• 제목/요약/키워드: Aerated concrete

검색결과 37건 처리시간 0.02초

C/S 몰비 및 알루미늄 분말 첨가율 변화에 따른 고온·고압 기포 콘크리트의 발포특성 (Foaming Characteristics of Autoclaved Aerated Concrete with Different C/S Molar Ratios and Aluminum Powder Contents)

  • 윤현섭;박종범;이광일;양근혁
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2018년도 춘계 학술논문 발표대회
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    • pp.220-221
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    • 2018
  • Test results showed that foaming ratio of autoclaved aerated concrete significantly affected by the CaO/Si2O (C/S) molar ratio of the component materials, indicating the greatest foaming ratio of 202% when the C/S ratio was 0.9.

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반응표면설계법(反應表面設計法)을 이용한 고로(高爐)슬래그 경량기포(輕量氣泡)콘크리트 제조(製造)의 최적화(最適化) (Application of response surface design for the optimization of producing lightweight aerated concrete with blast furnace slag)

  • 김상우;오수현;정문영
    • 자원리싸이클링
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    • 제21권3호
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    • pp.39-47
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    • 2012
  • 고로슬래그(BFS) 경량기포콘크리트 제조의 최적 배합비를 도출하기 위해 반응표면분석법 중 하나인 Box-Behnken법을 이용하여 연구를 수행하였다. 경량기포콘크리트는 상압증기양생법으로 제조하였으며 주요 실험변수로는 물/분체($W/P_d$)비, BFS 치환률 그리고 분체량($P_d$) 기준 Al분말 첨가량을 설정하였다. 반응표면분석에 의해 경량기포콘크리트의 절건비중 및 압축강도에 대한 회귀 모델식이 유도되었다. 경량기포콘크리트의 절건비중과 압축강도에 대한 목표값을 각각 0.72와 4.42 MPa로 설정하고 회귀 모델식에 의해 도출된 경량기포콘크리트의 최적 배합비는 $W/P_d$비 0.62, BFS 치환률 35.5% 그리고 분체대비 Al분말 첨가량 0.05%이었다. 이처럼 도출된 배합비로 제조한 경량기포콘크리트 시험체에 대한 절건비중과 압축강도의 측정값을 통해 회귀 모델식의 신뢰성이 확인되었다.

NOx 저감을 위한 다공성 광촉매 콘크리트 필터 제조 및 효율평가 (Porous Photocatalytic Concrete Filter Manufacturing and Efficiency Evaluation for NOx Reduction)

  • 김종규
    • 한국재료학회지
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    • 제32권4호
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    • pp.223-229
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    • 2022
  • A porous photocatalyst concrete filter was successfully produced to remove NOx, by mixing TiO2 photocatalyst with lightweight aerated concrete. Ultra Fine Bubbles were used to form continuous pores inside the porous photocatalytic concrete filter, which was mixed via a bubble generation experiment. The optimal mixing condition was determined to be with 4 % of the bubble generation agent B. NO removal specimens were prepared for various photocatalytic loading conditions, and the specimen containing 3 % P-25 removed NO at a concentration of 1.03 µmol in 1 h. The NO removal rate of the porous photocatalytic concrete filter prepared in this study was 10.99 %. This photocatalytic filter performance was more than 9 times the amount of NO removed by a general photocatalytic filter. The porous photocatalyst concrete filter for removing NOx developed in this study can be applied to various construction sites and the air quality can be solved by reducing NOx contributing to the formation of fine particles.

건물 외벽 패널용 경량기포콘크리트(AAC)의 CaO/$SiO_2$ 혼합비에 따른 강도 특성 평가 (Strength Characteristics according to the mixed CaO/$SiO_2$ Ratio to Autoclaved Aerated Concrete(AAC) used on the Exterior Panel in Buildings)

  • 김영호
    • 한국디지털건축인테리어학회논문집
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    • 제11권3호
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    • pp.35-42
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    • 2011
  • The exterior system of buildings, which is the typical curtain wall, has been made with glass and metal. Theses materials, however, have weaknesses such as inadequate insulating quality, short durability, combustibility and toxic substance. On the other hand, Autoclaved Aerated Concrete(AAC) or Autoclaved Lightweight Concrete(ALC) possess the great energy efficiency and the superb insulating quality as substitute of existing exterior system materials. In this research, strength characteristics and bubble dispersion of hydrothermal synthesis process of AAC based on CaO/$SiO_2$(C/S) ratio are analyzed. C/S ratio is determinated and bubble distribution and compressive strength are studied through the test of varied water-to-solid mineral ratio(W/S). In hydrothermal synthesis program, final C/S ratio is determined as 0.7 consider of the manufacturing process and hydrothermal synthesis is done at $180^{\circ}C$ for 7 hours. The analysis shows slurry has about 2,300cP viscosity and 0.56 specific gravity therefore it is expected AAC has the appropriate facility in the manufacturing process and Hydrates of AAC's Expansion.

Applicability of Stone Powder Sludge as a Substitute Material for Quartz Sand in Autoclaved Aerated Concrete

  • Kim, Jin-Man;Choi, Se-Jin;Jeong, Ji-Yong
    • 한국건축시공학회지
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    • 제17권1호
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    • pp.111-117
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    • 2017
  • Stone powder sludge is a byproduct of the crushed aggregate industry, and most of it is dumped with soil in landfills. The disposal of stone powder sludge presents a major environmental problem. This paper investigates the effects of stone powder sludge on the fluidity, density, strength and micro-structure properties of AAC(autoclaved aerated concrete) samples. Stone powder sludge was obtained from a crushed aggregate factory in order to investigate its applicability as a substitute for quartz sand in AAC. To determine the properties of the AAC samples produced with stone powder sludge, specimens containing different foam ratios were produced. Flow value, density, compressive strength, tensile strength and flexural strength of the samples were tested, and X-ray diffraction (XRD) was performed. The test results indicated that the compressive strength of AAC specimens (F120) with stone powder sludge was higher than that of AAC specimens (Q120) with quartz sand for same foam ratio of 120%. For all XRD diagrams, a higher number of tobermorite peaks was shown for the F120 sample than for the Q120 sample, which may explain the slightly higher strength gain in the F120 sample.

Simulation of brittle fracture of autoclaved aerated concrete

  • Kadashevich, I.;Stoyan, D.
    • Computers and Concrete
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    • 제7권1호
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    • pp.39-51
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    • 2010
  • The system of pores of autoclaved aerated concrete (AAC) is described by the so-called cherry-pit model, a random system of partially interpenetrating spheres. For the simulation of fracture processes, the solid phase is approximated by an irregular spatial network of beams obtained by means of the so-called radical tessellation with respect to the pore spheres. FE calculations using standard software (ANSYS) yield the strain energies of the beams. These energies are used as fracture criterion according to which highly loaded beams are considered as broken and are removed from the network. The paper investigates the relationship between mean fracture strength and microstructure for structures close to real AAC samples and virtual structures with particular geometrical properties.

콘크리트 충전 원형 강관을 이용한 터널강지보 합성부재의 휨거동 평가 (Evaluation of the Flexural Behavior of Composite Beam with Tunnel Steel Rib Support Using Circular Concrete Filled Steel Tube)

  • 마상준;최준혁
    • 한국강구조학회 논문집
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    • 제29권5호
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    • pp.353-359
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    • 2017
  • 본 연구는 콘크리트 충전 강관을 터널의 강지보재로 활용하기 위한 것으로서, 콘크리트 충전강관 부재가 콘크리트 내에 매립되어 합성부재로 거동하는 경우에 대한 부재의 강도와 거동특성을 실험적으로 평가하였다. 이를 위하여 두 종류의 강관과 강관 내부를 일반콘크리트와 기포콘크리트로 충전한 경우, 콘크리트 슬래브에 철근으로 보강한 경우를 대상으로 총 6개의 보 시험체를 제작하였으며 정적 휨시험을 수행하였다. 그 결과, 일반콘크리트로 충전한 강관이 기포콘크리트로 충전한 것보다 더 높은 강도를 나타내었다. 그러나 강관 주변을 철근으로 보강한 경우 휨강도는 충전콘크리트의 종류보다 철근량의 영향이 더 큰 것으로 나타났다.

저온 PCM 혼입을 위한 경량기포콘크리트의 배합설계 및 기계적 특성 (Mix Design and Mechanical Properties of Aerated Concrete for Incorporation of Low Temperature PCM)

  • 밧짜야 바산쿠;임명관;임희섭;최동욱
    • 한국구조물진단유지관리공학회 논문집
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    • 제21권4호
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    • pp.110-115
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    • 2017
  • 이 연구는 상변화 물질(저온 PCM)을 포함한 경량 콘크리트의 기계적 성능을 검토하기 위해 수행되었다. Micro capsulised PCM은 wax type core와 melamine based wall으로 구성되어있다. 또한, 단일 종류의 PCM의 경우, Vermiculite에 파라핀 왁스를 삽입하고 그 표면을 멜라민 수지로 코팅 하였다. 계면 중합은 1-dodecanol(핵심 물질)과 물(용매) 사이의 표면에서 중합반응이 일어나 벽 물질을 형성한다는 원리에 기반한다. 경량 콘크리트는 10 MPa의 압축 강도, 1.5 MPa의 인장 강도 및 1.0 kg/L의 절건 밀도를 가지며 10 %, 20 % 또는 30 %의 PCM을 포함하고 있다. 이를 위해 예비 배합으로 경량 기포 콘크리트($1.0kg/m^3$)를 제조 한 후 1-dodecanol 및 멜라민의 PCM 마이크로 캡슐과 혼합하여 그 물성을 조사하였다.