• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2022년도 봄 학술논문 발표대회
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• pp.109-110
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• 2022

Recently, it tend to increase the high-rise and large-scale of buildings and the developtment of construction technology can to be applied reinforced concrete structures to high-rise buildings. However, when a high-rise buildings is constructed with reinforced concrete, it has a disadvantage that buildings weight increases. In order to resolve the weight of reinforced concrete structures, various types of lightweight aggregates become development and research. Although lightweight aggregates can be reduced the weight of concrete, the strength of ITZ(Interfacial Transition Zone) is lowered due to its less strength than natural aggregates. In this study, an experimental study was conducted to coat the surface of lightweight aggregates with GGBFS(ground granulated blast furnace slag) to improve the strength of cement matrix mixed with lightweight aggregates. Result of this experimental study shows that the compressive strnegth of the surface coating lightweight aggregates was higher than general lightweight aggregates. Also, it was considered that this is because the pore at the ITZ of the surface-coated lightweight aggregates mixed cement matrix are filled with GGBFS fine particle.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2009년도 춘계 학술논문 발표대회 학계
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• pp.123-126
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• 2009

This study is analyzed the effects of the number of use of aluminum form surface coating material on surface quality of concrete. The results can be summarized as follows. Surface roughness showed larger values with increase in the number of use. Values were larger in UP and AL compared to PE. While found to have bad influence on concrete surface quality, PA and W showed most excellent values for roughness. The number of surface pores increased with increasing number of use, and the number of pores on concrete surface was reduced by applying a remover. In terms of type of surface coating material, PA and W showed smallest number of pores in comparison to PE. In order to comprehensively improve surface quality of concrete, parallel use of PA coating material and remover is deemed most appropriate.

• Advances in concrete construction
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• 제10권1호
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• pp.13-20
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• 2020

Steel corrosion in embedded steel causes a significant durability problems and this usually propagates to structural degradation. Large-scaled concrete structures, PSC (Pre-stressed Concrete) or RC (Reinforced Concrete) structures, are usually constructed with mass concrete and require quite a long construction period. When they are located near to sea shore, chloride ion penetrates into concrete through direct or indirect exposure to marine environment, and this leads durability problems. Even if the structures are sheltered from chloride ingress outside after construction, the chloride contents which have been penetrated into concrete during the long construction period are differently evaluated from the initially mixed chloride content. In the study, chloride profiles in cores extracted from anchorage concrete block in two large-scaled suspension bridge (K and P structure) are evaluated considering the exposure periods and conditions. Total 21 cores in tendon room and chamber room were obtained, and the acid-soluble chlorides and compressive strength were evaluated for the structures containing construction period around 3 years. The test results like diffusion coefficient and surface chloride content from the construction joint and cracked area were also discussed with the considerations for maintenance.

• 농업과학연구
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• 제47권4호
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• pp.1057-1069
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• 2020

For most upland crops in Korea, underground water is used to ensure an adequate water supply. Thus, surface water storage tanks are needed to supply surface water from reservoirs or streams. This study discusses the design, manufacture and monitoring of a water storage tank capable of reliably supplying water to crops and preventing the inflow of floating debris. The study was conducted in an apple orchard in Yesan-gun, Chungcheongnam-do in Korea. Based on the water requirements of the crops and size of the orchard, a required flow volume of about 0.6 ㎥·h-1 was determined, along with a surface water storage tank capacity of 1.2 ㎥. Following a comparison with other materials, stainless steel (STS) was used to construct the water tank. The tank was designed to provide 14 hours of irrigation, enabling a small-capacity, cost-efficient tank design to be used. A surface water irrigation test was performed using the surface water storage tank. The average surface water irrigation flow rate was 0.00045 ㎥·m-2·h-1. The water quality test showed that the pH, suspended solids (SS), total nitrogen (TN), and total phosphorus (TP) values satisfied the reference values for agricultural water. The test results showed that the surface water storage tank evaluated in this study allows for crop irrigation when there is a lack of groundwater during droughts.

• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2005년도 Proceedings of ISRS 2005
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• pp.146-148
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• 2005

This study investigates to detect sea surface temperature (SST) and land cover change after tide embankment construction using Landsat Thematic Mapper (TM) thermal infrared (TIR) band data at Shihwa Lake and surrounding area. SST measurement is important for studies of both the structure of the ocean and as the thermal boundary between the ocean and the atmosphere. The TIR band of TM images can be used to detect SST change whose shoreline is complicated and narrow like the study site. The purpose of this study is to estimate SST and land cover change at Shihwa Lake and surrounding area.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2014년도 추계 학술논문 발표대회
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• pp.7-8
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• 2014

Latex-modified concrete using ready mix concrete (R-LMC) was developed for application of building construction project (specifically, the rooftop of a parking garage unable to use heavy equipments for bridge deck overlay) due to three major outstanding properties of R-LMC; bond strength, resistance of cracks at early age, and resistance of freezing and thawing. However, R-LMC at the placement stage is required to be sufficiently cured because R-LMC is very sensitive to rate of evaporation of surface moisture. This study focused on effects of different curing methods and climate condition on cracks on the surface of hardened R-LMC considering the chart of rate of evaporation of surface moisture from concrete provided by American Concrete Institute in manual for placement of latex modified concrete.

• 한국건축시공학회지
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• 제16권3호
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• pp.237-245
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• 2016

시공이음부 발생에 따른 초고성능 콘크리트의 일체성을 확보하기 위해서는 그 특성을 수반함과 동시에 전단부착성능에 대한 정량적인 계면처리방법이 필요할 것으로 판단된다. 이에, 본 연구는 초고성능 콘크리트 타설 시, 발생하는 시공이음부의 부착성능을 확보하기 위한 일환으로서 시공이음부 계면처리방법에 따른 전단부착성능 평가를 통하여 재료적인 측면에서의 합리적인 계면처리방법을 도출하고자 한다. 초고성능 콘크리트 배합은 180MPa의 배합강도를 사용하였으며, 계면처리방법으로는 MN, AC, GR-10-0, GR-20-0, GR-30-0, SH-30-5, SH-30-10으로써 총 7수준으로 설정하였다. 실험체는 $150{\times}150{\times}150mm$의 Size로 제작 후, 전단부착강도 평가를 위하여 Direct shear test를 실시하였다. 실험결과, 시공이음부 접합면에 대해 계면처리를 실시한 경우 부착성능이 향상되는 것을 확인하였으며, 접합부 단면적이 증가할수록 초고성능 콘크리트의 일체성 확보에 유리할 것으로 판단된다. 또한 콘크리트의 일체성을 확보하기 위해서는 접합면 단면적의 비율 및 요철의 깊이, 개수 등이 적절히 고려되어야 할 것으로 판단된다.

• 한국해양환경ㆍ에너지학회지
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• 제18권2호
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• pp.51-63
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• 2015

새만금 방조제 건설로 조성된 새만금호의 장기적인 수질의 변화를 조사하기 위해 2002년부터 2010년까지 총 40회에 걸쳐 현장조사를 수행하였다. 호 내 표층수의 염분은 방조제 끝물막이 직후 감소하여 장기간 감소된 상태를 유지하였다. 방조제 끝물막이 직후에 표층수의 SPM은 감소하였으나, 이후 호 내 수위 변동과 관련하여 증가하다 다시 감소하는 경향을 보였다. 표층수의 Chl-a는 방조제 끝물막이 직후부터 증가하여 장기간 동안 계속 증가된 상태를 유지하였다. 표층수의 DIN 항목들은 방조제 끝물막이 직후에는 변화가 없었으나, 이후 $NH_4-N$은 증가(90%)하였다. 표층수의 DIP는 방조제 끝물막이 직후에는 감소하였으나, 이후 증가(264%)하였다. $NH_4-N$과 DIP의 증가는 새만금호의 장기적인 유기물의 축적과 관련된 것으로 판단된다. 표층수의 $NO_3-N$은 방조제 끝물막이 이후 변화가 없는 반면, DISi는 방조제 끝물막이 직후부터 증가하여 계속 증가된 상태를 유지하고 있어 담수 기원 이외의 다른 유입원으로부터 공급되고 있는 것으로 판단된다. 한편, 새만금 방조제 끝물막이 이후 호 내의 수질은 공간적으로 강하구와 나머지 지역들로 뚜렷하게 구분되는 특징을 보이고 있으며, 성층은 방조제 쪽보다 강하구 쪽에서 더 강하게 관측되었다. 특히 하계에 강하구 쪽에서 강한 염분 성층과 함께 표층에서 약 1 m 이하로 저산소 상태가 관측되었다. 저산소층의 형성은 퇴적물로부터 영양염 및 중금속 등의 용출을 유발시킴으로서 수질악화를 가속화시킬 우려가 있음으로 이에 대한 대책이 시급하게 필요하다.

• 소성∙가공
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• 제12권2호
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• pp.151-160
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• 2003

In the present study, an advanced surface construction method based on NURBS surface scheme is proposed to construct the extrusion die surface. The inlet and outlet profiles we precisely described with NURBS curves using the cubic appropriate control points and weights. The interior control Points of surface are generated using the cubic interpolation of the weights at the inlet and outlet sections. In order to verify of the proposed method, automatic surface generation is carried out for the various types of extrusion die surface.

• 한국건축시공학회지
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• 제3권1호
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• pp.131-138
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• 2003

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. The purpose of study is development of new design form and made elaborateness shape. Architecture finish material not used expenses working hours, personnel expenses, architecture finish material cost. After this, building wall apply a variety shape in concrete surface and Easy to used in field.