• Title/Summary/Keyword: 건축물의 재활용

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A Study on the Mechanical Properties of Recycled Aggregate Concrete Mixed Steel Fiber (강섬유 혼입 순환골재 콘크리트의 역학적 특성에 관한 연구)

  • Shin, Yong-Seok;Cho, Cheol-Hee;Kim, Dae-Sung;Kim, Jeong-Sup
    • Journal of the Korea Institute of Building Construction
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    • v.9 no.4
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    • pp.131-137
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    • 2009
  • The rate of recycling of waste concrete, which represents the majority of construction-related waste, is increasing. However, a general recognition of the inferior qualify of recycled aggregates and their lower grade of compressive strength, bending strength, shear strength, frost resistance and ductility make the application of recycled aggregates to structures insufficient. Therefore, this study conducted material and member experiments by adding steel fiber for the purpose of improving the properties of recycled aggregate concrete. To synthesize the experimental results, it was found that specimens with a 30% steel fiber admixture had levels of compressive strength, tensile strength and frost resistance that were equivalent to or higher than the standard specimen, and that concrete that had a 30% replacement of recycled aggregates with steel fiber was suitable for application to actual structures.

Development of Causal Map for Greenhouse Gas Emission in Construction (건설공사의 온실가스 배출 요인 인과지도 개발)

  • Bae, Jin-Hee;Park, Hee-Sung
    • Proceedings of the Korea Contents Association Conference
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    • 2012.05a
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    • pp.109-110
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    • 2012
  • 최근 지구온난화로 인한 환경 문제의 심각성이 증가하고 있다. 이에 전 산업 부문에서 지구온난화에 가장 큰 영향을 미치는 온실가스 배출량에 대한 규제를 강화하고 있다. 건설 산업에서도 온실가스 저감 대책으로 친환경 에너지 개발, 친환경 건축물 인증제도등 녹색기술의 활동이 활발히 진행 중에 있다. 그러나 이러한 활발한 연구와 노력에도 불구하고 건설공사의 각 단계별 과정에 따른 온실가스 배출량과의 이해관계를 파악하기에는 어려움이 있다. 따라서, 본 논문은 기존 연구문헌을 조사하여 건설공사 과정을 원자재 생산, 시공, 유지 및 관리, 해체 및 재활용의 단계로 구분하여, 건설공사의 각 단계에서 온실가스 배출량에 영향을 미치는 요인을 도출하고, 시스템 다이내믹스의 인과지도 작성을 통하여 온실가스 배출 원인을 분석하였다.

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A Study on Validation of the Shielding Effectiveness Measurement Method of the Concrete Containing Electric Arc Furnace Oxidizing Slag (전기로산화슬래그를 활용한 콘크리트의 차폐효과 측정 방법의 유효성 검증 연구)

  • Jang, Hong-Je;Lee, Han-Hee;Choi, Hyo-Sik;Song, Tae-Seung;Cho, Won-Seo
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.9 no.4
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    • pp.478-482
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    • 2021
  • In this paper, methods for manufacturing shielding concrete by recycling steelmaking slag discarded as industrial waste and measuring the shielding effectiveness of the shielding concrete were studied. By comparing the result of shielding effectiveness measurement of this concrete block with shielding effectiveness measurement of the structure constructed with this concrete, the measurement system for measuring shielding effectiveness of the concrete block was verified. The size of the concrete stru ctu re is 2.9 × 2.9 × 3.4m and the concrete block is 0.3 × 0.3 × 0.2m. The frequ ency band u sed for mesu rement is 600MHz - 2GHz, the types of concrete u sed to measu re the shielding effectiveness are general concrete and concrete containing electric arc furnace oxidizing slag. In the case of the concrete structure, reinforcing rebars are installed at intervals of 15cm for stru ctu ral safety, as the frequ ency increase, the electromagnetic wave properties of rebars gradu ally decreased, there was a slight difference in the measurement results. In conclusion, the measurement result of shielding effectiveness of the concrete block is similar to the result of the concrete structure. It is thought that it can be sufficiently utilized for electromagnetic wave engineering design, and the concrete shielding effectiveness measurement system using standard specimens was verified.

A Study on the Chloride Diffusivity of Recycled Aggregate Concrete (순환골재 콘크리트의 염화물 확산성에 관한 연구)

  • Bae, Jong-Min;Kim, Young-Su
    • Journal of the Korea Institute of Building Construction
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    • v.10 no.1
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    • pp.147-153
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    • 2010
  • The recycling of demolished concrete as an alternative source of coarse aggregates for the production of new concrete can help to solve the growing waste disposal crisis and the problem of the depletion of natural aggregates. The purpose of this study is to investigate the chloride migration of recycled aggregate concrete containing pozzolanic materials by the chloride migration coefficient. The specimens were made with recycled coarse aggregate at various replacement ratios (10, 30, 50%) and metakaolin, blast furnace slag, and fly ash is replaced for recycled concrete with a mixing ratio of 20%. The major results are as follows. 1) The compressive strength of recycled aggregate concrete containing pozzolanic materials increases as the curing age and chloride diffusivity decreases. 2) When the replacement ratio of recycled coarse aggregate is 30%, the chloride migration coefficient of recycled concrete containing blast furnace slag or metakaolin that shows a value similar to or lower than that of plain concrete at all ages.

Quantification of Localized Fracture Mechanism of Recycled Aggregate Concrete in Compression using Acoustic Emission Technique (음향방출기법을 이용한 순환골재 콘크리트의 압축파괴 기구의 정량화)

  • Kim, Sun-Woo;Yun, Hyun-Do;Kim, Yun-Su
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.11 no.6
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    • pp.87-94
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    • 2007
  • Reuse of recycled aggregate from demolished concrete structure is beneficial and necessary from the viewpoint of environmental preservation and effective utilization of resources. The most important mechanical properties of recycled aggregate concrete (RAC) are the compressive strength, the tensile and the flexural strengths, the bond strength and the elastic modulus of such concrete. In particular, the stress-strain relation and fracture process of RAC in compression is especially important in theoretical and numerical analysis as well as engineering design of RAC structures. In this paper, to clarify the characteristics of fracture process in RAC, acoustic emission(AE) method is applied to detect micro-cracking in concrete under compression. From AE parameters, it is found that cracking and fracture behaviors in recycled aggregate concrete fairly differ from that of normal and recycled sand concrete.

Characteristics of Lightweight and Thermal Insulation of Bituminous Coal Bottom Ash (유연탄 bottom ash의 경량 및 단열 특성)

  • Lee, Jong Gyu;Yeo, Woon Ho
    • Journal of the Korea Organic Resources Recycling Association
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    • v.26 no.1
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    • pp.39-45
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    • 2018
  • Research on FA(Fly ash) is actively carried out, while the research on BA(Bottom ash) is not so, and research on BA recycling field is urgently required. Therefore, in this study, we investigated the lightweight and thermal insulation characteristics of BA mortar by comparing BA mortar made with porous dry BA(air-cooled) and general mortar. To investigate the lightweight of BA, density test, unit volume mass test and SEM(Scanning Electron Microscope) test were performed. BA mortar and general mortar molds were prepared for the thermal insulation test at room temperature and humidity environment determined by KS A 0006 and they were dried at the temperature of $105{\pm}2^{\circ}C$ until the weight became constant. As a result of the lightweight test, the lightweight of BA mortar is about 30% lighter than the general mortar. Therefore, BA is expected to contribute to reduce the building load when used as building material. As a result of thermal insulation test, the thermal conductivity of BA mortar is about 30% better than that of general mortar.

An Experimental Study on the Engineering Characteristics of Ternary Lightweight aggregate Mortar Using Recycling Water (회수수를 사용한 3성분계 경량 골재 모르타르의 공학적 특성에 관한 실험적 연구)

  • Lee, Jae-In;Bae, Sung-Ho;Kim, Ji-Hwan;Choi, Se-Jin
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.10 no.1
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    • pp.48-55
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    • 2022
  • This study uses the recovered water as mixing water and artificial lightweight aggregate pre-wetting water as part of a study to increase the recycling rate and reduce greenhouse gas of the ready-mixed concrete recovered during the concrete transport process, and cement fine powder of blast furnace slag(BFS) and fly ash(FA). The engineering characteristics of the three-component lightweight aggregate mortar used as a substitute were reviewed. For this purpose, the flow, dry unit mass, compressive strength, drying shrinkage, neutralization depth, and chloride ion penetration resistance of the three-component lightweight aggregate mortar were measured. When used together with the formulation, when 15 % of BFS and 5 % of FA were used, it was found to be positive in improving the compressive strength and durability of the mortar.

Basic Performance Evaluation of Dry Mortar Recycled Basalt Powder Sludge (현무암석분 슬러지를 재활용한 드라이몰탈의 기초적 성능평가)

  • Ko, Dongwoo;Choi, Heebok
    • Journal of the Korea Institute of Building Construction
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    • v.13 no.2
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    • pp.131-138
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    • 2013
  • This study was carried out to investigate the possibility of using basalt powder sludge instead of sand in a normal cement dry mortar as a way to recycle basalt powder sludge, which is a waste product from the manufacturing a process of basalt in Jeju. Basic performance evaluations of the dry mortar material included a compressive strength test, a flexural strength test, and SEM to observe the micro structure. The compressive and flexural strengths were increased to a replacement ratio of 21% of basalt powder sludge, whereby a strength enhancement of about 40% greater than that of normal dry mortar was shown. However, the creation of hydration products affected the replacement ratio of the basalt powder sludge. The possibility of using basalt powder sludge waste was identified in this study, and results showed that the basalt powder sludge waste could be used as a material for a secondary product of concrete.

A Study on the Possibility of Using Concrete Blocks with Ready Mixed Concrete Sludge (레미콘 슬러지를 활용한 콘크리트블록 활용에 대한 기초 연구)

  • Jung, Jae-Ho
    • Journal of the Korea Institute of Building Construction
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    • v.19 no.4
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    • pp.307-312
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    • 2019
  • Sludge generated in the production of ready-mixed concrete is classified as waste and processed at a high cost. In particular, small and medium-sized ready-mix manufacturer are burdened with such costs, and some companies are illegally processing them. Therefore, the purpose of this study is to suggest a method for recycled remicon sludge as a concrete block composition. When the remicon sludge is simply dried, the residual chemical admixture and ettringitee contained in the sludge are present, so that the compressive strength of the concrete block and the compressive strength after freezing and thawing are largely deteriorated to meet the quality standards of the concrete shore and retaining wall block It was not possible to do. As a method for satisfying the physical performance, it was found that the remicon sludge was calcined at a high temperature of about $900^{\circ}C$. to decompose ettringite and residual chemical admixture and then used it.

Introduction of BIM Quality Standard for Quantity Take-off (건축 물량산출 활용을 위한 BIM품질기준 도입 방안)

  • Kwon, O-Cheol;Jo, Chan-Won;Cho, Joo-Won
    • Journal of the Korea Institute of Building Construction
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    • v.11 no.2
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    • pp.171-180
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    • 2011
  • As high-rise and irregularly shaped building structures have become a trend at home and abroad, BIM technology is now being developed and accepted widely. However, the BIM data and information generated in the design phase cannot be actively reutilized in the construction stage. This is because the major interests of construction companies include working process and cost estimation, while there is not usually enough BIM data created to support these activities. In order to resolve this issue, we need to set up BIM modeling guides that make it possible to extract correct quantity take-off from BIM data. Quality checks are also necessary to ensure that the resulting BIM data is correct. This study suggests ways of securing BIM quality for correct quantity take-off, which is critical for BIM technology applied to the building construction process and its cost estimation.