• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 춘계학술대회 논문집
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• pp.1129-1137
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• 2007

50kg NSI분기기(목침목)의 유지보수성 향상, 수명연장, 궤도안정, 친환경, 주행성 향상을 목적으로 PC침목 분기기를 개발(이하, NSR분기기)하여 신탄진역 측선에 시험부설 하였으며 현재 시험 평가 중에 있다. PC침목 NSI분기기는 LS-22차대 축중과 설계 속도 120km/h를 적용하여 60kg PC침목에 비해 경량화하였고 단면적과 중량의 최적화, 강선배치와 수량의 최적화 설계로 거의 동일한 성능을 유지할 수 있다. 제작 후 정적 강도 시험과 매립전 인발시험, 피로강도 시험을 수행하였으며 우수한 시험 결과를 얻음으로써 사용 신뢰성을 확보하였다. 본 논문에서는 PC침목 최적 설계 과정의 간략한 과정과 철도용품 규정 철도 5620-1073에따른 침목휨 강도 시험, EN13230-4:2002시험규정에 따른 피로시험과정과 그 결과를 다루었다.

• 한국철도학회논문집
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• 제12권5호
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• pp.800-805
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• 2009

이 연구에서는 선로구축물을 최소화 할 수 있어 도시형 자기부상철도로 적합한 LIM 방식 자기부상철도의 궤도시스템을 개발 제안하였다. 도심지에 건설될 경우 많은 사치적 비용을 초래하므로 공사기간을 단축할 수 있도록 프리캐스트 바닥판을 사용하는 상부구조 형식을 채택하였으며 바닥판 시공시 침목이 함께 설치 될 수 있는 트윈블록 침목 궤도시스템을 개발하였다. 제안한 트윈블록 침목 궤도시스템에 대해 유한요소해석과 실험을 통해 구조적 안전성을 검증하였으며 모의시공시험 및 기계연구원 시험선 시공을 통해 그 시공성을 확인하였다.

• Applied Microscopy
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• 제32권1호
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• pp.39-44
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• 2002

한국어류의 수정란 난막 미세구조를 분류체계에 따른 체계화 작업의 일환으로 난문의 유무, 난막의 표면 및 단면구조를 밝힘으로써 계통분류학적 기초자료를 제시하고자 경골어류, 구굴무치과에 속하는 얼룩동사리의 수정란을 실험재료로 하여 주사전자현미경과 투과전자현미경을 이용하여 관찰하였다. 수정란은 부착성 및 침성란으로 장타원형이었으며 동물극쪽에 부착사가 부착되어 있었다. 난황낭 내에는 많은 유적들이 있었으며, 난막 표면은 pore cannal들이 분포하고, 난문은 관찰되지 않았다. 난막은 두 층으로 구성되어 있었는데 외층은 전자밀도가 높은 비부착성이었으며, 내층은 전자밀도가 서로 다른 7층으로 구성되어 있었다. 이상과 같이 얼룩동사리 수정란 난막의 미세구조적 특징은 얼룩동사리의 수정란이 가지는 독특한 형태학적 형질로서 종을 분류하는데 사용될 수 있을 것으로 사료된다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.1279-1286
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• 2006

It is very important to pay careful attention to construction of earthwork/tunnel transition zone for railway. The transition zone of the railway is the section which roadbed stiffness is suddenly varied. Differences in stiffness have dynamic effects and these increase the forces in the track and the extent of deformation. In this study, performance of transition zone was investigated through the field tests. The wheel loads and sleeper settlement were measured after installing field testing sections.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 춘계학술대회 논문집
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• pp.325-339
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• 2007

This paper presents the analysis results to evaluate the application of separation sleeper boot of turnout in concrete track in subway. An analysis includes the dynamic load on turnout-bridge and the ballast improvement method of upbound and down line independent girder in servicing line. From the results, the aspect and the property of separation sleeper boot of turnout are evaluated. FE analysis explain the relationship between independent bridge and track behaviour of dynamic loads. The assessment of application based on FE analysis results in a good improvement method of servicing subway line is proposed.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2010년도 춘계학술대회 논문집
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• pp.680-683
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• 2010

The lateral stiffness of the track structure is very important mechanical property to prevent the track buckling and progress of misalignment. The increasing methods of the lateral stiffness of the track structure are the following; increases of the lateral ballast resistance, and increases of the lateral stiffness of the track panel. In order to increase the lateral stiffness of the tack panel, some of the sleepers resist together against the lateral movement can be the most economical and mechanical method. In this paper, H-typed sleeper developed to solve this problem is introduced and the mechanical advantages of this sleeper are investigated.

• 한국철도학회논문집
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• 제9권1호
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• pp.7-11
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• 2006

Ballast is an important component of railway track structures. The granular ballast can be modelled using [mite or discrete element methods. The DE method has advantages to enable us to analyze the microstructure of granular materials and to exhibit information which cannot be assessed using FE methods. In this paper, sleeper, the ballast, and ballast mat in the high-speed railroad line are modelled using two-dimensional discrete circle and line elements. The stress transferred from the sleeper via the ballast to the subgrade is analyzed. In addition, the shape and angle of stress distribution of ballast bed is evaluated with different boundary conditions for the high-speed railroad line.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 추계학술대회 논문집
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• pp.824-829
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• 2004

In this paper, the process of development of resilient sleepers, which improves the train safety, passenger comfort and reduces the noise and vibration, is presented. To optimize the bonding method between elastic pad and PC sleeper, special pad shape like arrow is adopted and is applied in manufacturing. Bonding strength and reduction effects of vibration of the resilient sleepers are experimentally investigated. From the experiment results, it is investigated that the bonding strenth is enough to satisfaction the criteria and the vibration characteristic is also more effective for sleeper with elastic pad than that in ordinary PC form. These results indicate that the elastic pad can reduce possibility of rail-corrugations and thus resulting in the reduction of maintenance costs.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 추계학술대회 논문집
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• pp.739-745
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• 2004

In reference to conventional line speed-up and improvement railway, accurate assembly of turnout affects traveling quality of turnout area and running safety. Because of heavy weight and a large volume of the long sleepers and car limit, transport and construction of the P.C(prestress concrete) sleeper turnout is the most difficult process. the prerequisite for trouble-free transport of the factory pre-assembled major turnout components is achieved through division of long sleepers. So, in this paper we investigate structural safety of segmented sleeper which is adopted for the first time to improve performance of turnout and, new construction method.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2005년도 추계학술대회 논문집
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• pp.830-835
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• 2005

Steel sleepers have largely two types, n and Y types, depending on their shapes and are used mostly in Europe since 1980. The sleepers are made of steel of high strength and toughness, and thus recycling is completely possible up to $100\%$. Since the weight is almost one quarter and the less of that of concrete sleeper, the cost for delivery is saved. In addition, high economical efficiency is expected from the extended maintenance intervals. The n type is used in Europe, Australia, mideast Asia and north America whereas the Y type in Germany. Steel sleeper with high functionality is domestically developed through the comparison of characteristics with the shapes.