• Journal of the Microelectronics and Packaging Society
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• v.31 no.1
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• pp.7-15
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• 2024

In the trend of the multi-functionalization, miniaturization, and increased power output trends of flexible and stretchable electronic devices, the development of materials or structures with superior heat transfer characteristics has become a pressing issue. Traditional thermal interface materials (TIM) fail to meet the heat dissipation requirements of flexible and stretchable electronic devices, which must endure rapid bending, twisting, and stretching. To address this challenge, there is a demand for the development of TIM that simultaneously possesses high thermal conductivity and stretchability. This paper examines the research trends of liquid metal, carbon, and ceramic-based stretchable thermal interface materials and explores effective strategies for enhancing their thermal and mechanical properties.

• Journal of the Korea institute for structural maintenance and inspection
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• v.25 no.6
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• pp.245-253
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• 2021

RC slab bridges account for the largest portion of deteriorated bridges in Korea. However, most RC slabs are not included in the first and second classes of bridges, which are subject to bridge safety management and maintenance. The highest damaged components in highway bridges are the subsidiary facilities including expansion joints and bearings. In particular, leakage through expansion joints causes deterioration and cracks of concrete and exposure of reinforced bars. Therefore, this study analyzed the effect of adhesion damage at expansion joints on the response of the deck in RC slab bridges. When the spacing between the expansion joints at both ends was closely adhered, cracks occurred in the concrete at both ends of the deck due to the resistance rigidity at the expansion joints. Based on the response results, the correlation analysis between displacements in the longitudinal direction of the expansion joint and concrete stress at both ends of the deck for each damage scenario was performed to investigate the effect of the occurrence of damage on the bridge behavior. When expansion joint devices at both sides were damaged, the correlation between displacement and stress showed a low correlation of 0.18 when the vehicles proceeded along all the lanes. Compared with those in the intact state, the deflections of the deck in the damaged case at both sides showed a low correlation of 0.34 to 0.53 while the vehicle passed and 0.17 to 0.43 after the vehicle passed. This means that the occurrence of cracks in the ends of concrete changed the behavior of the deck. Therefore, data-deriven damage detection could be developed to manage the damage to expansion joints that cause damage and deterioration of the deck.

• Journal of the Korean Recycled Construction Resources Institute
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• v.5 no.4
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• pp.427-434
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• 2017

The generation of construction waste can be divided into a decommissioning phase and a new construction phase, and most of the waste is generated at the decommissioning stage. However, recently, domestic new construction construction has expanded to 150 trillion yards per year, so construction work is increasing rapidly. Especially, as the size of the construction work with much waste of construction waste exceeds 100 trillion, the management of the amount of construction waste in the new construction site is required. Unlike the dismantling work site, the new construction site can separate waste generated by each property, and relatively low foreign matter content is generated. The purpose of this study was to investigate the amount of construction waste generated by new construction sites and to calculate the unit amount of construction waste based on this. In addition, since the existing unit cost is centered on concrete and mixed waste, we set the basic unit by setting synthetic resin, waste wood, and waste board as additional items. The basic unit survey was carried out to investigate the wastes according to the characteristics of each construction period. As a result of the survey, the new construction site showed that most wastes were discharged in the first 30% and after 70% of the process, and the ratio of mixed construction waste was as high as 45%. As a result of this study, it was found that about twice as much waste was produced as compared with the conventional standard product.

• International Journal of Highway Engineering
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• v.12 no.3
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• pp.27-35
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• 2010

Asphalt Plug Joint(APJ) is an buried expansion joint that enabling the smooth connection of expansion gap and road pavement by filling the gap with bituminous mixture of 20% bitumen and 80% aggregate by weight, so it secures evenness and expansion or contraction using the material's properties. Although APJ is designed to have a 6-7 year lifecycle, there are some cases where it is damaged within the first six months. This early damage cause traffic congestion due to frequent repair works, and social cost exceeding the installation cost of the joint. So, in this research, we have developed a new system of Buried Folding Lattice Joint(BFLJ) which can overcome the disadvantages of APJ, and have analyzed and compared it's performance with the conventional APJ through experiment with specimens. As a result of the experiment, APJ had crack formation on both ends of the gap plate, spreading to the surface of the expansion joint. With this result, we can conclude that the reason for early damage is the tension failure due to the concentration of strain in the asphalt mixture along the end of gap plate and the debonding along the joint section. In contrast, the newly developed BFLJ induced even transformation in the joint by applying moving stud and high performance material, and resolved APJ's disadvantage of strain concentration. Therefore, it could be seen that the newly developed BFLJ could overcome the disadvantages of APJ and prevent early damage.

• 건강소식
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• v.35 no.8
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• pp.42-43
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• 2011

전라북도도민의 건강지킴이로 제몫을 톡톡히 해온 전북지부가 청사 신축과 함께 새로운 도약의 발판을 마련했다. 지상 6층, 지하 1층의 4,414$m^2$ 규모로 전북 최대 건진기관으로 거듭난 전북지부. 이제 비상할 일만 남았다.

• 프린팅코리아
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• v.13 no.1
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• pp.94-95
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• 2014

(주)기선(대표이사 김춘학)은 구랍 16일부터 17일까지 1박 2일간 경기도 파주시 동패동의 신축사옥에서 오픈하우스를 개최했다. 장항동 시대를 마감하고, 파주시 시대를 연 (주)기선은 오픈하우스를 통해 해외에서의 영업력 강화는 물론이고, 내수 시장에서의 영향력 확대를 다짐했다.

• Magazine of the Korea Concrete Institute
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• v.22 no.3
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• pp.88-94
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• 2010

• Journal of the Korea Construction Safety Engineering Association
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• s.34
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• pp.26-29
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• 2005

내년 6월 준공 예정으로 전체공정의 70%를 상회하며 오늘도 현장소장 김서우 이사를 비롯한 전임직원 및 근로자가 '우리'라는 공동체의식으로 경기도 하남시의 새로운 아파트 문화를 건설하기위해 땀 흐리고 있는 하남 한솔리치빌Ⅱ 신축현장을 소개한다.

• The Magazine for Energy Service Companies
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• s.22
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• pp.62-67
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• 2003

현재 건축중인 대부분의 신축 건물들은 에너지 효율이 떨어지는 예전의 설계 원칙에 따라 지어지고 있으며, 이는 일반적으로 사용자가 난방을 직접 조절할 수 없는 1950년대부터 사용되어 온 중앙 난방시스템식 설계를 기초로 하고 있다. 중국 정부는 신축 건물의 에너지 효율을 1980년대 초에 지어진 건물에 비해 $50\%$정도 높게 향상시키고자, 난방지역에 있는 건물에 대한 새로운 에너지 효율 기준을 발표했다. 하지만 이 기준은 거의 효력을 발휘하지 못하고 있다.

• The Magazine for Energy Service Companies
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• s.33
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• pp.38-39
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• 2005

건실한 전문건설업체 ㈜금강종합건설이 최근 ESCO등록을 마치고 본격적인 에너지절약사업에 들어갔다. 국내에너지소비량의 $25\%$를 차지하는 건물부문의 에너지절약을 위해 신축건물의 설계단계에서부터 원천적인 에너지절약을 유도하겠다는 금강종합건설은 건설업계의 축적된 기술과 노하우를 ESCO사업에 적극 적용하겠다는 방침이다. ESCO사업부의 이운조 이사를 만나 앞으로의 사업방향에 대해 들어봤다.