• International Journal of Safety
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• 제10권1호
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• pp.16-21
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• 2011

In this thesis, appearance inspection, compressive strength of concrete test, arrangement of bar inspection, survey, and bearing stress analysis were performed on a damaged coping of reinforced concrete pier to investigate the damage cause. According to the performed a series of inspections, it was found that the coping of pier was damaged during PSC (Pre-stressed Concrete) beam construction. In this thesis, the repair method for damaged pier was studied. The repair procedure used in this thesis was follows : chipping for damaged part, clean by high-pressure, installation of wire mesh, coating of surface hardening, construction of section restoration material, copula grinding, and prevent coating for far-infrared radiation.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2019년도 춘계 학술논문 발표대회
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• pp.176-177
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• 2019

Recently, efforts are made to apply 200MPa levels of ultra-high strength concrete to structures exceeding 40MPa.. Ultra-high strength concrete has been steadily researched in Korea as well as abroad, and now it is equipped with 200MPa ultra-high strength concrete mixing technology. Because ultra-high strength concrete has a higher range of compressive strength than ordinary concrete, it is difficult to accurately measure the compressive strength of UHPC concrete with existing compressive strength measuring equipment and can be less reliable. In this study, the compressive strength of the SC80 was measured according to the test method to compare the compressive strength of the SC80 by applying various methods of measurement of compressive strength. The compressive strength test method measured the compressive strength according to the size of the specimen, the grinding method, and the capacity of the UTM equipment.

• Advances in concrete construction
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• 제11권2호
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• pp.173-181
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• 2021

The main objective of this work is to contribute to the valorization of plastic and glass waste in the improvement of concrete properties. Waste glass after grinding was used as a partial replacement of the cement with a percentage of 15%. The plastic waste was cut and introduced as fibers with 1% by the total volume of the mixture. Mechanical and durability tests were conducted for various mixtures of concrete as compressive and flexural strengths, water absorption, ultrasonic pulse velocity, and acid attack. Also, other in-depth analyses were performed on samples of each variant such as X-ray diffraction (XRD), thermogravimetric analysis (DSC-TGA), and scanning electron microscope (SEM). The results show that the addition of glass powder or plastic fibers or a combination of both in concrete improved in the compression and flexural strengths in the long term. The highest compressive strength was obtained in the mix which combines the two wastes about 26.72% of increase compared to the control concrete. The flexural strength increased in the mixture containing the glass powder. Therefore, the mixture with two wastes exhibits better resistance to aggressive sulfuric acid attack, and incorporating glass powder improves the ultrasonic pulse velocity.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.1053-1058
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• 2001

Contemporary architecture calls for a wide range of surface textures and treatments. A surface compatible with the architect's design may vary from a glass-smooth finish to one requiring special sculptured ornamentation. These surfaces require many different types of form sheathing and lining. Chemical retarders applied to the form surface make It possible to remove surface mortar and expose the aggregate after forms have been removed. Variation in finish may also be achieved by grinding, chiseling, hammering, and sandblasting after the concrete has set. Precast panels as forms or liners may provide the desired surface finish; sometimes a combination several of these techniques is used.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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• pp.277-280
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• 2003

The purpose of this study is for the active use of the fly ash, which is a by-product of the combustion pulverizes coal thermal power plants, to compensate for the lack of landfill and for conservation of energy, by using fly ash as the supplementary cementitious material, and to prove its possibility as the related products of the cement. First of all, we examined strength development of Micro grinding fly ash by elevating its fineness and using $Na_{2}SO_{4}$ as an activator to elevate pozzolanic reaction of fly ash. Following fly ash replacement ratio and curing temperature we hope to prove its properties to suggest its possibility in the concrete and cement industry. In case of water curing, the more fineness and higher annexing of activator is, the higher strength is, and the higher curing temperature is the more pozzolanic reaction happens.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2018년도 춘계 학술논문 발표대회
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• pp.261-262
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• 2018

In this study, the quality of recycled aggregate for concrete was investigated as the number of recycled aggregate crushing cycles, grinder and crusher, peeling and crushing. First, the quality of density, absorption ratio and solid content was improved as the separation distance decreased and the number of crushing increased, depending on the number of crushing of recycled aggregate and the distance between mantle and cone cave. The quality of density, absorption ratio and solid content was improved as the wire mesh used in striking plate and the number of hammers increased, depending on the type of striking plate and the number of hammers.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2017년도 추계 학술논문 발표대회
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• pp.85-86
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• 2017

Fiber reinforced concrete as a construction material has been widely used. Fibers, as the reinforced component, the physical properties and the distribution influence the engineering properties of the composite. To illustrate the engineering properties, fiber distribution and orientation are necessary. Steel fibers can be easily captured by X-ray, but it is difficult them to express being numerical because they don't show as perfect circular shape on the grinding face. To get the more exact information for this, the numerical method for the orientation and distribution of fibers have to be more elaborately. This paper presents a possible method which makes the calculate for orientation possible.

• 토지주택연구
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• 제14권4호
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• pp.121-129
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• 2023

본 연구에서는 시멘트 클링커 제조에 사용되는 탄산염 광물인 석회석(CaCO₃)을 이산화탄소(CO₂)가 결합되어 있지 않은 탈탄산 원료를 사용하여 제조 공정 중에 발생하는 이산화탄소(CO₂)를 저감하고자 하는 연구로 다양한 산업부산물 중 폐콘크리트에 부착되어 있는 시멘트페이스트를 이용하고자 하였다. 폐콘크리트는 골재에 시멘트페이스트가 부착되어 있는 상태로 일반적인 파·분쇄 방법으로는 효율적으로 분리하지 못하며 원골재 손상없이 시멘트페이스트만을 벗겨내기 위하여 박리·마쇄방법이 유효하다. 박리·마쇄에 영향을 주는 인자로 박리·마쇄시간, 피분쇄물 종류, 피분쇄물양으로 선정하고 실험계획법을 통해 시멘트 크링커 원료로서 탈탄산된 CaO를 함유한 폐콘크리트 미분말 제조를 위한 최적 마쇄 실험 결과, 박리·마쇄시간 7분, 피분쇄물 종류 8mm, 피분쇄물양 0.6이 폐콘크리트 미분말 생산하는데 최적조건인 것을 알 수 있었으며 생산성에 따른 경제성을 고려할 때 피분쇄물의 크기가 크고 양을 많이 할 경우 박리·마쇄시간을 단축할 수 있을 것으로 판단된다.

• 대한건축학회논문집:구조계
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• 제36권1호
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• pp.147-154
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• 2020

The exterior finishing of reinforced concrete buildings is one of the important factors to prevent durability and prevent natural environment or disaster such as temperature, snow, wind, rain from the outside as well as external design of buildings. Finishing methods can be divided into wet and dry methods. The wet method using paint is relatively easy to construct, but it requires repair and reinforcement every 1 to 5 years and requires a lot of LCC for maintenance. Finishing method using panel has good durability, but it is difficult to install and expensive. Therefore, in this paper, we evaluate the bond strength for the application of the metal spray method in order to overcome the problems of existing methods. Experimental results show that the sandblast + surface roughness agent(S-R(Y)) has a roughness of 41.16 ㎛ and the bond strength is about 3.19 MPa, which is the highest bond strength. In addition, the grinding + surface roughness agent(G-R(Y)) application showed roughness of about 36.59 ㎛ and secured the bond strength performance of 2.94 MPa.

• 한국건설순환자원학회논문집
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• 제9권1호
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• pp.66-74
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• 2021

본 연구의 목적은 보통 포틀랜드 시멘트의 치환재로서 개질 플라이애시의 적용 가능성을 평가하는 것이다. 실험변수는 시멘트 대비 플라이애시와 개질 플라이애시의 치환율 10%, 20%, 30% 및 40%와 양생온도 5, 20 및 40℃이다. 개질 플라이애시를 혼입한 콘크리트의 굳지 않은 콘크리트 특성(유동성, 공기량, 블리딩, 응결특성), 역학적 특성(압축강도) 및 수화생성물을 측정하고 일반 플라이애시 혼입 콘크리트와 비교하였다. 실험결과, 개질 플라이애시는 일반 플라이애시보다 콘크리트의 블리딩량 감소 및 조기 압축강도 향상에 유리하였다. 일반 플라이애시를 이용한 콘크리트의 압축강도 대비 개질 플라이애시 콘크리트의 압축강도 증가율은 재령 1일에서 양생온도 5℃인 경우 평균 128%, 양생온도 20℃인 경우 약 153%, 양생온도 40℃에서는 약 113%이었다. 이들 증가율은 재령 28일에서는 양생온도에 관계없이 약 108% 수준이었다. X선 회전 분석결과, 개질 플라이애시 페이스트에서 측정된 수산화칼슘 생성양은 플라이애시 페이스트에서 보다 적었다.