• Title/Summary/Keyword: construction control

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Numerical Analysis of a Flux-Reversal Machine with 4-Switch Converters

  • Lee, Byoung-Kuk;Kim, Tae-Heoung
    • Journal of Magnetics
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    • v.17 no.2
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    • pp.124-128
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    • 2012
  • Many different converter topologies have been developed with a view to use the minimum number of switches in order to reduce construction costs. Among this research, the four-switch converter topology with a novel PWM control technique based on the current controlled PWM method is thought to be a good solution. In this paper, a two dimensional time-stepped voltage source finite-element method (FEM) is used to analyze the characteristics of a Flux-Reversal Machine (FRM) with a 4-switch converter. To validate the proposed computational method, a digital signal processor (DSP) installed controller and prototype FRM are built and experiments performed.

A Stability Case on the Deep Rock Excavation Site in Urban Area by Automatic Monitoring System (도심지 대심도 암반굴착공사에서의 자동계측 활용에 의한 붕괴방지 사례)

  • Kim, Tae-Seob;Jo, Nam-Shin;Jung, Chang-Won
    • Proceedings of the Korean Geotechical Society Conference
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    • 2010.03a
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    • pp.1433-1437
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    • 2010
  • The deep excavation work in Korean downtown is almost excuted near by existing structures and utility lines because of the diminution of available yard for construction. So, it was required more and more that the accurate control of displacement on the earth retaining system for minimizing the popular complaint and the damage from constructional accident. Automatic monitoring system is adopted in fracture zone for real time monitoring. In addition, Face mapping is carried out on the face of fracture zone according to excavation sequence. As the result of automatic monitoring system and face mapping, we was able to take the necessary reinforcement and changing excavation method within suitable time. This paper is informed about a stability case on the deep rock excavation site with fracture zone in urban area by automatic monitoring system.

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Measurements of Socket roughness and Vertical Offsets for Large Foundations (대형기초의 굴착공벽면 거칠기 및 연직도 측정)

  • Park, Bong-Geun;Nam, Moon-S.;Choi, Yong-Kyu
    • Proceedings of the Korean Geotechical Society Conference
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    • 2007.09a
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    • pp.105-114
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    • 2007
  • Recently, construction of high-rise buildings have been increased all around the world, and their foundation are designed to carry heavy loads form superstructures. For this reason, the use of drilled shafts have been increased, and the proper understanding of drilled shafts have been issued, especially for socket roughness and vertical offsets. In this study, the BKS-LRPS using laser sensor was developed for the measurement of socket roughness and vertical offsets for the first time in Korea. The BKS-LRPS was applied for measuring of socket roughness and also vertical offsets at the specific field sites. Based on this study, BKS-LRPS was successfully applied for measurement of socket roughness and vertical offsets the in the fields, and more appropriate quality control for the vertical offsets have to be needed.

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Cryogenic Distillation Apparatus for Hydrogen Isotopes Separation (수소동위원소 분리를 위한 초저온증류장치)

  • 송규민;손순환;김광신;김위수
    • Proceedings of the Korea Institute of Applied Superconductivity and Cryogenics Conference
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    • 2001.02a
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    • pp.163-166
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    • 2001
  • KEPCO has a plan to construct TRF (tritium removal facility) in wolsong nuclear power plant site by 2005. In advance of WTRF construction, the pilot plant was installed at KEPRI in order to show process reliability of WTRF. The main processes of this pilot plant are LPCE(liquid phase catalytic exchange) and CD (cryogenic distillation). Deuterium is separated from heavy water in LPCE process and concentrated in CD process. CD process consists of cold box, where are a distillation column and heat exchangers, vacuum system, cryogenic refrigerant supply system and instrument & control system. The experience of the pilot plant will be used in WTRF design review, operating procedure revision and fundamental education for the operators.

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Study on Low Heat Cements (저발열형 시멘트 개발에 관한 연구)

  • Choi, Jae-Woong;Ha, Jae-Dam;Kim, Dong-Seuk;Kim, Ki-Soo;Choi, Long
    • Proceedings of the Korea Concrete Institute Conference
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    • 1999.04a
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    • pp.46-51
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    • 1999
  • Mass concrete structures have many critical points in service. The cracks caused by the heat of hydration is the most serious problem, so that many method ot control cracks(precooling, postcooling, etc) have been applied to construction. But cooling methods take high cost and many installation and limits of field. Therefore it is useful to use the low heat hydration cements for low cost. This paper describes the characteristics of a low heat cement mixing the ternary components of cement(portland cement, blast furnace slag, fly ash) recently developed for mass concrete, belite cement, low heat slag cement(belite base) and fly ash cement (belite base). The objective of this paper is to study on low heat cement about initial compressive strength and hydration heat.

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Evaluation of Durability Properties of Cement Matrix Using the Polymer of Powder Type (분말형 폴리머를 사용한 시멘트 경화체의 내구성 평가)

  • Kim, Seong-Soo;Jung, Ho-Seop;Lee, Jeong-Bae;Yoon, Ha-Young;Koh, Joon-Ho
    • Proceedings of the Korea Concrete Institute Conference
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    • 2005.11a
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    • pp.495-498
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    • 2005
  • It was investigated the durability of the concrete to improve construction materials with polymer cement mortar in this study. With the popularity of repair and rehabilitation material, some mixtures composed of Ethylene Vinyl Acetate(EVA) was studied. Ethylene Vinyl Acetate(EVA) carried out tests to determine its properties which a include: freezing-thawing resistance test, carbonation test, and chemical resistance test. Result of freezing-thawing resistance test, mass change ratio and chemical resistance test, mass change ratio decreased of 12 and $15\~45\%$ as compared with control mortar. Carbonation depth decreased $3.7\~5.6mm$ as polymer-cement ratio increased $1\~4\%$.

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Design of Longitudinal Prestress of Precast Decks in Continuous Bridges (연속교 프리캐스트 바닥판의 교축방향 프리스트레스 설계)

  • Shim, Chang-Su;Kim, Hyun-Ho;Ha, Tae-Yul;Jeon, Seung-Min
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.05a
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    • pp.406-409
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    • 2006
  • Serviceability resign is required to control the cracking at the joint of precast decks having longitudinal prestress in continuous composite bridges. Especially, details of twin girder bridges are complex not only due to main reinforcements and transverse prestress for the resign of long-span concrete slabs but also due to shear pockets for obtaining the composite action. This paper suggests the design guidelines for the magnitude of the effective prestress and for the selection of filling materials and their requirements in order to use precast decks for twin-girder continuous composite bridges. The necessary initial prestress was also evaluated through the long-term behavior analysis. From the analysis, existing design examples were revised and their effectiveness was estimated. When a filling material having bonding strength higher than the requirement is used in the region of high negative moment, uniform configuration of longitudinal prestressing steels along the whole span length of continuous composite bridges can be achieved resulting in simplification of details and enhancement of the construction costs.

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Hydration Heat Analysis of Wall according to Placement Length (벽체 타설길이별 수화열 해석)

  • 김태홍;하재담;유재상;이종열;권영호;배수호
    • Proceedings of the Korea Concrete Institute Conference
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    • 2003.11a
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    • pp.301-304
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    • 2003
  • Nowadays, hydration heat analysis using FEM is common in thermal crack control of concrete structure. Many kinds of general FEM programs for hydration heat analysis are used in practice. But there are some problems in this using. In this study hydration heat analysis of wall according to placement length are performed. In this results we could get two conclusions. First, general structures like wall having general geometry and construction condition have similar behavior. So it is not necessary to analysis thermal crack in every case. Second, the results of 2D analysis is possible to be applied instead of those of 3D analysis because the results of 2D analysis is similar to 3D analysis in long wall having about 15~18m or over length at 3m height.

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Performance Evaluation of the Underwater Structure which used a Epoxy Panel (에폭시 섬유판넬을 이용한 수중구조물의 단면보수시스템에 대한 성능평가)

  • 박준명;홍성남;박선규
    • Proceedings of the Korea Concrete Institute Conference
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    • 2003.11a
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    • pp.343-346
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    • 2003
  • Confirmation of a damage degree and repair about a damage part are very hard for an underwater structure. And quality control of a construction is very complicated even if repair work is carried out on a damaged structure because repair work is carried out in water. If repair work is carried out while a defect part of the structure which there is in water keeps dry state, a efficient of repair is maximized. However, as for the repair technology about an underwater structure, a systematic researcher is not enough because of the environmental trouble. And, as for the effect about repair method to be applied to a currently underwater structure, it is not certainly proved. In this study The repair work of an underwater structure damaged applied the method that used a fiber panel form work. And a efficient of structure repaired was evaluated.

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An Experimental Investigation on the Characteristics of An Automotive Air Spring (자동차 공기스프링의 특성에 대한 실험적 고찰)

  • Lee, J.C.;Liu, H.
    • Transactions of The Korea Fluid Power Systems Society
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    • v.8 no.2
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    • pp.17-22
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    • 2011
  • The analysis of an air spring characteristics is necessary to design and control automotive air suspension system properly. A mathematical model of an air spring was derived in light of energy conservation first. Then static and dynamic experiments of the air spring have been fulfilled. The static stiffness with various initial pressures and effective areas were obtained from the static experimental results. Theoretical static stiffness obtained by using the mathematical model and effective area data is in close accordance with the experimental estimation. The dynamic experimental results show that the hysteresis in displacement-force cycle decreases when the frequency of the harmonic displacement excitation signal increases, but it does not change too much as the frequency is higher than 1Hz. And the dynamic stiffness goes up with increasing of the initial pressure and the excitation frequency.