• 제목/요약/키워드: SILO

검색결과 182건 처리시간 0.026초

대형싸이로에 있어서 훈증제의 수직적 침투력 (A Study on Gravity Penetration of Fumigants in the Jumbo Silo)

  • 하재규;오정우;유기열;김병호
    • 한국응용곤충학회지
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    • 제20권2호
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    • pp.103-106
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    • 1981
  • 이 시험은 수직싸이로에서 대두를 훈증소독하는 경우 훈증제별로 침투확산력을 조사할 목적으로 실시한것으로써 그 결과를 요약하면 다음과 같다. 1. 대두의 표면에 M.B를 단독으로 투약한 경우 M.B Gas의 침투확산속도는 대만히 빨라 투약후 4시간 이내에 싸이로 기부에 60mg/l 이상의 M.B Gas가 검출되었으며 10시간 이후로부터는 M.B Gas의 농도가 차 감소하는 경향이었다. 2. M.B Gas의 Carrier로 $CO_2$ Gas를 동시에 사용하였을 때는 M.B Gas의 침투확산속도가 M.B 단독 사용시보다 더욱 빨라져 투약후 1.5 시간이내에 싸이로 기부의 M.B Gas 농도는 70mg/l 이상을 나타내었다. 3. Phostoxin을 투약한 경우는 M.B를 투약한 경우 와는 반대로 침투확산력이 매우 미약하여 투약후 48시간동안 싸이로의 기부에서 10mg/l 이상의 농도를 검지할 수 없었다. 4. 소독효과를 조사하기 위해서 공시충으로 쌀바구미를 싸이로 기부에 삽입하였던바 M.B 및 $CO_2$구에서 는 완전한 살충효과를 얻었으나 Phostoxin 사용구에서는 대부분 생충으로 발견되었다.

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순엽싸이로 상대습도 및 퇴적 시간 연구 (Investigation of Relative Humidity and Storage Time of Blended Tobaccos on Total Blending Silo)

  • 양범호;정한주;한정호;김용옥;이문수
    • 한국연초학회지
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    • 제28권1호
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    • pp.31-35
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    • 2006
  • In this study, the effects of the relative humidity and storage time of blended tobaccos at total blending silo on cut tobacco equilibrium moisture contents, leaf moisture contents and migration of casing materials of tobacco types were investigated. To maintain the cutting moisture content(21 $\pm$ 1 %), it is necessary to keep 75 % relative humidity at 28 $^{\circ}C$ at total blending silo. The moisture content of reconstituted tobacco sheet was changed from $13{\sim}14$ % to $19{\sim}21$ % within 2 h after preblending. The contents of glycerin and fructose of tobacco types followed by storage time after preblending were not changed significantly. From these results, it is suggested that 2 h storage time after preblending was sufficient to maintain physical properties of cut tobaccos and tobacco taste and fragrance.

Leachability of lead, cadmium, and antimony in cement solidified waste in a silo-type radioactive waste disposal facility environment

  • Yulim Lee;Hyeongjin Byeon;Jaeyeong Park
    • Nuclear Engineering and Technology
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    • 제55권8호
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    • pp.2889-2896
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    • 2023
  • The waste acceptance criteria for heavy metals in mixed waste should be developed by reflecting the leaching behaviors that could highly depend on the repository design and environment surrounding the waste. The current standards widely used to evaluate the leaching characteristics of heavy metals would not be appropriate for the silo-type repository since they are developed for landfills, which are more common than a silo-type repository. This research aimed to explore the leaching behaviors of cementitious waste with Pb, Cd, and Sb metallic and oxide powders in an environment simulating a silo-type radioactive waste repository. The Toxicity Characteristic Leaching Procedure (TCLP) and the ANS 16.1 standard were employed with standard and two modified solutions: concrete-saturated deionized and underground water. The compositions and elemental distribution of leachates and specimens were analyzed using an inductively coupled plasma optical emission spectrometer (ICP-OES) and energy-dispersive X-ray spectroscopy combined with scanning electron microscopy (SEM-EDS). Lead and antimony demonstrated high leaching levels in the modified leaching solutions, while cadmium exhibited minimal leaching behavior and remained mainly within the cement matrix. The results emphasize the significance of understanding heavy metals' leaching behavior in the repository's geochemical environment, which could accelerate or mitigate the reaction.

사일로의 경제적인 설계 기준 제시 (Proposed Design Guidelines for Optimum Economic Silo)

  • 고훈범
    • 한국산학기술학회논문지
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    • 제17권1호
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    • pp.389-398
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    • 2016
  • 사일로에 대한 국내의 기존 연구는 여러 분야에서 다양하게 이루어져 왔으나 사일로 자체에 대한 설계나 시공에 대한 연구는 활발하게 이루어 졌다고는 할 수 없으며 경제적인 사일로설계에 대한 접근은 이루어지지 않았다. 본 연구에서는 기업이나 설계업체 등에서 필요한 성능을 충족시키면서 가장 경제적인 사일로의 규모를 결정할 수 있는 기초 자료를 제시하고자 한다. 해석은 철근 콘크리트 구조에 국한하여 다양한 요인에 대하여 실시하였다. 각각 4종류 저장재료(밀가루, 과립생석회, 모래, 철광석), 5종류 용량(1만, 3만, 5만, 7만, 9만톤)의 콘크리트 사일로에 대하여 8종류의 H/D(0.5~4)와 3종류의 콘크리트 압축강도(30, 35, 40MPa)를 고려한 해석을 실시하였다. 일반적으로 재료의 종류에 따라 H/D가 1~3사이에서 사일로 설계가 이루어지고 콘크리트 강도(40Pa이상)를 높일 수 있다면 가장 경제적인(50%이상의 물량 및 인건비 절감 가능) 사일로가 구현될 수 있다고 판단된다.

Shaking table test and horizontal torsional vibration response analysis of column-supported vertical silo group silo structure

  • Li, Xuesen;Ding, Yonggang;Xu, Qikeng
    • Advances in concrete construction
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    • 제12권5호
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    • pp.377-389
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    • 2021
  • Reinforced concrete vertical silos are universal structures that store large amounts of granular materials. Due to the asymmetric structure, heavy load, uneven storage material distribution, and the difference between the storage volume and the storage material bulk density, the corresponding earthquake is very complicated. Some scholars have proposed the calculation method of horizontal forces on reinforced concrete vertical silos under the action of earthquakes. Without considering the effect of torsional effect, this article aims to reveal the expansion factor of the silo group considering the torsional effect through experiments. Through two-way seismic simulation shaking table tests on reinforced concrete column-supported group silo structures, the basic dynamic characteristics of the structure under earthquake are obtained. Taking into account the torsional response, the structure has three types of storage: empty, half and full. A comprehensive analysis of the internal force conditions under the material conditions shows that: the different positions of the group bin model are different, the side bin displacement produces a displacement difference, and a torsional effect occurs; as the mass of the material increases, the structure's natural vibration frequency decreases and the damping ratio Increase; it shows that the storage material plays a role in reducing energy consumption of the model structure, and the contribution value is related to the stiffness difference in different directions of the model itself, providing data reference for other researchers; analyzing and calculating the model stiffness and calculating the internal force of the earthquake. As the horizontal side shift increases in the later period, the torsional effect of the group silo increases, and the shear force at the bottom of the column increases. It is recommended to consider the effect of the torsional effect, and the increase factor of the torsional effect is about 1.15. It can provide a reference for the structural safety design of column-supported silos.

레디믹스트 숏크리트의 현장 시공프로세스 분석 및 경제성 평가 (A Study of Field Construction Process Analysis and Economic evaluation of Ready-mixed Shotcrete)

  • 김동민;마상준
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2010년도 추계 학술발표회
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    • pp.1322-1327
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    • 2010
  • Ready-mixed shotcrete mixed with high quality materials and can be controled shotcrete quality is producted in plants and transported to construction fields, so do not need a field batch plant. In this study, the field construction system that can be applied Ready-mixed Shotcrete to construction fields was proposed, and the all-in-one silo that was the key component of the field construction system was design. It was performed to evaluate the constructability that the field construction process analysis in case of applying a field batch plant and the all-in-one silo, the cost analysis of the material production and transport in a road tunnel was also performed to evaluate the economic feasibility of Ready-mixed shotcret.

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Investigation of wall flexibility effects on seismic behavior of cylindrical silos

  • Livaoglu, Ramazan;Durmus, Aysegul
    • Structural Engineering and Mechanics
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    • 제53권1호
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    • pp.159-172
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    • 2015
  • This paper is concerned with effects of the wall flexibility on the seismic behavior of ground-supported cylindrical silos. It is a well-known fact that almost all analytical approximations in the literature to determine the dynamic pressure stemming from the bulk material assume silo structure as rigid. However, it is expected that the horizontal dynamic material pressures can be modified due to varying horizontal extensional stiffness of the bulk material which depends on the wall stiffness. In this study, finite element analyses were performed for six different slenderness ratios according to both rigid and flexible wall approximations. A three dimensional numerical model, taking into account bulk material-silo wall interaction, constituted by ANSYS commercial program was used. The findings obtained from the numerical analyses were discussed comparatively for rigid and flexible wall approximations in terms of the dynamic material pressure, equivalent base shear and bending moment. The numerical results clearly show that the wall flexibility may significantly affects the characteristics behavior of the reinforced concrete (RC) cylindrical silos and magnitudes of the responses under strong ground motions.

Silo 형 가스터빈 연소기에서 발생하는 연소진동 분석 및 저감 (Analysis of Combustion Oscillation and its Suppression in a Silo Type Gas Turbine Combustor)

  • 서석빈;안달홍;차동진;박종호
    • 설비공학논문집
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    • 제21권2호
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    • pp.126-130
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    • 2009
  • The present study describes an investigation into the characteristics of combustion oscillation and its suppression instability of a silo type gas turbine combustor in commercial power plant. Combustion oscillation is occurred the combustor in near full load during operation. As a result of FFT analysis of the combustion dynamics, the frequency of the oscillation is analyzed as the 1'st longitudinal mode of acoustic resonance of the combustor. For suppress of the instability, combustion tuning with adjust of fuel valve schedule is carried out, which changes equivalent ratio of each burners. As the result, the oscillation is successfully reduced with meeting the level of NOx emission regulation.