• Title/Summary/Keyword: 해체용이설계

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Development of Integrated System for DfD (Design for Disassembly) of Automobile in Design Phase (설계단계 적용을 위한 차량의 해체용이설계(DfD: Design for Disassembly) 통합시스템 개발)

  • Cho, Jong-Rae;Kwon, Jae-Soo;Hong, Byeong-Kwon;Hong, John-Hee;Kwon, Moon-Sik
    • Journal of the Korean Society for Precision Engineering
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    • v.24 no.8 s.197
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    • pp.58-66
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    • 2007
  • In order to improve the recyclability and to reduce the recycling cost and time, the disassembly technology should be systemized because the worn out products can be reused or recycled after disassembly processes. This paper attempts to propose the integrated CATIA-based DfD (Design for Disassembly) support system to promote the disassemblability of products. The system is composed of two modules; evaluation of disassemblability, generation of DfD alternatives. The disassemblability of current vehicle is evaluated to identify the weak point in terms of disassembly using the DELMIA and developed evaluation system. Furthermore a new expert system is developed to propose the optimal redesign rule and principle for generating the DfD alternatives. In order to generate the DfD alternatives, a CATIA-based design support system is implemented. The system can provide quick results and ensure consistency and completeness of the redesign alternatives.

Design of User Interface on Decommissioning DB (연구로 해체 DB User Interface 설계)

  • 박희성;정관성;이근우;백삼태;이규일;박진호
    • Proceedings of the Korean Radioactive Waste Society Conference
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    • 2003.11a
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    • pp.681-686
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    • 2003
  • It has been designed GUI(graphic user interface) to consult the convenience of a input data and the flexibility that can be retrieved dismantling information relation to decommissioning DB of KRR1&2. The GUI can proceed an input materials and a search and output of a saved data in server based on a facility code and also have a function of explorer which can find the lower dismantling objects in each facilities. It has added the structure of the multimedia that could be showed a series of dismantling activities with a Mpeg and pictures into the GUI. In the future work, Decommissioning DB and User Interface are intend to contribute a functions that could be evaluate and analyze for a dismantling activities with a engineering theory.

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연구용원자로에서 조사된 캡슐 및 핵연료다발 해체용 갭슐절단기 개발

  • 박대규;주용선;안상복;이기순;강영환
    • Proceedings of the Korean Nuclear Society Conference
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    • 1998.05b
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    • pp.503-508
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    • 1998
  • 연구용원자로인 하나로(HANARO)에서 중성자 조사된 캡슐 및 핵연료다발을 절단 및 해체하기 위한 장비인 캡슐절단기를 개발하여 조사재시험시설(IMEF)의 M2 핫셀(hot cell)에 설치하였다. 재료 및 핵연료의 개발을 위해 하나로에서 조사되는 캡슐 및 핵연료다발의 절단 및 해체는 핵연료봉 및 캡슐내부에 내장되어 있는 시편에 손상 및 결함이 발생하지 않도록 하는 것이 매우 중요하며, 이러한 장비는 핫셀의 작업구역에서 원격조작기를 사용하여 원격으로 조작이 용이하도록 설계 및 제작되어야 한다. 이에 조사재시험시설에서 개발한 캡슐절단기는 가공물이 회전 및 좌우이송, 절단용 철이 회전 및 전후이송이 각각 되도록 하였고, 핫셀내에 설치하기 전에 가공에 필요한 최적의 조건을 설정하였다. 그리고 핫셀내 설치후 중성자에 조사되지 않은 하나로용 핵연료다발과 조사된 무계장캡슐을 건식상태로 절단 및 해체하여 장비 성능을 확인하였다.

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Economics analysis for life cycle cost design of bridges (LCC를 고려한 교량의 경제성 분석)

  • Shin, Yung-Seok;Pack, Jang-Ho;Ahn, Sung-Chan
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2010.04a
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    • pp.162-165
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    • 2010
  • 합리적인 교량 대안선정을 위해서는 설계 시 경제성, 경관성, 안전성 및 기능성, 유지관리 용이성, 시공성 등 다양한 속성을 고려하여야 한다. 이 중 경제성은 초기비용뿐만 아니라 공용수명에 걸쳐 발생하는 유지관리비용, 보수 보강비용, 해체 폐기비용 등의 합인 총 생애주기비용에 대해 최소의 비용으로 최상의 가치를 창출하도록 하여야 한다. 본 연구에서는 건설계획과정에서 대표적으로 고려될 수 있는 대안으로 세 가지 교량 형식(강상자형교, 소수주형교, PSC-I형 거더교)을 대상구조물로 선정하고 교량의 공용수명은 상태등급곡선으로부터 추정한 내하율 곡선을 사용하여 산정하였다. LCC최적설계를 위해 설계변수, 제약조건, 목적함수를 구성하였고, 총 생애주기비용을 공용수명으로 나눈 연간생애주기비용을 사용하여 하여 합리적인 교량의 경제성 분석을 수행하였다.

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Development of a Modular Building System for the BOQ Using Six-sigma (식스-시그마를 이용한 군 독신자 숙소용 모듈러 건축 시스템 개발)

  • Cho, Bong-Ho;Lee, Jae-Sung;Cha, Hee-Sung
    • Korean Journal of Construction Engineering and Management
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    • v.11 no.6
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    • pp.89-99
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    • 2010
  • Military Barracks and Bachelor Officer's Quarters are public buildings representing architectural characteristics with repeating the same room modules. These buildings require easy dismantling and reusing for the next generation' military re-organization. For these reasons, since 2005, the modular construction has been applied to military buildings. The most important factors required for modular military buildings are standardization, lowcost construction and reusable construction method. However, conventional modular building system have not been matched with these requirements. This study suggests a new modular system for Bachelor Officer's Quarters using Six-sigma design tool. To reflect the voices of customers, market study and surveys were carried out. Through the QFD, the voices of customers were converted into quality characteristics of building system for BOQ. The various design concepts meeting customer's requirement were derived by the QFD and Pugh matrix methodology. The proposed modular building system shows 80% increased factory production rate and 62% decreased weight of steel frame as compared with the conventional modular building system.

A Study on Design and Construction Methods of Movable Pavilions (이동식 정자의 설계 시공법 연구)

  • Lee, Jung-Han
    • Journal of the Korean Institute of Traditional Landscape Architecture
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    • v.37 no.4
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    • pp.51-59
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    • 2019
  • This study aims to examine the design and construction methods of movable Pavilions. Through the literature analysis, the setting up of the construction background, location and direction, size and composition, materials and construction methods were analyzed. The results are as follows; First, the movable pavilion is designed to enjoy a wide range of views. It was a creation that reflected the way in which the ideal life was pursued based on the experience of enjoying scenery rather than owning one's own house and running a pavilion. Second, the formation of movable pavilion was intended to enjoy the scenery by season without restrictions on time and place. It can also relieve the hassle of having to move tools to enjoy the wind every time. Third, the movable pavilion faces to a place with good scenery and determines its position and direction. Most of them were built on a small scale and divided the space for viewing the scenery, playing GO(Baduk), writing poems, and playing musical instruments. Also, wood was used mainly. To reduce the load, roofs and walls were constructed with light materials such as bamboo, straw, thick sheet of oil, and cotton cloth. The construction method was mainly used by the method of fastening for easy coupling and dismantling. When a building was constructed on the upper part of a ship or cart, the wooden structure of a regular pavilion was constructed. Fourth, when comparing the design and construction characteristics of ordinary pavilion and movable pavilion, the movable pavilion is easy to see for contrast purposes, so there is no limit to setting the location and direction. Instead, more stringent systems and techniques were called for, because as mobility forces should be considered, structurally measures to withstand loads, and they should satisfy their function and form as pavilion.

Performance Evaluation of Pull-out Load of a New Type of Double-wall Pile Foundation for Easy Demolition (기초구조물 회수가 용이한 신형식 이중벽 말뚝기초의 인발하중 성능평가)

  • Kim, Jae-Hyun;Kim, Jeong-Soo;Lee, Minjy;Sven, Falcon Sen;Choo, Yun Wook;Hwang, Sung-Pil
    • Journal of the Korean Geotechnical Society
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    • v.38 no.4
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    • pp.21-32
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    • 2022
  • Steel pile foundations are widely used for offshore constructions due to their high bearing capacity and efficiency. Typically, offshore structures that have reached the end of their design life are required to be demolished. However, pile foundations are often left on site due to technical and economic limitations. The pile left on the site not only pollutes the environment, but can also cause obstacles for the construction of new structures. Therefore, research is required to completely eliminate these foundations at the site. In this study, a new type of double-wall pile foundation that can drastically reduce the pull-out load was conceptually proposed, and a series of model tests were performed to validate the performance of the double-wall pile foundation. The installation and extraction of the double-wall pile were simulated in dry sand in the model test, and the measured up-lift load was compared to that of the conventional pile. According to the result, the maximum up-lift load induced by the decommissioning of the double-wall pile was reduced by 45% when compared to the traditional pile in dense sand. This study verified the mechanism for reducing the up-lift load of the double-wall foundation and confirmed the possibility of completely decommissioning a pile that has reached the end of its nominal service life.

Current Status and Utilization Technology of End-of-Life Photovoltaic Modules (태양광 폐 모듈의 처리현황 및 실용화 기술)

  • Cho, Jai Young;Park, Areum;Yun, Hyun Mok;Jun, Yun-Su;Kim, Joon Soo
    • Resources Recycling
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    • v.29 no.4
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    • pp.15-30
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    • 2020
  • Recently, it is increasing a amount of installed solar-cell rapidly, and end-of-life photovoltaic(ELP) modules are generated in according to the reduction of cell efficiency largely. Recycling of ELP modules are begun at an advanced nation already, but there are bring about environmental contamination and resource recovery problems owing to not treated ELP modules because of economic cost completely. First of all, there were researched basic study for treatment conditions of used solar cell inspection, dismantling of aluminum frame, crushing / grinding & separation of tempered glass, removal of back sheet & EVA film, leaching & precipitation recovery of valuable metals and treatment of waste water. Therefore, we establish optimum conditions through carried out of designed apparatus, installation of equipment, test operation & trouble shooting in scale of 1ton/day pilot plant test. Following to economic review, it does have the economic efficiency until to the case of tempered glass recovery, but does not have the economic value in case of total processes until to recover the valuable metals. However, there are guaranteed economic value if we are gained a large amount of the expenses through EPR supported system. It was confirmed the commercialized possibility of ELP modules recycling if there were established on the collecting ELP modules, reusing criteria, economical technology, enactment of directives and enforcement of EPR supported system efficiently.

Fiber-Optic Current Transformer for the Over Current Protection Relay (과전류 보호계전기용 광섬유 전류센서)

  • Song, Min-Ho;Yang, Chang-Soon;Ahn, Seong-Joon;Park, Byoung-Seok;Lee, Byoung-Ho
    • Journal of the Korean Society for Nondestructive Testing
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    • v.21 no.5
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    • pp.542-548
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    • 2001
  • A robust, accurate, broad-band, alternating current sensor using fiber-optics is being developed as a part of optical over current protection relay system. The sensor uses the Faraday effect in optical fiber and polarimetric measurements tc sense electrical current. The current sensing coil consists of a length of twisted optical fiber and Faraday rotator mirror to suppress the linear birefringence effect. Due to its single-ended closed path structure, it can not only be easily installed to the target with great isolation from other fields in the vicinity, but the sensitivity can be increased by using multiple turns. This paper reports on the theoretical backgrounds of the sensor design and the preliminary experimental results.

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An Experimental Study of Demountable Bolted Shear Connectors for the Easy Dismantling and Reconstruction of Concrete Slabs of Steel-Concrete Composite Bridges (강합성 교량의 콘크리트 바닥판 해체 및 재시공이 용이한 분리식 볼트접합 전단연결재에 관한 실험적 연구)

  • Jung, Dae Sung;Park, Se-Hyun;Kim, Tae Hyeong;Kim, Chul Young
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.42 no.6
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    • pp.751-762
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    • 2022
  • Welded head studs are mainly used as shear connectors to bond steel girders and concrete slabs in steel-concrete composite bridges. For welded shear connectors, environmental problems include noise and scattering dust which are generated during the removal of damaged or aged slabs. Therefore, it is necessary to develop demountable shear connectors that can easily replace aged concrete slabs for efficient maintenance and thus for better management of environmental problems and life cycle costs. The buried nut method is commonly studied in relation to bolted shear connectors, but this method is not used in civil structures such as bridges due to low rigidity, low shear resistance, and increased initial slip. In this study, in order to mitigate these problems, a demountable bolted shear connector is proposed in which the buried nut is integrated into the stud column and has a tapered shape at the bottom of an enlarged column shank. To verify the performance of the proposed demountable stud bolts in terms of static shear strength and slip displacement, a horizontal shear test was conducted, with the performance outcomes compared to those of conventional welded studs. It was confirmed that the proposed demountable bolted shear connector is capable of excellent shear performance and that it satisfies the slip displacement and ductility design criteria, meaning that it is feasible as a replacement for existing welding studs.