• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 1993년도 추계학술대회 논문집
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• pp.231-236
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• 1993

To disign and build a ultra-precision laboratory which has been required for high technology in many areas, the environmental parameters such as temperature, humidity,vibration and nosic are controlled precisely. To absorb the outside vibration, particular concrete blocks were designed and set under the laboratory. The inside room temperature were controlled in local area within .+-. 0.3 .deg. c. It was efficient to induce laminar flow in air conditioning system for the control of room temperature, humidity etc. The control conditions should be determined according to their specific purposes. Also, the control method will be different for their respective environmental conditions.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2007년도 춘계학술논문 발표대회
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• pp.59-62
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• 2007

Nowadays, polymer-cement mortars are widely used in construction field(floorings and pavements, water-proofings, adhesives, repair materials, deck coverings, anti-corrosive linings) Because of excellent performance such as high tensile and flexural strength, waterproofness, excellent adhesion, good durability, improved wear and chemical resistances. This article presents the results of experimental study that investigates the effect of ambient temperature on the strength properties of polymer-modified cement mortar. Results show that when increasing the polymer proportion in mortar on different ambient temperature, the compressive strength and flexural strength are decreased, and also alkali resistance is decreased.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2019년도 추계 학술논문 발표대회
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• pp.68-69
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• 2019

Integrating 3D printing into architecture is gaining attention because it allows construction of construction structures without formwork. Among them, 3D printing construction materials must have high flow performance and at the same time ensure the performance that does not collapse during lamination. Therefore, in this study, we tried to determine the fluidity and lamination properties of mortar formulations, and set the thickener incorporation ratio as the formulation parameters. As a result of this experiment, it was confirmed that the lamination performance was secured from the thickening agent mixing rate of 1.5%.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2020년도 봄 학술논문 발표대회
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• pp.100-101
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• 2020

This study is part of the research for improving the performance of mortar and concrete using blended slag aggregate to develope economical and high quality replacement aggregate. The characteristics of the fluidity and strength of mortar using the blended slag, which replaced the blended slag aggregate by 0, 25, 50, 75, 100% for the aggregate volume, were compared and analyzed.

• 한국건축시공학회지
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• 제9권4호
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• pp.55-61
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• 2009

현재 국내의 건설공사현장에서는 도심부에 대형 건설사를 중심으로 초고층 건축물의 시공이 진행 중에 있다. 그런데 이러한 초고층 건축물의 기초는 상부의 큰 하중을 지지하기 위해 매우 두꺼운 매트 콘크리트가 필수적이다. 그러나 이와 같은 매스 콘크리트는 현장여건상 다량의 콘크리트를 동시에 타설할 수 없기 때문에 일체성에 의문이 제기되는 것은 물론이고 수화발열시간의 서로 다름에 따른 내응력에 의한 균열발생 가능성이 증가한다. 따라서 본 연구에서는 상기의 문제점을 해소시키고자 국내 모처에 건설되고 있는 초고층 건축물을 대상으로 초지연제의 응결시간차를 활용한 수평분할타설 건축 매스 콘크리트의 수화열 조정공법을 실제 건축현장에 적용하고자 Mock-up test를 통하여 그 효율성을 확인하였다. 실험결과 초지연제 투입 전 후슬럼프 플로우는 목표 지연시간이 길어질수록 다소 증가하였고, 공기량은 큰 차이는 없는 것으로 나타났으며, 응결시간은 목표 지연시간이 길어질수록 지연되었다. 목표 지연시간이 길어질수록 초기재령에서는 압축강도가 작게 나타났으나, 재령이 경과할수록 강도증진 폭이 크게 되어 재령 28일에서는 보통 콘크리트보다 동등 혹은 그 이상을 나타내었다. 또한 2단 및 4단으로 초지연제에 의한 응결시간차공법을 활용한 경우 하부와 상부간 콘크리트의 일체화 및 온도차를 낮추고, 수화열 피크시점이 후기로 늦어짐에 따라 균열발생가능성을 저하시키는 효과를 확인할 수 있었는데, 특히 4단 타설에서 가장 양호한 효과가 나타남을 확인할 수 있었다.

• 한국건축시공학회지
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• 제16권6호
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• pp.505-512
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• 2016

철근콘크리트 건축물의 대형화 및 고층화에 대응하여 고성능 콘크리트가 개발되어 사용되고 있지만 레올로지 특성평가가 적절히 이뤄지지 않아 시공설계를 위한 수치해석에 소성점도 및 항복값의 책정이 적절하지 못한 실정이며 이로 인해 경화된 콘크리트 품질 안정화에 많은 문제점을 나타내고 있다. 본 연구에서는 고로슬래그 미분말 혼입 시멘트 페이스트를 대상으로 물분체비 및 치환율을 실험인자로 응결진행하의 시간경과에 따른 컨시스턴시 곡선을 측정하였다. 빙함모델로 가정한 회귀분석을 통해 소성점도 및 항복값을 산출한 결과 물분체비가 작을수록 초결 전후의 변화가 급격한 것을 알 수 있었다. 치환율을 40%까지 상승시키더라도 자유수변화와 고로슬래그 미분말의 불투수성 산화피막 형성에 의한 코팅효과가 상쇄되어 큰 변화로 관찰되지 않았다.

• 한국건축시공학회지
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• 제16권6호
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• pp.571-578
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• 2016

본 연구에서는 갯벌의 콘크리트용 혼화재 및 채움재로써의 활용 가능성에 대한 기초적 연구를 실시하였다. 먼저, 혼화재로서의 활용 가능성에 대해 화학 성분 분석을 실시한 결과 잠재수경성 및 포졸란 반응에 필요한 성분들이 함유되어있었지만 플라이애시 및 고로슬래그의 성분 분석 결과와 비교한 결과 성분 함유량이 소량으로 반응을 하기에는 부족한 양이었다. 또한, 물리적 실험 분석 결과 갯벌 치환율이 증가할수록 압축강도 및 인장강도가 감소하는 것으로 나타났다. 따라서 갯벌의 혼화재로서의 활용 가능성은 화학 성분분석에서 예상한 결과와 마찬가지로 낮은 것으로 나타났다. 채움재로서의 활용 가능성에 대한 시험을 실시한 결과 재령 28일 압축강도를 측정한 결과 갯벌의 채움재로서 활용가능성에 대한 분석을 통해 갯벌 치환율 10~30% 까지 벽돌의 압축강도 기준인 8MPa 이상의 강도를 발현하여 벽돌 등 2차 제품에 활용 가능할 것으로 판단되며, 향후 벽돌제작 등의 추가적인 실험이 필요할 것으로 판단된다. 플로우 시험결과에서는 갯벌 치환율이 증가할수록 플로우 값이 감소하는 것으로 나타났으며, 염화물 함유량 분석 결과를 통해 갯벌 자체의 염분 함유량이 많아 갯벌을 치환할 경우 철근 사용구조물에는 적용하기에는 부적합한 것으로 판단되며, 내장벽돌 등 철근을 사용하지 않는 제품에 활용이 가능할 것으로 판단된다.

• 한국물환경학회지
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• 제34권6호
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• pp.678-687
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• 2018

The purpose of this study was to understand the unique and complicated feature of urban stream receiving various inflows. The Yangjae stream, the second tier of the Han River, runs through the southern parts of Seoul, Korea and its middle part flows on the boundary of Seoul where land use is actively changing. Stream flow was greatly influenced by rainfall. Other than rainfall events, effluent discharge from wastewater treatment plant (WWTP) comprised 51 % of stream flux. As a result, majority ions water chemistry was changed at the receiving zone of the discharged effluent (Zone A). Its contribution increased to 69.9 % at the second sampling period with low stream flow. In the middle zone, inflows from the northern area, recently developed to a residential district showed low $NO_3-N$ and high $HCO_3$, Ca, $SO_4$, and $SiO_2$ indicating the effects of groundwater and concrete. One inflow (T-8), with extremely high Na and Cl, median $SiO_2$, was assessed to have anthropogenic influence, however its contribution to main stream was under 1 %. Road construction near Y-13 also affected water chemistry leading to the highest Na and Cl concentration. These hydro chemical changes can be critically used to evaluate the changes in water budget and fate of chemicals in a peri-urban watershed occasioned by human activities on the Yangjae.

• 한국초전도ㆍ저온공학회논문지
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• 제16권1호
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• pp.1-5
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• 2014

We calculated the resonance tunneling energy band in the BCS gap for Type-II superconductor in which periodic potential is generated by external magnetic flux. In this model, penetrating magnetic flux was assumed to be in a fixed lattice state which is not moving by an external force. We observed the existence of two subbands when we used the same parameters as for the $Nd_{1.85}Ce_{0.15}CuO_X$ thin film experiment. The voltages at which the regions of negative differential resistivity (NDR) started after the resonant tunneling ended were in a good agreement with the experimental data in the field region of 1 T - 2.2 T, but not in the high field regions. Discrepancy occurred in the high field region is considered to be caused by that the potential barrier could not be maintained because the current induced by resonant tunneling exceeds the superconducting critical current. In order to have better agreement in the low field region, more concrete designing of the potential rather than a simple square well used in the calculation might be needed. Based on this result, we can predict an occurrence of the electromagnetic radiation of as much difference of energy caused by the 2nd order resonant tunneling in which electrons transit from the 2nd band to the 1st band in the potential wells.

• Advances in concrete construction
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• 제8권1호
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• pp.65-76
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• 2019

This paper investigates the effect of recycled glass powder (RGP) on flowing properties of self-compacting mortars (SCMs) containing different ratios of fillers and superplasticizer dosages. Fly ash (FA), nano-silica (NS), micro-silica (MS), metakaolin (MK) and rice husk ash (RHA) are used as fillers and their synergistic effect with RFP is studied. The effects of fillers and high-range water reducer (HRWR) on flowing ability of mortars are primarily determined by slump flow and V-funnel flow time tests. The results showed that for composites with a higher RGP content, the mortar flowing ability increased but tended to decrease when the composites containing 10% MK or 5% RHA. However, the flowing ability of samples incorporating 5% RGP and 10% SF or 25% FA showed an opposite result that their slump flow spread decreased and then increased with increasing RGP content. For specimens with 3% NS, the influence of RGP content on flowing properties was not significant. Except RHA and MS, the fillers studied in this paper could reduce the dosage of HRWR required for achieving the same followability. Also, the mixture parameters were determined and indicated that the flowability of mixtures was also affected by the content of sand and specific surface area of cement materials. It is believed that excess fine particles provided ball-bearing effect, which could facilitate the movement of coarse particles and alleviate the interlocking action among particles. Also, it can be concluded that using fillers in conjunction with RGP as cementitious materials can reduce the material costs of SCM significantly.