• Proceedings of the Korean Society for Agricultural Machinery Conference
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• 2017.04a
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• pp.34-34
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• 2017

목질계바이오매스 중 목재펠릿은 '탄소중립(Carbon Neutral)' 연료로써 온실가스 감축 의무에 대응 가능한 에너지원이다. 하지만 목질계바이오매스 연소 시 발생되는 타르는 보일러 내부에 누적되어 효율을 감소시킨다. 타르 및 연소 불꽃에 의한 효율 감소를 최소화하기 위해 반대측면에 내화재(Castable)를 적용하여 실험하였으며 시뮬레이션을 이용하여 구조변경 분석이 실시되었다. 적용된 내화재는 비중이 낮고 단열성이 우수하여 열손실을 막아 연료비 절감의 효과를 가져 오며, 연소실 내부 청소 면적 감소로 인한 경제적 효과도 기대 할 수 있다. 분석결과를 이용하여 최적화된 펠릿보일러가 제작되었으며, 실험을 통하여 200시간 가동 후 열효율 감소량이 나타났다. 단위시간별 동일한 외부환경(산화제량, 부하, 주변 온도, 펠릿소비량)에서 실험이 진행 되었으며, 타르생성이전(Non-tar), 이후(Tar-existence) 보일러의 열효율 성능 비교실험이 실시되었다. 실험결과 타르생성이전 조건에서 구조변경 전 후 보일러의 열효율은 각각 91.87%, 90.73%로 확인되었으며, 타르생성이후 조건에서 각각 82.68%, 83.27%의 열효율을 확인하였다. 타르생성이전 대비 이후 조건에서 열효율 감소량은 각각 9.19%p, 7.46%p로 구조변경 전 대비 변경 후 보일러의 열효율이 약 1.73%p 더 적게 감소됨을 확인되었으며, 시뮬레이션 결과 타르생성이전 조건에서 구조변경 전 후 보일러의 효율은 각각 91.83%, 92.05%로 확인되었으며 타르 생성이후 조건에서 각각 85.25%, 87.43%의 열효율을 확인하였다. 타르생성이전 대비 이후 조건에서 열효율 감소량은 각각 6.58%, 4.62%로 구조변경 전 대비 변경 후 보일러의 열효율이 약 1.96%p 더 적게 감소됨을 확인하였다.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2021.11a
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• pp.23-24
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• 2021

Since 2011, apartment houses account for about 41% of the fires in residential facilities for the past 10 years. Fire-resistant performance of fire doors is becoming more important to prevent the spread of fire in apartment houses. This research analyzed the structure of fire door through each 10 DB based on the quality inspection report of Continuous Acquisition & Life-cycle Support(CALS) from 2016 to 2020, which passed the fire performance test based on the laws and notices of domestic fire door. Therefore, based on the results of the analysis of DB in the future, we will conduct a study on structural improvement and addition for fireproof performance improvement of fire door.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.20 no.1
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• pp.391-400
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• 2019

In the case of fire, a structure loses its original stiffness due to the temperature rise, and the load bearing capacity decreases. The loss of structural strength increases with increasing fire time of the structure. To prevent the collapse of buildings, it is very important to understand whether or not the members are damaged. On the other hand, there is insufficient data to be a guideline for diagnosing and evaluating the residual strength of the members in Korea. Therefore, this study examined the resistance performance by Finite-Element-Analysis of composite beams, which are composite structures among structural members. Composite beam modeling was carried out based on the model used in the Electrical Penetration Room (EPR) in cooperation with KEPCO. The heat transfer analysis and structural analysis of the critical phase were performed using ANSYS, a finite element analysis program. ANSYS was used to perform heat transfer analysis and structural analysis at the static analysis. To analyze the residual performance, the temperature distribution of the composite beam and the maximum displacement result of the heat-affected structure analysis were derived and the experimental data and the structural analysis result data were compared and analyzed.

• The Journal of the Korea institute of electronic communication sciences
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• v.5 no.4
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• pp.435-442
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• 2010

The efficiency of the car's wiper blade has a great contribution to the guarantee of security. To guarantee the wiper blade's ability of getting rid of dust sticking on the glass surface, the qualities of lubricant, durability, heat resistant, low temperature, ozone resistant, chemical resistant must be good as well as it being noiseless. Like this, in order to improve the wiper's skills, it is essential to have a system that is able to assess and analyse the properties of the wiper. In this paper, to create a system that measures the car's wiper pressure, an analog/digital converter (ADC) that receives signals generated from the pressure sensor and transmits it to a personal computer is proposed. The designed ADC is one of the pipeline ADCs that can obtain fast movement rate and also a structure that can optimize the entire system's area as well as the consumption of strength.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2010.10a
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• pp.25-28
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• 2010

최근 건축물의 초고층화에 따른 커튼월 시공에 따라 유리의 비중이 증가하고 있으나 커튼월 구조는 바람, 지진, 화재에 있어서 취약할 것이라 판단되어 국내외 건축용 유리 및 커튼월의 안전기준에 대한 조사를 실시하였다. 그 결과, 국내의 유리 기준은 단열 및 내풍압 성능에만 집중되어있으며 화재 및 지진, 안전 성능에 대한 기준이 미비한 실정이다. 따라서 국내에 적합한 유리 안전성 평가 프로세스를 구축하기 위한 기초 데이터를 마련하기 위해 유리 내화 실험을 시행하였다. 실험 결과, 일반유리, 복층유리, 강화유리, 접합유리 순의 파열 시간을 가지는 것을 알 수 있었으나 시험체 4개가 화재 초기에 파열되는 것으로 나타나 상층부로의 수직 화재 확대 위험성이 높을 것으로 판단된다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.16 no.6
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• pp.9-17
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• 2012

Concrete sewage culvert shows degradation with time since it is always exposed to various harmful ions, and deterioration of concrete culvert propagates to structural safety problems. After reclamation, maintenance for concrete sewage culvert is very difficult so that high durable and structural performance are essential for the sewage concrete culvert. Recently polymer concrete has been used to improve mechanical properties and durability performance. In this paper, engineering properties are evaluated for sewage culvert made with polymer concrete, and leakage and adhesive strength between joints are evaluated with small-scale models. The polymer sewage culvert shows high compressive strength over 100MPa with low water permeability and chloride penetration. Furthermore, high resistances to chemical and biological attack are evaluated. Through tests for leakage and adhesive, unification of joints is verified with evaluation of no leakage and high adhesive strength. Precast polymer sewage culvert in this paper can be actively used for severe conditions like sewage lines.

• Journal of the Korea institute for structural maintenance and inspection
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• v.22 no.4
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• pp.68-75
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• 2018

The introduction of advanced water treatment facilities has increased as the conventional purification method cannot remove the substance clearly. However, the internal waterproofing and Anticorrosion materials of the advanced water treatment facility using ozone deteriorate due to the oxidation power of ozone and affects the concrete, which causes a decrease in durability. This study is to evaluate the ozone resistance according to the type of spray metal and the surface treatment method of the coating, and the bond strength after ozone treatment in order to develope a finishing method to prevent deterioration of concrete structure of water treatment facility using metal spraying method as a way to construct metal panel with excellent ozone resistance and chemical resistance by an easier way than the previous. The Experimental results show that spray metal Ti has superior ozone resistance even after spraying. It is considered to be the most suitable method for ozone resistance and bond performance by finishing using Teflon sealing as surface treatment method.

• Journal of the Korea institute for structural maintenance and inspection
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• v.11 no.6
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• pp.77-86
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• 2007

The repair technique utilizing surface impregnant is widely used due to its simple construction procedures and economical benefit. Surface protection through this reparing technique cannot increase the bearing capacity of concrete members much but increase the durability performance and service life efficiently. In this study, fundamental tests such as water suction and permeation are performed for concrete specimens with several organic/inorgarnic impregnant and suitable impregnant is selected on the basis of the results. Finally, durability tests such as carbonation, freezing and thawing, and chloride attack are carried out for the concrete specimens with selected impregnant and it is experimentally verified that they have good resistance to deteriorations.

• Journal of Korean Association for Spatial Structures
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• v.17 no.1
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• pp.69-75
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• 2017

In fire design for floors, the three criteria of stability, integrity and insulation are required for the specified fire resistance duration. Among these, stability is not easy to confirm. For solid prestressed concrete slabs of uniform thickness, Eurocode 2 provides tabulated data and specifies an axis distance to the centroid of strands to achieve particular fire resistance ratings, but it is not clear if this data can be used for a wide range of different prestressed slab profiles. In order to verify the current code-fire ratings for precast prestressed slabs, both simple and advanced calculation methods are investigated. This paper examines the use of calculation methods, accounting for the real behaviour of unprotected simply supported prestressed concrete slabs exposed to the standard ISO 834 fire. The calculated fire resistance of each prestressed concrete slab is compared with tabulated data in Eurocode part 1.2, with detailed discussion.

• Journal of Korean Society of Steel Construction
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• v.18 no.2
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• pp.251-259
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• 2006

In some cases, wooden structures are used for medium-rise buildings. It is therefore necessary to develop and test a new structural system for medium-rise buildings using wooden structures. This study deals with high-performance, laminated, timber-based composite members, which consist of structural laminated timber and H-beam. Simple beam tests were performed to determine the strength, stress distributions, and failure patterns of laminated timber. The main parameters are the insertinglength (1, 1.5, and 2 times the H-beam height) and the epoxy between the top/bottom flange of the H-beam and the top/bottom flange of the laminated timber. The results of the test show that the specimen with an inserting length that is 2 times the H-beam height was characterized by fairly god strength and stiffness.