• 제목/요약/키워드: 해체와 실험

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Evaluation on Flexural Strength and Shear Strength of RC Beams Extracted from Existing Apartment Housings (기존 공동주택에서 채취한 보의 휨 내력 및 전단내력 평가)

  • You, Young-Chan;Shin, Hyun-Seop;Choi, Ki-Sun;Lim, Byung-Ho;Kim, Keung-Hwan
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.14 no.3
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    • pp.75-82
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    • 2010
  • The static strengths of the existing RC beams were experimentally investigated in this paper to understand the strength characteristics of existing structural members and to get appropriate data in strengthening RC members in the remodelling construction. Ten RC beams were prepared by cutting and extracting directly from the demolition site of apartment housings and tested in order to evaluate the flexural and shear strengths of existing RC beams by their geometric condition. From the test results, it was found that most of the specimens had a sufficient structural capacity except for some special case, for example, specimens with severe cracks or concrete losses caused by improper casting. Therefore, the severely deteriorated members originated from bad concrete casting or careless construction process should be repaired and strengthened in remodelling construction.

An Experimental Study on Compressive Loading Capacity of Precast Concrete Truss System (프리캐스트 콘크리트 트러스 시스템의 압축 내하력 실험 연구)

  • Han, Man-Yop;Jeon, Se-Jin
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.33 no.3
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    • pp.889-900
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    • 2013
  • In a large scale of excavation for the foundation of large-sized structures and underground structures, a considerable amount of earth pressure can occur. Steel beams that have been used to form a temporary structure to support earth pressure may be less economical and less efficient in resisting the high earth pressure. To cope with this problem, PCT(Precast Concrete Truss) system has been devised and investigated both experimentally and analytically. A proper connection method between the concrete truss members was proposed to accommodate fast assembly and disassembly. Full-scale test of PCT system was performed to verify the load-carrying capacity of the PCT system including the connections. The test results were compared with those of structural analysis. The test specimen which corresponds to PCT strut attained the ultimate load without buckling, but the detail of connector members needs to be improved. It is expected that precast concrete truss members can be efficiently incorporated into a temporary structure for deep and large excavation by replacing conventional steel beams.

Electrolytic Decontamination of the Dismantled Metallic Wastes Contaminated with Uanium Compounds in Neutral Salt Solutions (중성염 용액 내에서 우라늄으로 오염된 금속성 해체폐기물의 전해제염)

  • 최왕규;이성렬;김계남;원휘준;정종헌;오원진
    • Proceedings of the Korean Radioactive Waste Society Conference
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    • 2004.06a
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    • pp.72-80
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    • 2004
  • Electrolytic dissolution study was carried out to evaluate the applicability of electrochemical decontamination process using a neutral salt electrolyte as a decontamination technology for the recycle or self disposal with authorization of large amount of metallic wastes contaminated with uranium compounds generated by dismantling a retired uranium conversion plant using SUS-304 and Inconel-600 specimen as the main materials of internal system components of the plant. The effects of type of neutral salt as an electrolyte, current density, and concentration of electrolyte on the dissolution of the materials were evaluated. On the basis of the results obtained through the basic inactive experiments, electrochemical decontamination tests using the specimens contaminated with uranium compounds such as $UO_2$, AUC (ammonium uranyl carbonate) and ADU (ammonium diuranate) taken from an uranium conversion plant were peformed in $Na_2SO_4$ and $NaNO_3$ solution. It was verified that the electrochemical decontamination of the dismantled metallic wastes was quite successful in $Na_2SO_4$ and $NaNO_3$ neutral salt electrolyte by reducing $\beta$ radioactivities below the level of self disposal with authorization within 10 minutes regardless of the type of contaminants and the degree of contamination.

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Mechanical Properties of Concrete Using Recycled Coarse Aggregate from Nuclear Power Plant Simulated Concrete (원자력발전소 모의 콘크리트로부터 생산된 순환 굵은 골재 활용 콘크리트 역학적 특성)

  • Lee, Seong-Cheol;Shin, Kyung-Joon;Kim, Chang-Lak
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.8 no.2
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    • pp.167-174
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    • 2020
  • Many researches have been conducted to utilize recycled aggregates in Korea, but since most sources of recycled aggregates are not clear, there is a lot of uncertainty in applying the existing research results on recycle of aggregates generated from nuclear power plants. In this study, therefore, in order to investigate the possibility of recycling coarse aggregates generated through dismantling of nuclear power plants in Korea, recycled coarse aggregates were produced from concrete simulating nuclear power plants in Korea. Using the recycled coarse aggregates, concrete was mixed in consideration of the mixing ratio of the recycled coarse aggregates, and the mechanical properties were experimentally investigated. From the test results, as the mixing ratio of recycled coarse aggregates increased. concrete compressive strength, tensile strength, and elastic modulus generally decreased up to 36, 37, and 27% from the mechanical properties of normal concrete, respectively. Therefore, it can be concluded that limitation on the mixing ratio of recycled coarse aggregates is necessary when coarse aggregates are recycled through dismantling of nuclear power plants.

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.

Suction Penetration Review of Circular Steel Pipes by Field Test (현장 실험을 통한 원형강관 석션관입성 검토)

  • Kim, Hyun-Joo;Choi, Jin-O
    • Journal of the Korean Geotechnical Society
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    • v.36 no.12
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    • pp.35-43
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    • 2020
  • Currently, cofferdams of circular cross section are widely applied as temporary facilities for the installation of bridge foundations in river/sea bridge construction in Korea. Existing caisson, sheet pile, and cell type cofferdam are widely used, but these methods take a lot of time and cost for installation and dismantling. In the case of the existing sheet pile construction method, attention is needed to secure internal and external stability because of the damage to the sheet pile due to ground penetration and difficulty in connecting element members. In this study, penetration design of circular steel pipes using suction pressure was performed on the soft ground of the west coast, and it was confirmed that penetration construction using suction pressure was possible through field tests. It was confirmed that applying the ground analysis results using the cone penetration test (CPT) to the design rather than the standard penetration test (N value) results more similar to the field test results. In addition, it was confirmed that local failure of the inside of the cofferdam was induced when a suction pressure higher than the upper limit suction pressure was applied in the silty sand.

Post Modernism in Xavier Dolan's Movies -With a Focus on "I Killed My Mother(2009)" and "Mommy(2014)"- (자비에돌란 영화의 포스트 모더니즘 <아이킬드마이마더, 마미를 중심으로>)

  • Kim, Loyou
    • The Journal of the Korea Contents Association
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    • v.16 no.3
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    • pp.162-170
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    • 2016
  • Xavier Dolan delves into maternal instinct and sexual identity and the attempt and experiment of his movies are not difficult to understand and not unfamiliar. He communicates with audience through pastiche and self-reflexivity, rather than disassembling and destruction of style and form of existing films. Pastiche is the intertextuality between familiar genres such as film, poem, fashion, music, painting, etc. His films shows the characteristics of postmodernism, which include genre over, de-subjectivity, interest in public culture, and representation of nostalgia. This study recognizes anew the present of postmodernism gradually going out of fashion and analyzes the characteristics of postmodernism and repeated motif in his movies. This study also analyzes Xavier Dolan's interest in social minority and allegorian characteristics through characters appearing in his movies.

An experimental study on the quality characteristics of recycled aggregates produced by gutter type roll crusher.(I) (거터타입 파쇄장치를 적용한 순환골재 생산시스템의 성능분석 및 품질특성에 대한 실험적 연구 (I))

  • Kwon, Hyuk-Joon;An, Seon-Hee
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.493-496
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    • 2008
  • Recently, shortage of natural aggregates resources and the amount of waste concrete hsve been rapidly increased, the technique of aggregates manufacturing of waste concrete is damanded. In this study, we evaluated the performance of gutter type roll crusher. Gutter type roll crusher is showed enhanced producing manufacturing ability. The gutter type roll crusher achieved more friction energy than general roll crusher, also a mount of producing showed same results.

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In vitro Propagation using Shoot Tip Culture in Gold Tree[Dendropanax morbifera $L_{EV}]$. (황칠나무의 경정배양에 의한 기내번식)

  • 최성규;윤경원
    • KOREAN JOURNAL OF CROP SCIENCE
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    • v.46 no.6
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    • pp.464-467
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    • 2001
  • In order to establish a in vitro propagation system for gold tree[Dendropanax morbifera $L_{EV}$], the effects of auxins and cytokinins on shoot multiplication and rooting were investigated. Germination rate was the best in MS medium. The fresh weight and number of shoot were the best on the medium containing 0.1 or 1.0 mg/l BAP and 0.5 or 1.0 mg/l NAA. Shoots were successfully rooted in MS medium with 1.0 mg/l NAA. Roots were easily formed by the addition of auxins, especially 0.1 or 1.0 mg/l BAP.P.

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An Experimental Verification on the Development of an Innovative Diamond Wire Saw Cutting Technology (새로운 다이아몬드 와이어 쏘 절단 기술 개발에 관한 실험적 검증)

  • Park, Jong Hyup;Chu, Baeksuk
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • v.17 no.6
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    • pp.83-90
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    • 2018
  • This paper introduces a innovative diamond wire saw cutting technology and its experimental verification that can be utilized for cutting heavy structures. While conventional diamond wire saw cutting technologies such as water cooled cutting method and dry cutting method cause severe environmental problems due to generating massive concrete sludge or dust scattering, the proposed method can eliminate those problems considerably. Through extensive experiments using heavy structure test bed and real bridge pier structure, comprehensive analysis and comparative evaluation about various cutting methods were performed. As a result, the innovative diamond wire saw cutting method could achieve a similar cutting and cooling performance to the water cooled cutting method without generating concrete sludge and it showed an improved cutting and cooling performance to the dry cutting method without dust scattering. Consequently it is confirmed that the suggested cutting technology can be a promising environment-friendly alternative in the field of heavy structure dismantling.