• 제목/요약/키워드: Sewage structures

검색결과 50건 처리시간 0.027초

하수처리구조물용 광물질 혼화재 병용 폴리머 혼입 바탕조정재의 특성 (Properties of Polymer-Modified Surface Preparation Mortars with Mineral Admixtures for Sewage Treatment Structures)

  • 박승민;김완기
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2017년도 추계 학술논문 발표대회
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    • pp.30-31
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    • 2017
  • The objective of this study is to evaluate the performance of polymer-modified surface preparation mortars with pozzolanic materials for corrosion prevention method in deteriorated sewage treatment structures. The prepackaged-type surface preparation mortars are prepared with a polymer-binder ratio of 10%, ground granulated blast furnace slag contents of 0, 15, 30%, a fly ash content of 15%. And, the specimens are tested for workability, adhesion in tension, water absorption, crack and impact resistance. As a result, the prepackage-type surface preparation mortars for sewage treatment structure are satisfied with quality requirements by KS F 4716, Japan sewage work agency(JS) and JIS A 6916 for surface preparation mortars.

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하수구조물용 항균콘크리트의 개발 및 현장적용 (Development of Antimicrobial Concrete for Sewage Structures and Application to Construction Field)

  • 김무한;김규용;이의배;이승훈;손유신
    • 한국건축시공학회지
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    • 제6권3호
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    • pp.91-97
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    • 2006
  • Sewage facilities are positively necessary for environment improvement such as rainwater removal, sewage disposal, preservation of the qualify of water and health of the citizens in present-day. Meanwhile, a deterioration of the concrete sewer pipe is increasing rapidly due to the chemical and physical attack and especially biochemical attack that is to say biodeterioration. In this study, researches for the development of antibiotics and antimicrobial concrete were conducted to reduce biochemical corrosion of sewage concrete. First of all, desired performance, such as watertightness, antibiosis, homogeneity, workability and harmlessness, was proposed and performance of antibiotics and antimicrobial concrete were evaluated by them. And developed antimicrobial concrete was applied to actual construction field. As results of this study, dispersibility and antibiosis of liquid antibiotics superior to powdery antibiotics. Antibiosis of antimicrobial concrete was verified, and amount of elution of harmful and effective ingredients was little. In workability, setting time of antimicrobial concrete was delayed. Compressive strength and resistance to carbonation of antimicrobial concrete were more increased than ordinary concrete. Finally, as there were no problems in quality and construction progress of antimicrobial concrete produced in plant, applicability of antimicrobial concrete to actual construction field was verified.

항균제를 도포한 하수시설 콘크리트의 생화학적 부식특성 평가를 위한 폭로시험 (An Exposure Experiment for the Evaluation of Corrosion Properties of Sewage Concrete Covered with Antibiotics)

  • 노경민;이의배;김영덕;이병기;김규용;김무한
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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    • pp.73-76
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    • 2006
  • Sewage facilities mainly consisted of concrete structures are being deteriorated seriously by biodeterioration originated from sulfur-oxidizing bacteria. To prevent biochemical corrosion of the sewage concrete, antibiotics which prevent growth of sulfur-oxidizing bacteria were developed. Recently, to evaluate biochemical corrosion properties of concrete, antimicrobial performance and resistance to sulfuric acid were investigated respectively. But, in this study, to evaluate it complexly, concrete specimen covered with antibiotics were exposed in the actual sewage environment and were investigated about corrosion properties after three months. As a result, weight change ratio, nature potential and sulfuric ratio of concrete covered with antibiotics were less than plain concrete.

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항균 콘크리트를 적용한 정화조 및 하수처리 콘크리트 구조물의 황산화세균에 의한 생화학적 부식 저감 기술 (Technology for Controlling Biochemical Corrosion by Sulfur-oxidizing Bacteria of Sewage Concrete Construction applied Antimicrobial Concrete)

  • 김도수;길배수;손유신;이승훈
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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    • pp.907-910
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    • 2008
  • 최근 콘크리트로 대부분 시공되는 정화조 및 하수구조물은 황산화세균에 의한 생화학적 부식반응에 의해 심각하게 열화되고 있는 실정이다. 이러한 생화학적 부식방지를 위해서는 하수환경에 서식하는 황산화세균의 생장을 서식하는 생화학적 부식을 억제하는 항균제를 적용한 항균 콘크리트 적용기술이 필수적으로 개발되고 적용되어야만 한다. 이에 본 연구에서는 항균 콘크리트의 항균특성에 의해 하수환경에 노출된 하수구조물의 생화학적부식을 효과적으로 억제할 수 있는 기술을 소개하고자 한다.

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하수시설 콘크리트의 생화학적 부식특성 평가를 위한 실내 인공촉진 시험방법 (A Testing Method of Indoor Artificial Acceleration for the evaluation of Biochemical Corrosion Properties of Sewage Concrete)

  • 이의배;김도수;길배수;이승훈;김규용;김무한
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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    • pp.69-72
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    • 2006
  • Recently sewage facilities mainly consisted of concrete structures are being deteriorated seriously by biodeterioration originated from sulfur-oxidizing bacteria. To prevent biochemical corrosion of the sewage concrete, antibiotics which prevent growth of sulfur-oxidizing bacteria were developed. Existing methods to evaluate properties of biochemical corrosion of concrete examine the antimicrobial performance and resistance to sulfuric acid separately, but don't complexly. So, in this study, new method to test properties of biochemical corrosion of concrete complexly is suggested.

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하수관거용 플라스틱 조립식 경량기초의 하중재하실험 (Laboratory Loading Test of Light-Weight Prefabricated Plastic Foundation for Sewage Pipe Line)

  • 이동항;이관호
    • 한국산학기술학회논문지
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    • 제13권6호
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    • pp.2757-2762
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    • 2012
  • 하수관거는 중요한 사회간접시설중의 하나이다. 이러한 하수관거의 파손은 주로 하수관거의 시공에 이용되는 뒤채움재의 부적절한 품질관리 및 다짐관리로 인하여 발생한다. 특히, 원형관로의 경우 현장에서 다짐작업이 어려워 다짐기준을 만족시키기 어렵다. 이러한 문제를 해결하기 위하여 본 연구는 플라스틱 현장조립식 경량기초를 개발하였다. 개발된 경량기초의 하중재하시험 및 변형특성을 평가하였다. 제한된 실험결과로부터 현장조립식 플라스틱 경량기초의 사용은 뒤채움재의 다짐관리시 발생하는 어려움을 줄여줄 수 있는 대안으로 사용 가능함을 확인하였다.

생성 기원에 따른 용존 자연유기물질 분자량별 형광특성 비교 (Fluorescence Properties of Size Fractions of Dissolved Organic Matter Originated From Different Sources)

  • 허진;박민혜
    • 한국물환경학회지
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    • 제23권4호
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    • pp.482-489
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    • 2007
  • Fluorescence properties and carbohydrate content were investigated using ultrafiltrated size fractions of dissolved organic matters (DOM) originated from different sources. The materials included a treated sewage, an algal organic matter, and a soil leachate, all of which are major constituents of dissolved organic matter in a typical urban river. Four different size fractions were separated from the three sources of each DOM. The size distribution demonstrated that a higher molecular weight fraction was more present in soil leachate compared to two other source DOMs. A higher content of carbohydrates was observed in the following order - algal DOM > treated sewage > soil leachate. A wide range of specific UV absorbance was observed from size fractions of a single source DOM, indicating that aromatic carbon structures are heterogeneously distributed within one source of DOM. The structural heterogeneity was the most pronounced for the soil leachate. The fluorescence index ($F_{450}/F_{500}$) of the treated sewage was similar to that (2.0) typically obtained from autochthonous DOM, suggesting that the treated sewage exhibited autochthonous organic matter-like properties. No protein-like fluorescence intensities were observed for all of the soil leachate size fractions whereas they were observed with two other source DOMs. Based upon the fluorescence peak ratios from fluorescence excitation-emission matrix (EEM), two discrimination indices could be suggested to distinguish three different source DOMs. It is expected that the suggested discrimination indices will be useful to predict the sources of DOM in a typical urban river affected by treated sewage.