• Journal of the KSME
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• v.16 no.2
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• pp.15-25
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• 1976

제3차 경제개발 5개년 계획이 제4차 연도인 1975년의 우리나라 기계공업은 국제경기의 불투명 속에서도 시설의 확충과 혀내화를 적극 추진하여 양산 체제를 확립하였으며 국제경쟁력을 강화 하여 기계공업의 수출산업화의 전환점을 마련하고 기계공업의 자립도를 증대시켜서 우리나라 기계공업의 여명기를 마지한 해라고 평가된다. 특히 자동차공업은 조립생산체에서 제조생산체 제로 탈바꿈 하므로서 명실공히 세계에서 16번째로 자동차제조국으로 인정 받게 된 것은 우리 나라 기계공업계에 밝은 전망을 던져준 것으로 특기할만한 성과라 볼 수 있다. 그리고 우리나라 기계공업이 단기일에 가속도로 생장한 것은 방위산업의 견지에서 총력보안의 차원에서 기계공 업을 혁명적으로 모든 지원을 집중하여 육성하였기 때문이라고 풀이된다. 그러나 우리나라 기 계공업의 역사가 짧고 내적 외적인 취약점의 악순환이 아직도 되풀이 되고 저변구조가 좁고 약 하기 때문에 해결되지 않으면 안될 난문제가 산적하고 있다. 여기에서 다시한번 75년도 우리나라 기계공업의 발자취를 뒤돌아 보면서 문제점을 찾아내고 그 대책을 모색해 보기로 한다.

• Proceedings of the Korean Vacuum Society Conference
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• 2012.02a
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• pp.255-255
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• 2012

DLC (Diamond Like Carbon) 박막은 높은 경도, 낮은 마찰계수, 내화학성 등의 우수한 트라이볼로지적 특성을 가지고 있기 때문에 다양한 산업분야에서 적용되고 있다. 하지만 강재에 대한 밀착력과 내열성은 단점으로 부각되어왔다. 이에 본 연구는 그런 단점을 보완하고자 PECVD(Plasmas Enhanced Chemical Vapor Deposition) 방법으로 DLC박막에 여러 가지 첨가원소(F,N,O)를 사용하여 증착시킨 후 그에 따른 기계적 특성을 평가하였다. DLC박막의 구조는 Raman Spectra을 통해, Sp3 (like diamond) peak와 Sp2 (like graphite) peak의 혼재 여부를 분석하였고, FE-SEM을 이용하여 막의 표면 및 단면을 관찰하였다. 스크래치 테스트를 통해 DLC박막의 밀착력을 측정하였으며, 볼 온 디스크 타입의 Tribo-meter을 이용하여 마찰계수 변화를 관찰하였다. 또한 나노인덴터를 이용하여 미소경도를 측정하였다. 그 결과 첨가원소에 따라 기계적 특성이 각각 다르게 나타났으며, DLC막이 가지고 있는 장점인 여러 분야에 적용시킬 수 있는 방안을 마련하고자 하였다.

• Proceedings of the Korea Concrete Institute Conference
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• 2006.11a
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• pp.885-888
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• 2006

Nowaday, High strength concrete(HSC) has been mainly used in high rise building. HSC have superior property as well as improvement in durability compared with ordinary strength concrete. In spite of durability of HSC, explosive spalling in concrete front surface near the source of fire occurs serious problem in structural safety. Thus, this study is concerned with experimentally investigation fire resistance of the inorganic fire protection materials at high temperatures up to $800^{\circ}C$. From the test result, developed inorganic binder becomes general that with rising temperature the compressive strength of the material increases in tendency. Therefore, the results indicate that it is possible to fireproof panels, fire protection of materials, etc.

• Journal of the Architectural Institute of Korea Structure & Construction
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• v.35 no.3
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• pp.35-41
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• 2019

In this study, the fire resistance performance of polymer cement mortars which are used as a representative repair material for section restoration, is evaluated and residual bond strength is measured by considering unity with concrete. According to the evaluation of fire resistance performance of re-emulsification type polymer cement mortars, residual compressive strength was drastically decreased according to heating temperatures with an increase of polymer addition rate, and this seems to be attributable to the application of polymer film. In addition, an explosion phenomenon occurred frequently with an increase of addition rate, so this should be considered when selecting repair materials and processing.

• 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.

• Membrane Journal
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• v.27 no.4
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• pp.350-357
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• 2017

In this study, we used TIPS (thermally induced phase separation) for the application of water treatment membrane, and observed the change in morphology of separation membrane due to the change of solidification temperature and heat capacity. For manufactured membrane, PVDF and silica with excellent mechanical properties and chemical resistance were used, and DOP (dioctyl phthalate), DBP (dibutyl phthalate) were used as the diluent. Using the SEM (scanning electron microscope), the morphology of each different coagulation solutions of heat capacity change was observed. As the heat capacity increased, the crystallization rate of PVDF was decreased and showed large pore. In contrast, It also confirmed that the smaller heat capacity, the faster the crystallization rate and make smaller pores.

• 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.10 no.1
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• pp.51-58
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• 2010

ETFE is the abbreviation of Ethylen Tetra Fluoro Etylene, a sort of colorless and transparent granules. The advantage ETFE film has daylight transmission and chemical the resistance and The thickness of ETFE film is used to from $50{\mu}m$ to $300{\mu}m$ and tensile strength of ETFE film changes from 40MPa to 60MPa and the tensile strain at break can get to about 300-400%. In this paper, ETFE film carried out the tensile proprieties, such as the tensile strain at break, the tensile strength are examined.

• 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.20 no.1
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• pp.165-173
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• 2008

In order to promote the practicality of high-rise steel buildings, the development of structural system which have the better fire resistance, the changeable plan, and the quality control of construction with general composite beams is needed. In this research, new semi-slim floor which the defect of general slim floor was complemented was evaluated to investigate the concrete integration with slim-flor beam and the flexural performance. 5 simply supported semi-slim floor beam tests were performed with parameters; structural form of slab support beam, slab thickness, with or without web opening, and shear connection. Experimental results showed that all specimen s had good ductile behavior.