• Title/Summary/Keyword: 바닥조도

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Shear Stiffness of Shear connections in Full-Depth Precast Concrete Deck Bridge (프리캐스트 바닥판 교량 전단연결부의 전단강성)

  • Shim, Chang Su;Chung, Chul Hun;Kim, Chul Young;Chang, Sung Pil
    • Journal of Korean Society of Steel Construction
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    • v.10 no.4 s.37
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    • pp.749-758
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    • 1998
  • The evaluation of shear stiffness of shear connection in composite bridges with CIP concrete deck is analysed. Shear stiffness of shear connection in full-depth precast concrete deck bridges is obtained from experiments. 3-dimensional finite element analyses of push-out specimen are carried out to investigate the effects of characteristics of filling material strength in shear connection on shear stiffness and local stress distribution. The load-slip relations obtained from the analyses are compared with those of experiments. The equation of initial shear stiffness of shear connection in precast concrete deck bridge is proposed. Linear analyses are performed to evaluate the effects of the shank diameter of shear connector and the strength of mortar on the characteristics of deterioration and failure load obtained by the failure criterions of each material. The failure loads are estimated and compared with test results.

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Design of longitudinal prestress of precast decks in twin-girder continuous composite bridges (2거더 연속강합성 교량의 프리캐스트 바닥판 종방향 프리스트레스 설계)

  • Shim, Chang Su;Kim, Hyun Ho;Ha, Tae Yul;Jeon, Seung Min
    • Journal of Korean Society of Steel Construction
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    • v.18 no.5
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    • pp.633-642
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    • 2006
  • Serviceability design is required to control the cracking at the joint of precast decks with longitudinal prestress in continuous composite bridges. Details of twin-girder bridges are especially complex not only due to their main reinforcements and transverse prestresses for the design of long-span concrete slabs, but also due to the 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 that would allow for the use of precast decks for twin-girder continuous composite bridges. The necessary initial prestress was also evaluated through long-term behavior analysis. From the analysis, existing design examples were revised and their effectiveness was estimated. When a filling material with a bonding strength higher than the requirement is used in the region of a high negative moment, a uniform configuration of the longitudinal prestressing steels along thewhole span length of continuous composite bridges can be achieved, which would result in the simplification of the details and the reduction of the construction costs.

Design Improvements for Crossbeams and Stringers of Steel Box Girder Bridge (강박스거더교 가로보와 세로보 합리화 연구)

  • Gil, Heungbae;Kang, Sang Gyu;Cho, Jun Sang
    • Journal of Korean Society of Steel Construction
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    • v.20 no.1
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    • pp.1-8
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    • 2008
  • This research carried out to optimize crossbeams and stringers of steel box girder bridges, which are parts of floor system and support loading from the bridge deck. In the current design practice, the crossbeam is densely deployed with a spacing of 6 meters, and the stringer is placed between the crossbeams. The crossbeams and stringer are connected to the deck through slab anchors but the allowable stress of the compression flange is determined by the lateral-torsional buckling. To increase economic efficiency of the steel box girder bridges. the increased spacing of the crossbeam was studied. The study shows that the spacing can be increased up to 10 meters. However, higher strength steel plates are necessary. Shear studs rather than slab anchors are also recommended to prevent lateral-torsional buckling strength of the crossbeams and stringer.

Surface Runoff Friction Factor and Time of Concentration (지표면 유출 마찰계수와 도달시간)

  • Yoo, Dong-Hoon;Lee, Min-Ho;Lee, Tae-Hee
    • Proceedings of the Korea Water Resources Association Conference
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    • 2009.05a
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    • pp.1057-1062
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    • 2009
  • 대부분의 홍수 예측모형은 도달시간 산정에 있어 지표면 흐름을 중력흐름으로 가정한다. 그러나 Woo & Brater(1961)의 실험결과 지표면 흐름의 마찰계수는 바닥정사의 함수인 것으로 나타나며 수심이 매우 얕은 흐름의 경우 조고뿐만 아니라 바닥경사에 의한 영향이 매우 큰 것으로 나타났다. 새로운 무차원수 Y는 바닥경사, 수심, 조고 및 표면장력 등을 고려하는 인자로서 중력흐름과 표면장력흐름의 각 흐름특성을 반영하기 위한 새로운 도달시간 산정식을 개발하였다. 새로운 무차원수 Y는 표면장력과 관계된 후르드수 및 웨버수의 조합으로 조고뿐만 아니라 바닥경사, 수심의 함수로 나타난다. 지표면 흐름의 마찰계수 산정시 비례상수 ${\alpha}$를 새로운 무차원수 Y의 함수로 취하여 Butler(1977)의 실험자료를 분석하였다. 중력흐름의 경우 조고만의 함수로 나타나지만 표면장력흐름은 조고뿐만 아니라 바닥경사의 영향이 매우 중요한 것으로 나타났다. 중력흐름만을 고려하여 도달시간 산정시 관측치보다 작게 산정되는 반면 표면장력흐름으로 고려하여 도달시간 산정시 관측치와 근접하게 산정되었다. 따라서 지표면 유출 흐름은 중력과 함계 표면장력의 영향이 크게 작용하는 것으로 판단된다. 분석결과와 같이 표면장력흐름 특성을 고려한 도달시간 산정식을 모형에 적용할 경우 유출모형을 통한 유출량산정의 정확도 향상에 기여할 것으로 판단된다.

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An Experimental Evaluation of Bending and Shear Resisting Strengths for Wire-Integrated Deck Plate System using Lightweight Concrete (경량콘크리트를 사용한 철선일체형 바닥구조의 휨내력 및 전단내력 실험적 평가)

  • Lee, Seong-Hui;Bang, Jung-Seok;Won, Yong-An;Ryoo, Jae-Yong;Choi, Sung-Mo
    • Journal of Korean Society of Steel Construction
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    • v.23 no.3
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    • pp.275-282
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    • 2011
  • A recent development of seismic design, which is required among environmentally friendly members, increased the concern on light-weight concrete. Extending around the building, the structural design which is applied for light-weight concrete has been increased. This study therefore evaluates the bending resistance and the shear resistance involved using four specimens that were manufactured and tested. The parameters used in this study exist. This study investigates the structural performance of composite slab using light-weight concrete with KCI (2007).

The Composite Action of Composite Truss Using H-Shaped Section Steel (H형강을 사용한 합성트러스의 합성효과)

  • Lee, Myung Jae
    • Journal of Korean Society of Steel Construction
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    • v.21 no.6
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    • pp.637-646
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    • 2009
  • The composite actions of truss beams and floor slabs are not reflected on the design of the truss beam in domestic practice. In this research, basic experiments were conducted on a composite truss with the top and bottom chord members consisting of the H-shaped members. The tests were performed to evaluate the mechanical behaviors of the composite truss on the effects with the shear studs and without them. The specimens consisted of the steel truss and non-composite and composite trusses, and one-point-concentrated loading at the center and equivalent loading were monotonically applied. The composite effects were experimentally identified in the composite trusses using the shear stud connectors.

Energy Performance Analysis Program with Heating methods of Automatic Thermostatic Valves in Floor Radiant Heating System (바닥난방용 자동온도조절기의 난방방식에 따른 에너지성능 해석용 프로그램에 관한 연구)

  • Ahn, Byung-Cheon;Song, Jae-Yeob;Lee, Tae-Won;Kim, Yong-Ki
    • Proceedings of the SAREK Conference
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    • 2008.11a
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    • pp.381-386
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    • 2008
  • In this study, the energy characteristic of automatic thermostatic valves according to each heating method in floor radiant heating system were researched by computer simulation. For the analysis of unsteady heat transfer phenomena in household, the method of using electrical equivalent R-C circuit is applied, and radiation heat transfer between panel, ceiling and walls in household is calculated by enclosure analysis method. The parametric study on heating method, valve's control method, outdoor air condition, supply heating water temperature, supply flow rate are performed to compare energy characteristic, respectively.

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Effect of the Application of a Suspended and a Mixing-in-Pipe Type Aerator on the Liquid Fertilization of Pig Manure Slurry (현수, 배관 내 혼합 폭기방식 적용이 돼지분뇨 슬러리의 액상 비료화에 미치는 영향)

  • Jeong, Kwang Hwa;Kim, Jung-Kon;Khan, Modabber Ahmed;Kwag, Jung-Hoon;Han, Duk-Woo
    • Journal of the Korea Organic Resources Recycling Association
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    • v.22 no.4
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    • pp.62-71
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    • 2014
  • Three types of diffuser systems were manufactured and applied to investigate the effect of liquid fertilization of pig manure slurry by application of aeration processes. In the first type reactor, commonly used diffuser system, which diffuse air upward by diffusing aerator fixed at the bottom of the reactor is installed. In case of the second type, air diffuser is installed 10 cm above of the bottom of a reactor. In the third type reactor, the venturi-type air diffuser is installed at circulation pipe, which return pig slurry in the reactor(mixing-in-pipe process). The pig manure slurry separated to solid/liquid was flowed into the experimental reactor, and left as it for one week to precipitate solids. The concentration of organic matter, T-N, T-P and BOD in the raw pig manure slurry flowed into the reactor of bottom-fixed type aeration process were 1.82%, 4,400 mg/L, 360 mg/L and 13,542 mg/L, respectively. After aeration the concentration of organic matters, T-N, T-P and BOD in the slurry were 2.01%, 4,400 mg/L, 420 mg/L and 16,824 mg/L, respectively. The concentration of organic matter, T-N, T-P and BOD in the mixing-in-pipe type changed from 1.58%, 3,700 mg/L, 260 mg/L and 15,735 mg/L to 1.96%, 4,000 mg/L, 340 mg/L, and 18,098 mg/L, respectively. Changes of the concentration of organic matter, T-N, T-P and BOD of the pig manure slurry collected from the middle layers of two aeration reactors; bottom aeration process and the mixing-in-pipe process, were 10.4%, 0%, 16.7% and 24.2% and 24.0%, 8.1%, 30.8% and 15.0%, respectively. The thickness of foam layer generated on the surface of pig manure slurry in aeration tank was thinner in mixing-in-pipe reactor than bottom-fixed type aeration reactor.