• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2002년도 학술.기술논문발표회
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• pp.99-102
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• 2002

This paper discusses the estimation of construction cost of high fluidity concrete using segregation reducing type superplasicizer with 350kgf/cm2 of design strength and 60$\pm$5cm of slump flow in order to verify the cost down effect of high fluidity concrete compared with that of plain concrete with 350kgf/cm2 of design strength and 18cm of slump and with 210kgf/cm2 of design strength and 15cm of slump. According to research, under same strength levels, although material cost of high fluidity concrete is somewhat higher than that of plain concrete due to segregation reducing type superplasticizer, labor cost and equipment cost of high fluidity concrete is cheaper than that of plain concrete. However, based on the strength differences, high fluidity concrete shows lower material cost, labor cost and equipment cost than that of plain concrete due to decreasing in size of member and re-bar caused by high strength development of concrete.

• 한국건축시공학회지
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• 제4권2호
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• pp.129-136
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• 2004

High fluidity concrete(HFC) requires high dosage of superplasticizer to acquire sufficient fluidity, and high contents of fine powder and viscosity enhancing admixtures to resist segregation. The use of high amount of admixtures to make HFC at batcher plant in ready mixed concrete company is one of the reasons to raise the manufacturing cost of HFC. For this reason, new type of manufacturing method of HFC are described using both flowing concrete method and segregation reducing superplasticizer(SRS) in order to gain economical profit and offer the convenience for quality control.. As dosage of melamine based superplasticizer increases, it shows that fluidity and bleeding increase, while air contents and ratio of segregation resistance decrease. It also shows that addition of viscosity agent into superplasticizer reduce bleeding and improve segregation resistance of concrete. Dosage of AE agent into superplasticizer containing viscosity agent recovers loss of air contents during flowing procedure. Combination of proper contents of superplasticizer, viscosity agent and AE agent make possible to develope segregation reducing type superplasticizer. Compressive strength of high fluidity concrete applying flowing method with it is higher than that of base concrete. No differences of compressive strength between compacting methods are found. For the estimation of construction cost of high fluidity concreting using segregation reducing type superplasicizer, under same strength levels, although material cost of high fluidity concrete is somewhat higher than that of plain concrete due to segregation reducing type superplasticizer cost, labor cost and equipment cost of high fluidity concrete is cheaper than that of plain concrete. However, based on the strength differences, high fluidity concrete shows lower material cost, labor cost and equipment cost than that of plain concrete due to decreasing in size of member and re-bar caused by high strength development of concrete.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.293-296
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• 2001

This paper presents the results of field application test on the manufacturing of high fluidity concrete by applying flowing methods with segregation reducing type superplasticizer. Base concrete is made with 20% of fly ash, which is flowed during the transportation. According to test results, fluidity, placeability and segregation reducing performance meet the range of high fluidity concrete after flowing, while air loss occurs due to fly ash. There are no noticeable differences in compressive strengths between non-compacting and compacting methods. According to non-destructive tests with rebound and core strength test, we cannot detect any differences in strength according to the height in the structures.

• Korean Chemical Engineering Research
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• 제57권1호
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• pp.105-110
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• 2019

CNT 유동층 반응기(내경 0.15 m, 높이 2.6 m) 프리보드 내 미세 CNT 입자(평균입도 $46{\mu}m$, 벌크밀도 $93.2kg/m^3$)의 높이 별 거동을 확인하기 위해 레이저 슬릿광 형상 측정법을 이용하여, CNT 응집체의 크기 및 형태를 측정하였다. 기체 유속 증가에 대해, 비산되는 CNT 응집체의 Feret 직경과 Heywood 직경이 증가하였다. 프리보드 내 높이가 증가할수록 평균 직경은 작아졌고, 응집체 내 CNT 입자수가 감소하였다. 기체 유속 증가에 대해, 응집체의 종횡비는 농후상에 가까울수록 증가하였으나, 높은 높이에서는 감소하였다. 그러나, 견고도는 큰 변화를 보이지 않았다. 응집체의 형상 분석 정보에 기반하여, 높이 별 CNT 입자의 응집과정이 서로 다름을 확인하였다. 유동층 프리보드 내 CNT 응집체의 Heywood 직경을 예측할 수 있는 상관관계식을 제안하였다.

• 한국응용과학기술학회지
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• 제38권4호
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• pp.1010-1019
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• 2021

유전에 매장된 석유는 1차, 2차, 그리고 3차에 걸쳐 회수된다. 3차 회수로 분류된 공법 중 미생물을 이용한 원유 회수증진법은 크게 in-situ와 ex-situ 공법으로 나눌 수 있다. In-situ 공법은 미생물을 저류층에 직접 투입하여 미생물의 대사활동을 통한 원유의 회수를 유도하는 공법이다. 대사물질 중 바이오 계면활성제는 저류층 잔존 유분의 유동화에 큰 역할을 한다. 한편, ex-situ 공법은 외부에서 미생물의 대사물질을 추출하여 저류층에 투입하여 원유를 회수하는 방법이다. 두 가지 공법 모두 친환경적이지만, 보다 경제적인 in-situ 공법이 선호된다. 미생물을 이용한 원유 회수증진법은 오랜기간 검토되었음에도, 현재까지도 파일럿 규모에서 여전히 평가가 진행 중이다. 본 논문에서는, in-situ 공법에 적용가능한 미생물 중 박테리아의 종 특성과 대사물질에 대해서 살펴보았다.