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2016 Vol.32, Issue 12 Preview Page
Crushing Characteristics of Single Particle of Recycled Aggregate from Waste Concrete

폐콘크리트 순환골재의 단입자 파쇄 특성

Sung-Sik Park1
,
Sang-Jung Kim2
,
Hong-Duk Moon3*
박 성식1
,
김 상중2
,
문 흥득3*
1Member, Associate Prof., Dept. of Civil Eng., Kyungpook National Univ.
2Ph.D. Candidate, Dept. of Civil Eng., Kyungpook National Univ.
3Member, Prof., Dept. of Civil Eng., Gyeongnam National Univ. of Science and Technology
1경북대학교 공과대학 토목공학과 부교수
2경북대학교 공과대학 건축토목공학부 박사수료
3경남과학기술대학교 건설환경공과대학 토목공학과 교수
*교신저자. *Corresponding Author. 
31 December 2016. pp. 23-32
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Abstract

A single particle crushing test was carried out for recycled aggregates from waste concrete while demolishing various structures. When the recycled aggregates were used for backfill or road subbase materials, load-displacement and crushing characteristics were analyzed. The recycled aggregates with hydrates and aggregates were sorted into 40 mm size (75-40 mm) and 20 mm size (40-20 mm). At initial loading, their irregular surface was closed to and then crushed by loading plate. Such first crushing stage was called ‘Surface crushing’. Further loading, some hydrate was crushed and detached from aggregate, and such process repeated several times. This state is called ‘hydrate crushing’. The final state is called ‘aggregate crushing’ in which aggregate crushed and following load suddenly dropped down. As the load increased, such crushing cycle is repeated several times. The shapes of aggregates are round or square, and triangle or long shaped. Depending on their shapes and surface conditions, they crushed in different ways. The 63% of aggregates showed more than 50% load reduction due to aggregate crushing. The 90% load reduction occurred at 15% of aggregates. The 40 mm aggregate crushed at maximum load between 3.05-4.38 kN and 70% of crushed aggregates were less than 20 mm.

Keywords
Recycled aggregate
Crushing
Hydrate
Strength

본 연구에서는 각종 구조물 철거 시 발생하는 폐콘크리트를 파쇄 처리하여 발생한 순환골재를 각종 토공 및 보조기층용에 재활용 시 발생할 수 있는 하중-변위 및 파쇄 특성을 분석하기 위해 단입자 파쇄실험을 실시하였다. 수화물과 골재로 구성된 75mm 이하의 순환골재를 40mm 크기(75-40mm 사이)와 20mm 크기(40-20mm 사이)의 골재로 나누어 실험하였다. 순환골재에 하중이 증가할 경우 단입자의 파쇄 거동은 불규칙한 표면이 가압판에 밀착되면서 초기에 표면이 파쇄되는 ‘표면파쇄(Surface crushing)’, 표면파쇄 이후 골재와 수화물이 분리되는 소규모 부분적 파쇄와 균열이 반복적으로 발생하는 ‘수화물파쇄(Hydrate crushing)’, 수화물파쇄가 단계적으로 반복되다가 최대하중에서 골재가 파쇄되면서 하중이 급격히 감소되는 취성파괴인 ‘골재파쇄(Aggregate crushing)’의 순서로 파쇄 사이클(crushing cycle)이 진행되었다. 한편, 하중이 지속적으로 증가함에 따라 이러한 파쇄 사이클은 수 차례 반복되는 경향을 보였다. 순환골재의 형상은 둥글거나 사각형에 가깝거나, 삼각형 또는 길쭉한 형태로 표면상태나 형상에 따라 파쇄 형상이 다르게 나타났다. 골재파쇄(최대 파쇄)에서 취성파괴로 하중이 감소되는 비율인 파쇄하중 감소율은 50% 이상인 경우는 63% 정도이며, 90% 이상인 경우도 15% 정도로 나타났다. 40mm 단입자는 최대하중 3.05～4.38kN 정도에서 대부분 파쇄되어 작은 입자로 분리되며, 세립화된 단입자 개수를 기준으로 20mm 이하의 분포비율은 약 70% 정도였다.

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Information
  • Publisher :The Korean Geotechnical Society
  • Publisher(Ko) :한국지반공학회
  • Journal Title :Journal of the Korean Geotechnical Society
  • Journal Title(Ko) :한국지반공학회 논문집
  • Volume : 32
  • No :12
  • Pages :23-32
  • Received Date : 2016-06-27
  • Revised Date : 2016-09-28
  • Accepted Date : 2016-11-02
  • DOI :https://doi.org/10.7843/kgs.2016.32.12.23
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