잔골재의 치환율이 증가할수록 슬럼프 손실 기울기는 증가하였으며, 압축강도 발현율에는 큰 영향이 없었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 봄 학술발표회 논문집
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• pp.257-262
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• 2000

The purpose of this study is grasping quality aggregate using Bottom Ash of Industrial Waste Incinerator, and is evaluating possibility of application as construction materials. Cement and Fly ash is used with binder of aggregates using bottom ash. It is tested for basic property and strength of artificial aggregates, and the results are compared with crushed stone and elution tests is done for environmental safety. In the results of tests, it is confirmed that basic property and strength are lowe than crushed stone but the aggregates have possibility of application as artificial lightweight aggregates. When it is manufactured with aggregates, it is sage environmentally because of protecting elution of harmful heavy metals.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회 논문집(I)
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• pp.37-44
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• 1998

The objective of this study is development of high strength lightweight concrete and application or structural use. For this, mix proportions for each strength level were selected from lab tests, and adapted to producing ready-mixed concrete in batcher plant. It was very important to prewet the lightweight aggregates sufficiently for producibility and also workability. Splitting tensile strength of high-strength lightweight concrete produced has lower values than that of normal weight concrete, but modulus of rupture and modulus of elasticity are not less than normal weight concrete. The strength reduction factor ($\lambda$) for sand-lightweight concrete make higher than 0.85 present in structures using high-strength lightweight concrete. And it was showed that not parabola distribution but triangular distribution of stress in compression zone.

• 한국농공학회지
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• 제43권4호
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• pp.106-112
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• 2001

Recent advance in material technology has accelerated the development of high strength concrete using lightweight artificial aggregates. The lightweight concrete has many advantages that the reduction of dead loads and the increase in load capacity can offer. In this study the lightweight polymer concrete using unsaturated polyester resin and lightweight aggregate were prepared and tested for testing the physical and the mechanical properties. The compressive strengths of lightweight polymer concretes with apparent specific gravity for 1.32 to 1.78 were 250 to 470 kfg/cm$^2$ and flexural strengths were measured to be in the range of 1/3-1/4 of compressive strength.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
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• pp.1139-1144
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• 2000

Recent advance in material technology has accelerated the development of high strength concrete using lightweight artificial aggregates. The lightweight concrete has many advantages that the reduction of dead lads and the increase in load capacity can ofter. In this study, lightweight polymer concrete using unsaturated polyester resin and lightweight aggregate were prepared and tested for testing the physical and the mechanical properties. The compressive strengths of lightweight polymer concretes with specific gravities from 1.32 to 1.78 were compressive strength of 250 to 470 $kgf/cm^2$ and flexural strengths were measured to be in the range of a third to a quarter of compressive strength