• KIEAE Journal
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• 제7권4호
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• pp.119-126
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• 2007

In this study, we processed two procedures of application test of filler for fire-resistance utility that are new application methods of aerated concrete and properties test of aerated concrete according to mixing ratio because we investigated the better use of aerated concrete as filler for fireproof safety and we proposed basic data about standardization of mixing of aerated concrete. We measured flow and volume change of aerated concrete. And if its volume doesn't change, we added measuring unit weight and compressive strength. To test application of aerated concrete as filler for fireproof safety, we filled up aerated concrete to fireproof safety according to suitable mixing ratio. Then we measured maximum temperature of inner part of fireproof safety in accordance with the standard test of fireproof. According to the results, aerated concrete as filler for fireproof safety could be possibly used. So when we make aerated concrete, we should consider using an adding agent as well as a foaming agent.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2004년도 학술.기술논문발표회
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• pp.45-50
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• 2004

In this study, we processed two procedures of application test of filler for special-purpose utility that are new application methods of aerated concrete and properties test of aerated concrete according to mixing ratio because we investigated the better use of aerated concrete as filler for fireproof safety and we proposed basic data about standardization of mixing of aerated concrete. We measured flow and volume change of aerated concrete. And if its volume doesn't change, we added measuring unit weight and compressive strength. To test application of aerated concrete as filler for fireproof safety, we filled up aerated concrete to fireproof safety according to suitable mixing ratio. Then we measured maximum temperature of inner part of fireproof safety in accordance with the standard test of fireproof. According to the results, aerated concrete as filler for fireproof safety could be possibly used. So when we make aerated concrete, we should consider using an adding agent as well as a foaming agent.

• 한국건축시공학회지
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• 제17권6호
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• pp.493-498
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• 2017

본 연구는 습식형 기포콘크리트의 단열성능 향상을 위한 소수성 에어로겔 기술 융합의 기초연구이다. 주요 실험변수는 에어로겔 혼입양으로서 기포 부피 대비 0%에서 40%로 변화하였다. 실험결과 에어로겔 혼입 기포 콘크리트의 압축강도는 일반 기포콘크리트에 비해 약 17%~34% 낮았다. 에어로겔이 기포 콘크리트 열전도율 저감에 미치는 영향도 미미하였는데, 이는 소수성 에어로겔의 비균질 분포 및 부분적 응집 때문이다. 따라서 에어로겔 혼입 기포콘크리트의 강도 및 열전도율 향상을 위해서는 에어로겔에 친수성을 부여하는 기술이 요구된다.

• 한국소음진동공학회논문집
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• 제23권5호
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• pp.414-422
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• 2013

As structure-borne sound, the floor impact sound is one of the serious noises in residential building. Most of heating system applied to the typical Korean residential building is floor heating system which is called ondol. The ondol usually consists of finishing material, mortar with heating coil, light-weight aerated concrete and reinforced concrete. This study focused on the isolation of heavy-weight impact sound and modification of mortar and light-weight aerated concrete. Specifically the glass foam aggregate was added on light-weight aerated concrete. Also, water-cement ratio and amount of cement on mortar were revised. The sound pressure level of heavy-weight impact was measured in reverberation chamber using both bang-machine and impact ball. The size of specimen was 1 m by 1 m. Substitution ratio of glass foam aggregate on light-weight aerated concrete shows relationship with heavy-weight impact sound pressure level. In addition, heavy-weight impact sound pressure level was decreased with increment of water-cement ratio and amount of cement on mortar.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2006년도 추계 학술논문 발표대회 논문집
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• pp.57-60
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• 2006

This study proposes the physical properties of the hardened lightweight cement using the polyethylene tube and to make the fundamental data regarding a new lightweight concrete development. The aerated concrete is displaying various effects such as lightweight, insulation characteristic and it is coming to be widely applied the slab layer of apartment as an insulating material but currently the aerated concrete has many problems. Therefore, demonstrating similar property of former aerated concrete and improving the defects, developing new hardened cement is needed. In this study, we predict adopting possibility of hollow core polyethylene tube, as a material to make cement hardening containing a lot of void. So we changed the mixing ratio, a diameter and length of the polyethylene tube and improved the compressive strength and unit capacity weight of the lightweight cement hardening body. From the test results, we judge that the aerated concrete is a developmental possibility.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2005년도 춘계 학술기술논문발표대회 논문집
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• pp.93-98
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• 2005

The purpose of this study was to analyze the compression strength research by aerated concrete as mixing ratio This Study used foaming-agent and produced aerated concrete by pre-foam way that is used in construction site. An experiment changes unit cement amount, w/c and the glass fiber mixing rate and 'measured capacity change, unit capacity weight and compressive strength. The results obtained from experimental study are as following; Research to reduce unit capacity weight in condition more than unit cement amount 500kgf is considered should be gone side by side. The highest compressive strength result appeared in aerated concrete that cement amount 600kgf and w/c ratio $45\%$, $50\%$. compressive strength was increased maximum $34%$ when glass fiber $0.7\%$ addition cause by coherence enlargement to enlargement of cement paste and glass fiber addition per unit volume

• 한국건설순환자원학회논문집
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• 제9권1호
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• pp.58-65
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• 2021

본 연구에서는 순환유동층 보일러 애쉬의 재활용 가능성을 높이기 위한 방법으로, 경량기포콘크리트의 제조시 생석회 및 황산칼슘 성분이 필요하다는 점에 착안하여, 이를 생석회 및 석고의 대체재로 활용하여, 생산원가 절감, 자원재활용, 환경부하 저감 및 고부가가치화 등의 목표를 달성하고자 하였다. 다양한 배합설계를 도출하여 경량기포 콘크리트 물성을 평가하였고, 이를 바탕으로 실제 공장에서 시제품을 생산하여, 경량 기포 콘크리트의 제조에 순환유동층 보일러애쉬의 활용성을 검증하고자 하였다. 실험 결과에 따르면, 순환유동층 보일러애쉬를 슬러리로 선처리하여 활용하는 방법을 통해 석고를 CFBCA로 대체 가능한 것이 확인되었으며, 이를 통해 경쟁력 있는 경량기포 콘크리트 제품의 생산이 가능함을 보였다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 가을학술발표대회논문집
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• pp.43-44
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• 2023

Fire doors installed to prevent the spread of fire in buildings are made of paper honeycomb, glass wool, and other materials. Due to their high water absorption rate, they absorb ambient moisture and degrade, and their increased weight causes them to sag internally, creating voids that can warp in the event of a fire and allow flames to pass through. To overcome these issues, research is being conducted on the physical performance of lightweight aerated concrete. However, there is a lack of research on how to ensure fire resistance. Therefore, in this study, the backside temperature of lightweight aerated concrete formulations was measured and compared and analyzied with the physical performance. Since it is difficult to achieve low density by saturation alone, aerated concrete with EPS was produced, which resulted in a density reduction of 24'26%, but the strength increase per unit cement increase was 5'25%, which tended to be lower than the formulation without EPS. The results showed that the lightweight aerated concrete with EPS was 130~140℃ lower than the lightweight aerated concrete with EPS, which is believed to be due to the melting point of EPS delayed the heat diffusion. In the future, wo plan to conduct research to identify the optimal formulation for fire door core materials by varying the amount of EPS added and using industrial by-products to increase long-term strength.

• 한국건축시공학회지
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• 제18권6호
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• pp.527-532
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• 2018

이 연구의 목적은 기포 콘크리트의 소포를 제어하면서 압축강도를 높일 수 있는 실용적 조건을 평가하는 것이다. 시멘트 양 대비 고로슬래그를 40% 혼입한 기포 콘크리트를 고온조건($40^{\circ}C$ 및 $60^{\circ}C$의 온도에서 10시간 및 15시간)에서 양생 후 측정한 실험결과를 상온양생 조건의 경우와 비교하였다. 고로슬래그를 40% 혼입한 기포 콘크리트에서 침하는 발생하지 않았다. 고온양생을 실시한 기포 콘크리트의 압축강도는 낮은 밀도 범위에서도 상온 양생한 기포 콘크리트의 강도보다 높았다. 하지만 기포간 병합으로 인한 압축강도 저하를 방지하기 위해서는 양생온도 $60^{\circ}C$에서 그 지속시간을 10시간 이하로 제한할 필요가 있었다.

• 콘크리트학회논문집
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• 제21권6호
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• pp.745-752
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• 2009

이 논문에서는 과산화수소를 사용한 경량기포콘크리트의 최적배합비를 제안하고 있다. 최적배합을 도출하기 위해 상용프로그램인 MINITAB을 사용하여 실험계획법을 적용하였다. 통계적 분석방법은 반응표면분석법 중 하나인 Box Behnken(B-B)계획법으로 하였다. 실험시 고려한 영향인자로는 단위시멘트량, 물시멘트비, 과산화수소비를 설정하였다. 분산분석에 따르면 경화상태에서 경량기포콘크리트의 물시멘트비와 과산화수소비는 절건밀도, 압축강도, 휨강도에 유의차가 있고, 단위시멘트량은 절건밀도에만 유의차가 있는 것으로 나타났다. 반응표면분석의 결과에서 과산화수소를 사용한 경량기포콘크리트의 최적배합비는 단위시멘트량 800 kg/$m^3$, 물시멘트비 44.33%, 과산화수소비 10%로 도출되었다.