• Title/Summary/Keyword: 연구소 건축

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Preliminary Analysis on Artificial Intelligence-based Methodology for Selecting Repair and Rehabilitation Methods of Bridges (인공지능 기반의 교량 보수공법 선정 기술 개발을 위한 선행 분석)

  • Kim, Jonghyeob;Jung, In-Su;Yun, Won-Gun;Kim, Jung-Yeol;Park, In-Seok
    • Journal of the Korean Society of Industry Convergence
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    • v.24 no.6_2
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    • pp.861-872
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    • 2021
  • An efficient cost management is important for the domestic social overhead capital(SOC) based on a long lifecycle after 30 years since completion. Maintenance in South Korea have had the restrictions of consistency and suitability of decision-making by the establishment of a budget plan based on the company estimate and repair and reinforcement methods determined by the inspection and diagnosis engineers' subjective determination for each facility. To resolve this issue, the Korea Institute of Civil Engineering and Building Technology is currently in development of a methodology to propose an optimum maintenance method according to the damage of components by artificial intelligence. This study has deduced the primary factors by analyzing information generated during bridge maintenance and management as a prior step for the development of technologies, and conducted a preliminary analysis to select the optimum artificial intelligence technology.

A Study on the Hwaho farm of Kumamoto during the Japanese colonial period (일제강점기 구마모토(熊本)농장 화호지장에 관한 연구)

  • Kim, Dong-Yeol;Lee, Kyoung-Hoon;Shin, Ki-Ra
    • Journal of the Korean Institute of Rural Architecture
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    • v.22 no.4
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    • pp.9-16
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    • 2020
  • This study focused on the Hwaho farm among Japanese farms that were at the center of rural exploitation during the Japanese colonial period. The contents of the study examined who Kumamoto, the owner of the farm, was, how he entered Chosun and Hwaho-ri, and how much land he owned. And what kind of buildings were in the Hwaho farm during the Japanese colonial period, how they were arranged, and how the space was organized according to the arrangement of buildings. Hwaho farm, the subject of the study, was the farm that managed the most land among Kumamoto's farms. Currently, farmer's housing, Japanese employee housing, warehouses, and medical examination centers remain. In addition to Kumamoto, other Japanese and related buildings remain throughout the town. However, in recent years, a number of houses of enemy property such as Daue House, Sowha Ryokan, and shops are being destroyed without any records or investigations, so this study aims to record academic records of houses of enemy property remaining in Hwaho-ri Village.

Seismic Performance Evaluation of Vibration Attenuation Wireway-Pulley System Using the FE Analysis (유한요소해석을 통한 진동 감쇠형 와이어웨이시스템의 내진성능 검증)

  • Tran, V. Han;Jin, Su Min;Kim, Sung Chan;Cha, Ji Hyun;Shin, Jiuk;Lee, Kihak
    • Journal of Korean Association for Spatial Structures
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    • v.20 no.4
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    • pp.185-192
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    • 2020
  • A new lighting support structure composing of two-way wires and pulley, a pulley-type wireway system, was developed to improve the seismic performance of a ceiling type lighting equipment. This study verifies the seismic performance of the pulley-type wireway system using a numerical approach. A theoretical model fitted to the physical features of the newly-developed system was proposed, and it was utilized to compute a frictional coefficient between the wire and pulley sections under tension forces. The frictional coefficient was implemented to a finite element model representing the pulley-type wireway system. Using the numerical model, the seismic responses of the pulley-type wireway system were compared to those of the existing lighting support structure, a one-way wire system. The addition of the pulley component resulted in the increasement of energy absorption capacity as well as friction effect and showed in significant reduction in maximum displacement and oscillation after the peak responses. Thus, the newly-developed wireway system can minimize earthquake-induced vibration and damage on electric equipment.

An Experimental Study on the Characteristics of Microporous Structure Formation by Curing Condition of Cement and Blast Furnace Slag Composite (시멘트 및 고로슬래그 경화체의 양생환경에 따른 미세 공극구조 형성 특성에 관한 실험적 연구)

  • Park, Cheol;Jung, Yeon-Sik;Seo, Chee-Ho
    • Journal of the Architectural Institute of Korea Structure & Construction
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    • v.33 no.12
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    • pp.63-70
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    • 2017
  • When industrial by-products like slag and fly ash are using in concrete with cement, it improves strength and durability against external deterioration factors by densifying the structure through potential hydraulic and pozzolanic reaction. But it has been pointed out that high dependence on the quality variation and the curing condition using a admixure material for concrete. In this study, the characteristics of internal micropore structure according to curing condition were analyzed for pastes and mortar specimens under using blast furnace slag powder. As a result, the variation of compressive strength and the internal microstructure were observed according to curing conditions by binder type. Particularly, using blast furnace slag powder, decrease in compressive strength were clearly observed in indoor and carbonation curing compared with water curing. The pore structure analysis also clearly observed the decrease of the gel pore existing in the CSH hydrate layer and the increase of the capillary pore in indoor and carbonation curing compared with water curing condition.

Evaluation of the Adhesion Stability According to the Backfilling Area of the Tile back of the Bathroom of an Apartment House (공동주택 욕실의 타일배면 뒤채움 피착면적에 따른 부착안정성 평가)

  • Kim, Bum Soo;Song, Je Young;Oh, Sang Keun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2021.05a
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    • pp.14-15
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    • 2021
  • Recently, the size of tiles used for bathroom walls in apartment houses is gradually increasing in size. The problem is that when these large-sized tiles are attached by the sticking method, due to the nature of the method, there is a concern about the stability of the attachment to the part (pupil) where the tile and the adhesive are not attached. The problem is serious as it leads to lawsuits in the outbreak court. In addition, it is urgent to verify the adhesion stability of the sticking method because secondary damage occurs due to a safety accident caused by the falling of the tile. Ministry of Land, Infrastructure and Transport [Investigation of defects in apartment houses, calculation of repair cost and defect determination criteria] ① The tile adhesion strength is 0.39N/mm2 or more and ② It is specified to fill 80% or more of the base area of the tile backside, but this is currently trendy. It is considered that large-sized tiles need to be verified from multiple angles, and as part of that, we intend to verify the adhesion stability according to the area to be attached to large-sized tiles.

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Evaluation for Argon gas-filled Insulating glass units (아르곤가스 주입 단열 복층유리 내구성 평가)

  • Kim, Kyung-Nam;Jung, Jin-Young;Bae, Ki-Sun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2013.11a
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    • pp.128-131
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    • 2013
  • Energy losses through windows and doors are big problems in the construction industry. For glass only, it has takes the largest portion of mass from window assembly and it responsible for 24 ~ 45% of energy loss from total building energy loss. Insulating glass unit should maintain their basic functions during their working life in order to contribute positively for global warming issue. There have been many research works for improving insulating glass unit durability. But it is not easy job to fulfill the requirements because insulating glass units composed of many components. So, overall it is required to have right qualify control procedures starting from material selection to fabrication, shipping and installation to the customer site. In this report, we have reviewed the durability of insulating glass unit made from different grades of sealing materials based on globally accepted industry codes such as EN1279. ASTM E 2190 and Locally available code. KS L 2003. The result showed that there is a relationship between the mechanical properties of insulating glass 2nd sealant and the durability of the units.

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