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      회수수를 사용한 경량골재 모르타르의 강도, 건조수축 및 중성화 특성에 관한 연구 = A Study on the Strength, Drying Shrinkage and Carbonation Properties of Lightweight Aggregate Mortar with Recycling Water

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      https://www.riss.kr/link?id=A107096087

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      다국어 초록 (Multilingual Abstract)

      This study is to compare and analyze the strength, drying shrinkage and carbonation properties of lightweight aggregate mortar using recycling water as prewetting water and mixing water. The flow, compressive strength, split tensile strength, drying shrinkage and carbonation depth of lightweight aggregate mortar with recycling water were measured. As test results, the mortar flow was similar in all mixes regardless of the recycling water content. The compresseive strength of the RW5 mix with 5% recycling water as prewetting water and mixing water was the highest value, about 53.9 MPa after 28 days. In addition, the tensile strength of lightweight mortar was about 3.4 to 3.8 MPa, indicating 7 to 9% of the compressive strength value regardless of recycling water content. In the case of drying shrinkage, the RW2.5 mix using 2.5% recycling water showed the lowest shrinkage rate as about 0.107% at 56 days. The drying shrinkage of the plain mix without recycling water was relatively higher than the RW2.5 and RW5 mix. The RW5 mix showed lowest carbonation depth compared to other mixes. In this study, the RW5 lightweight aggregate mortar with 5% recycling water exhibits excellent compressive strength and carbonation resistance. Therefore, it is considered that if the recycling water, a by-product of the concrete industry, is properly used as prewetting water and mixing water of lightweight mortar and concrete, it will be possible to increase the recycling rate of the by-product and contribute to improve the property of lightweitht aggregate mortar and concrete.
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      This study is to compare and analyze the strength, drying shrinkage and carbonation properties of lightweight aggregate mortar using recycling water as prewetting water and mixing water. The flow, compressive strength, split tensile strength, drying s...

      This study is to compare and analyze the strength, drying shrinkage and carbonation properties of lightweight aggregate mortar using recycling water as prewetting water and mixing water. The flow, compressive strength, split tensile strength, drying shrinkage and carbonation depth of lightweight aggregate mortar with recycling water were measured. As test results, the mortar flow was similar in all mixes regardless of the recycling water content. The compresseive strength of the RW5 mix with 5% recycling water as prewetting water and mixing water was the highest value, about 53.9 MPa after 28 days. In addition, the tensile strength of lightweight mortar was about 3.4 to 3.8 MPa, indicating 7 to 9% of the compressive strength value regardless of recycling water content. In the case of drying shrinkage, the RW2.5 mix using 2.5% recycling water showed the lowest shrinkage rate as about 0.107% at 56 days. The drying shrinkage of the plain mix without recycling water was relatively higher than the RW2.5 and RW5 mix. The RW5 mix showed lowest carbonation depth compared to other mixes. In this study, the RW5 lightweight aggregate mortar with 5% recycling water exhibits excellent compressive strength and carbonation resistance. Therefore, it is considered that if the recycling water, a by-product of the concrete industry, is properly used as prewetting water and mixing water of lightweight mortar and concrete, it will be possible to increase the recycling rate of the by-product and contribute to improve the property of lightweitht aggregate mortar and concrete.

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      참고문헌 (Reference)

      1 최세진, "인공경량골재 혼합비율에 따른 경량 콘크리트의 물성 및 강도특성에 관한 연구" 한국건축시공학회 19 (19): 313-322, 2019

      2 신재경, "산업부산물을 활용한 인공경량골재의 개발 및 경량골재 콘크리트의 활용" 청주대학교 대학원 2013

      3 문한영, "고로슬래그 미분말 대체 콘크리트의 강도 향상을 위한 레미콘 슬러지의 활용" 대한토목학회 22 (22): 315-326, 2002

      4 Lee KS, "The strength properties of artificial lightweight aggregate mortar and pre-wetting with recycling water" Korea Concrete Institute 407-408, 2019

      5 Kim GH, "Properties of cement mortar with solid content and leaving time of recycling water using stabilizing agent" Architectural Institute of Korea 355-358, 2013

      6 "KS L 5105. Testing method for compressive strength of hydraulic cement mortars"

      7 "KS F 2584. Standard test method for accelerated carbonation of concrete"

      8 "KS F 2529. Standard test method for density and water absorption of lightweight fine aggregates for structural concrete"

      9 "KS F 2502. Standard test method for sieve analysis of fine and coarse aggregates"

      10 "KS F 2424. Standard test method for length change of mortar and concrete"

      1 최세진, "인공경량골재 혼합비율에 따른 경량 콘크리트의 물성 및 강도특성에 관한 연구" 한국건축시공학회 19 (19): 313-322, 2019

      2 신재경, "산업부산물을 활용한 인공경량골재의 개발 및 경량골재 콘크리트의 활용" 청주대학교 대학원 2013

      3 문한영, "고로슬래그 미분말 대체 콘크리트의 강도 향상을 위한 레미콘 슬러지의 활용" 대한토목학회 22 (22): 315-326, 2002

      4 Lee KS, "The strength properties of artificial lightweight aggregate mortar and pre-wetting with recycling water" Korea Concrete Institute 407-408, 2019

      5 Kim GH, "Properties of cement mortar with solid content and leaving time of recycling water using stabilizing agent" Architectural Institute of Korea 355-358, 2013

      6 "KS L 5105. Testing method for compressive strength of hydraulic cement mortars"

      7 "KS F 2584. Standard test method for accelerated carbonation of concrete"

      8 "KS F 2529. Standard test method for density and water absorption of lightweight fine aggregates for structural concrete"

      9 "KS F 2502. Standard test method for sieve analysis of fine and coarse aggregates"

      10 "KS F 2424. Standard test method for length change of mortar and concrete"

      11 "KS F 2423. Standards test method for tensile splitting strength of concrete"

      12 "KS 4009 Ready-Mixed Concrete. Korea Industrial Standards"

      13 Kwon KS, "Evaluation of strength properties of mortar by main material as sludge solids of ready mixed concrete recycling water" Architectural Institute of Korea 475-476, 2013

      14 강승구, "Effect of Shell Structure of Artificial Lightweight Aggregates" 한국세라믹학회 45 (45): 750-754, 2008

      15 Han CG, "Control of Quality and Equipment of Re-Mi-Con using Recycling Water" Korea Concrete Institute 40-48, 2002

      16 Park. YS, "An experimental study on the properties of concrete using stabilizing agent treated recycling water" 24 (24): 279-282, 2004

      17 Lee HJ, "An experimental study on the alkali-activated slag cement using recycling water of ready mixed concrete" Hanyang University 2011

      18 Lim BR, "A study on the strength of lightweight concrete with artificial aggregate" Kyonggi University 2002

      19 Kim YC, "A study on properties of blast-furnace slg many substitutions concrete in accordance with the amount of recycling water" Konkuk University 2015

      20 Kim KL, "A study on optimal applicability of ready mixedconcrete sludge water as batching water" Gangneung-Wonju National University 2007

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2026 평가예정 재인증평가 신청대상 (재인증)
      2020-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2017-01-01 평가 등재학술지 유지 (계속평가) KCI등재
      2013-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2010-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2009-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2007-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.29 0.29 0.25
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.23 0.23 0.463 0.09
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