• 제목/요약/키워드: Natural aggregate

검색결과 539건 처리시간 0.024초

폐자기를 사용한 인조석재의 품질평가 (Quality Property of the Artificial Stone Using the Waste Porcelain)

  • 유용진;이상수;송하영
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2015년도 춘계 학술논문 발표대회
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    • pp.171-172
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    • 2015
  • Recently, it is the global warming phenomenon because of the greenhouse gas exhaustion caused by and the environment problem is serious. And it is the situation where the problem of the exhaustion of resource because of the indiscriminate picking of the that is the raw material of the cement, limestone and natural aggregate are emphasized. In addition, thus the cement reduction amount of use and substitute material research is the urgent actual condition with the gas emission, which here it is generated in conducting compression molding in the building stone manufacturing process performance degradation phenomenon and fire resistance, and problem of the durability. Therefore, in this research, the waste porcelain is applied to the artificial stone and the durability property of the artificial stone according to it tries to be investigated.

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폐자기를 사용한 마그네시아 인산염 세라믹(MPC) 인조석재의 내마모특성 (Abrasion Resistance Property of the Magnesia Phosphate Ceramics(MPC) Artificial Stone Using the Waste Porcelain)

  • 유용진;이상수;송하영
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2014년도 추계 학술논문 발표대회
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    • pp.51-52
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    • 2014
  • Recently, it is the global warming phenomenon because of the greenhouse gas exhaustion caused by and the environment problem is serious. And it is the situation where the problem of the exhaustion of resource because of the indiscriminate picking of the that is the raw material of the cement, limestone and natural aggregate are emphasized. In addition, thus the cement reduction amount of use and substitute material research is the urgent actual condition with the gas emission, which here it is generated in conducting compression molding in the building stone manufacturing process performance degradation phenomenon and fire resistance, and problem of the durability. Therefore, in this research, because of being the magnesia phosphate ceramics, the waste porcelain is applied and the anti-wearing character of the artificial stone according to it tries to be investigated.

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부순모래 대체율에 따른 고강도콘크리트의 유동특성 및 강도특성에 관한 연구 (A Study on the Fluidity and Compressive Strength of HPC according to the Replacement Ratio of Crushed Sand)

  • 최세진;강원석;박창수;이성연;이상수
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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    • pp.437-440
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    • 2006
  • Generally, the strength of concrete depends on factors of materials, mix proportions, compaction, manufacturing methods and curing and so on. And recently, it has increased the using of crushed sand for concrete due to the exhaustion of good natural aggregate. This is an experimental study to compare and analyze the fluidity and compressive strength of ultra-high strength concrete according to the replacement ratio of crushed sand. For this purpose, the mix proportions of concrete according to the W/B ratio and replacement ratio of crushed sand was selected. And then air content, slump-flow, O-lot, compressive strength test were performed.

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순환골재 치환률에 따른 철근콘크리트 보의 휨거동에 관한 실험적 연구 (Experimental Study of Flexural Behavior of Reinforced Concrete Beams with Different Types of Coarse Aggregates)

  • 이영오;전에스더;윤현도;유영찬;김긍환;최기선
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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    • pp.45-48
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    • 2006
  • This study is to evaluate flexural behavior of RC beam with different types of coarse aggregates, so called natural or recycled aggregate. Two reinforced concrete beams were manufactured with different replacement level of recycled coarse aggregates : Concrete made with 0% of coarse aggregates, concrete made with 100% of recycled coarse aggregates. From the test, the general flexural performances of RC beams with different types of coarse aggregates such as cracking moment, crack patterns, maximum moment/crack width are discussed.

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Performance studies on concrete with recycled coarse aggregates

  • Yaragal, Subhash C.;Teja, Dumpati C.;Shaffi, Mohammed
    • Advances in concrete construction
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    • 제4권4호
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    • pp.263-281
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    • 2016
  • Concrete continues to be the most consumed construction material in the world, only next to water. Due to rapid increase in construction activities, Construction and Demolition (C&D) waste constitutes a major portion of total solid waste production in the world. It is important to assess the amount of C&D waste being generated and analyse the practices needed to handle this waste from the point of waste utilization, management and disposal addressing the sustainability aspects. The depleting natural resources in the current scenario warrants research to examine viable alternative means, modes and methods for sustainable construction. This study reports processing Recycled Coarse Aggregates (RCA) using a rod mill, for the first time. Parameters such as amount of C&D waste for processing, nature of charge and duration of processing time have been optimized for obtaining good quality RCA. Performance of RCA based concrete and performance enhancement techniques of 50% RCA based concrete are discussed in this paper.

폐주물사를 첨가한 전로슬랙의 개질특성에 관한 연구 (A Study on the Properties of Converter Slag Modified by Addition of Waste Foundry Sand)

  • 김영환;김종학;고인용
    • 자원리싸이클링
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    • 제8권1호
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    • pp.44-51
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    • 1999
  • 전로슬랙에 폐주물사($SiO_2$원)와 탄소를 첨가하여 환원 . 용해함으로써얻은 개질슬랙의 기본적인 물성을 조사하였다. 염기도에 따라 철의 회수율이 크게 영향을 받음을 알 수 있었다. 염기도를 1.34로 조절하고 환원하여 철을 분리 회수한 후, 서냉하여 얻은 개질슬랙의 주요 물성치(비중, 흡수율, 경도 및 압축강도)들은 천연골재와 유사한 값을 보인다.

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Structural performance of recycled aggregates concrete sourced from low strength concrete

  • Goksu, Caglar;Saribas, Ilyas;Binbir, Ergun;Akkaya, Yilmaz;Ilki, Alper
    • Structural Engineering and Mechanics
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    • 제69권1호
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    • pp.77-93
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    • 2019
  • Although much research has been carried out using recycled aggregates sourced from normal strength concrete, most of the buildings to be demolished are constructed with low strength concrete. Therefore, the properties of the concrete incorporating recycled aggregates, sourced from the waste of structural elements cast with low strength concrete, were investigated in this study. Four different concrete mixtures were designed incorporating natural and recycled aggregates with and without fly ash. The results of the mechanical and durability tests of the concrete mixtures are presented. Additionally, full-scale one-way reinforced concrete slabs were cast, using these concrete mixtures, and subjected to bending test. The feasibility of using conventional reinforced concrete theory for the slabs made with structural concrete incorporating recycled aggregates was investigated.

Analysis on Calcination of Cementitious Powder of Waste Concrete for Raw Cement

  • Park, Dong-Cheon;Kwon, Eun-Hee;Ahn, Jae-Cheol
    • 한국건축시공학회지
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    • 제14권1호
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    • pp.54-60
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    • 2014
  • The purpose of this study is to examine whether cementitious powder separated from waste concrete can be used as an alternative raw material to limestone and reduce the usage of natural resource (limestone) and $CO_2$ emission based on recycling cementitious powder from waste concrete. Experiments actually analyzed the chemical composition of cementitious powder and performed hyperthermia analysis, measurement of free CaO and XRD analysis to measure the degree of recovery of hydration in the model of cementitious powder manufactured based on chemical composition. These were performed in each cementitious powder model at different calcination temperatures such as $900^{\circ}C$, $1200^{\circ}C$, $1300^{\circ}C$, $1400^{\circ}C$ and $1450^{\circ}C$. Through the experiments, it was found that the recovery of hydration was at a level which can be used as the alternative raw material for limestone, but the replacement ratio was directly affected by the degree of mixing of fine aggregate in less than $150{\mu}m$, which cannot be separated from cementitious powder. It was shown that there was no difference in the production of compounds involved in hydration at calcination temperatures of $1200^{\circ}C$ or higher. Therefore, to pursue the replacement of limestone and reduction of greenhouse gas by recycling cementitious powder, the development of technology to efficiently separate aggregate fine powder is required.

순환 잔골재 및 굵은골재를 사용한 SFRC 보의 성능 평가 (Capacity Evaluation of SFRC Beams Using Recycled Fine and Coarse Aggregates)

  • 이현호
    • 한국구조물진단유지관리공학회 논문집
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    • 제21권2호
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    • pp.122-129
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    • 2017
  • 본 연구의 목적은 순환골재를 대량 사용하기 위한 것이다. 천연골재를 순환골재로 50% 치환한 보의 전단성능을 증진시키기 위하여 강섬유를 보강하였다. 강섬유 혼입율은 0%, 0.5%, 0.75% 및 1.0%이다. 실험 결과, 강섬유 혼입율 0.5%인 경우와 0.75%인 경우의 강도 및 변형능력이 비보강 대비 월등히 증진됨을 확인할 수 있었다. 기존 연구자의 전단강도식으로 실험체의 강도를 평가한 결과, Oh et al.(2008)의 전단강도식이 SFRC 보의 전단강도를 안전측으로 예측할 수 있는 것으로 평가되었다.

잔골재 표준입도를 고려하여 조파쇄 바텀애시를 혼입한 일반강도 모르타르의 성능 (Properties of Normal-Strength Mortar Containing Coarsely-Crushed Bottom Ash Considering Standard Particle Size Distribution of Fine Aggregate)

  • 김형기
    • 콘크리트학회논문집
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    • 제27권5호
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    • pp.531-539
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    • 2015
  • 잔골재 표준입도를 고려하여 조파쇄 바텀애시를 혼입한 일반강도 모르타르의 성능을 실험적으로 분석하였다. 비교군으로서, 파쇄하지 않은 일반 바텀애시를 천연잔골재와 단순 치환하여 사용하였다. 바텀애시를 결합재와 일반 잔골재 사이의 입도를 갖도록 굵게 파쇄할 경우, 입자의 흡수율 및 표건상태 비중이 일반 잔골재 수준으로 조절되었다. 잔골재 표준입도를 고려해 조파쇄 바텀애시를 혼입하는 방법은, 바텀애시 원재료를 일반 잔골재와 단순 치환하던 기존의 배합방법에서 발생하던 모르타르의 유동성 감소 및 강도 감소를 동시에 막을 수 있는 해법이 될 수 있음을 확인하였다. 조파쇄 바텀애시를 30% 이내로 모르타르에 혼입할 경우, 모르타르의 동탄성계수 및 건조수축은 일반골재 모르타르에 비해 크게 변화하지 않았다.