• Title/Summary/Keyword: Foaming agents

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Properties of Foamed Concrete According to Types and Concentrations of Foam Agent (기포제 종류 및 희석 농도에 따른 기포 콘크리트의 특성)

  • Kim, Jin-Man;Jeong, Ji-Yong;Hwang, Eui-Hwan;Shin, Sang-Chul
    • Journal of the Korea Concrete Institute
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    • v.24 no.1
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    • pp.61-70
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    • 2012
  • Recently, the government has been working feverously to save energy and reduce greenhouse gas emission by enacting Basic Act on Low Carbon Green Growth at the national level. Improving the insulation performance of building exterior and insulator can reduce the energy in the building sector. This study is about developing light-weight foamed concrete insulation panel that can be applied to buildings to save energy and to find the optimal condition for the development of insulation materials that can save energy by enhancing its physical, kinetic and thermal characteristics. Various experimental factors and conditions were considered in the study such as foam agent types (AES=Alcohol Ethoxy Sulfate, AOS=Alpha-Olefin Sulfonate, VS=Vegetable Soap, FP=Fe-Protein), foam agent dilution concentration (1, 3, 5%), and foam percentage (30, 50, 70%). Experiment results indicated that the surface tension of aqueous solution including foam agent, was lower when AOS was used over other foam agents. FP produced relatively stable foams in 3% or more, which produced unstable foams containing high water content and low surface tension when diluted at low concentration. Depending on foam agent types, compressive strength and thermal conductivity were similar at low density range but showed some differences at high concentration range. In addition, when concentrations of foam agent and foaming ratio increased, pore size increased and open pores are formed. In all types of foam agent, thermal conductivity were excellent, satisfying KS standards. The most outstanding performance for insulation panel was obtained when FP 3% was used.

Design of the Submerged Outlet Structure for Reducing Foam at a Power Plant using a Numerical Model Simulating Air Entrainment (공기연행 수치모형을 이용한 발전소 거품저감 수중방류구조 설계)

  • Kim, Ji-Young;Kang, Keum-Seok;Oh, Young-Min;Oh, Sang-Ho
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.20 no.5
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    • pp.452-460
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    • 2008
  • Anti-foaming agents and foam fences have been used to remove the foam at the outfall of power plants, but there are some problems as consumption of maintenance costs and insufficiency of effect. Therefore, development of the methods how to remove the foam by stable coastal structure has been required. In this study, numerical simulation of air entrainment was carried out to design the submerged outlet structure for reducing foam using curtain walls. The air entrainment rate and the discharge of entrained air change according to the shape of weir and curtain wall. Hence, it is necessary to design the optimum section through comparison of each case. The optimum section which has the maximum rate of foam reduction was determined by the simulation results. In addition, it was found that the flow velocity at the submerged outlet is to be smaller than 1 m/s and the submerged depth of curtain wall is to be taller than height of the submerged outlet section.

Engineering Characteristics of Light-weight Foamed CLSM using Coal Ash According to Final Mixing Time and Dilution Ratio (석탄회를 활용한 경량기포 저강도 고유동화재의 최종비빔시간과 희석비에 따른 공학적 특성)

  • Lee, Jong Hwi;Na, Jeong Hum;Lee, Chang Ki;Chun, Byung Sik
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.32 no.1C
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    • pp.17-25
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    • 2012
  • CLSM (Controlled Low Strength Material) using coal ash, which has the advantages of self-leveling, self-compacting, flowability, easy re-excavation, has been developed. In this study, CLSM additionally mixed with foaming agent for structural backfill material, aimed at lightness of materials, was developed called light-weight foamed CLSM. As the basic study of this material, to determine the optimum final mixing time and dilution ratio of existing light-weight foamed CLSM, flow, slurry unit weight and unconfined compressive strength test according to each impact factor were performed at the standard mix proportion. As the results of tests, CASE N (Final mixing time 4 min, dilution ratio 2%), CASE O (Final mixing time 3 min, foam agents ratio 3%, dilution ratio 2%) were satisfied with the standard of flow test (above 20cm), slurry unit weight test (12~15 $kN/m^3$) and unconfined compressive strength test (800 kPa~1200 kPa). These results will indicate the standard optimum final mixing time and dilution ratio of light-weight foamed CLSM for structural backfill.