• Title/Summary/Keyword: cement silo

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Suppression of Coating Formation in Cement Silo (시멘트 사일로의 적분생성억제)

  • 양승혁;이병곤
    • Journal of the Korean Society of Safety
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    • v.18 no.2
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    • pp.16-21
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    • 2003
  • The object of this research is to prevent the industrial accidents which frequently occurred in breaking the coating in cement silo. Research was conducted to identify the cause of the coating formation, and the model experiment of aeration system was done to investigate the effect of moisture air on the coating formation. The results show that dehumidification of supply air in aeration system is the most important factor to suppress the coating formation, and the refrigerated low pressure air dryer applicable to the aeration system of cement silo was newly designed and developed. When this air dryer is applied to the cement silo, 88% of the moisture component of supply air can be reduced. Therefore the cleaning cycle extends over twice, and it contributes to the decrease of industrial accidents and cleaning cost.

수도권 동북부 지역 물류단지 건설에 관한 연구(양회단지를 중심으로)

  • Kwon Yong-Jang;Kim Hyun-Woong;Yoo Jae-Kyun
    • Proceedings of the KSR Conference
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    • 2004.10a
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    • pp.1652-1661
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    • 2004
  • It is essential to our economy that preserve the cement industry which has contributed to the growth of construction industry. However, it has not been easy to come up with constructing Silo complex in downtown area due to the opposition of residents, and lack of the supply base aroused the troubles in provision of cement. The main objective of this paper lies in making plans for constructing Silo complex and estimating logistics costs affected by the alternative complex.

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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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    • v.55 no.8
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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.

Structural Safety Analysis and Reinforcement for Weak Area of the Coal Silo Tunnel using Finite Elements Analysis (유한요소해석을 이용한 Coal Silo Tunnel 취약부위의 구조안전성 분석 및 구조보강)

  • Lee, Hyun-Woo;Jung, Sung-Yuen;Song, Se-Arm;Kim, Min-Soo;Kim, Jin-Hyung;Kim, Chul
    • Journal of the Korean Society for Precision Engineering
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    • v.29 no.4
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    • pp.461-468
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    • 2012
  • Silo is a warehouse for storing granular materials such as grain, cement, petroleum compound and coal. When compared to other warehouses, the silo can use space efficiently. The coal silo are consists of silo, tunnel and extractor. Of these, there are not sufficient study and design data on tunnel. It depends heavily upon trial and error method by field engineers with several years of experience. Recently, silos are constructed with a large size, and tunnel becomes to be in danger of severe cracking and collapse by a huge load of coal. So it is necessary to analyze structural safety for tunnel. In this study, the problems of the tunnel are analyzed by field data, and reinforcement of structural weak area using FE analysis has been carried out to design the tunnel satisfying structural safety. From FE Analysis, the reinforced model which does not exceed the yield strength of the material has been proposed.

Field Application of High Strength Concrete under Cold Weather Conditions (650kgf/$\textrm{cm}^2$ 고강도 콘크리트 한중 시공사례)

  • 정재동;노재호;한정호;조일호
    • Proceedings of the Korea Concrete Institute Conference
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    • 1994.04a
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    • pp.260-265
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    • 1994
  • High strength concrete(65MPa) was used for construction of the bulk cement storage silo by using sliding form. This paper presents mix design, production, quality control and experience with field application of high strength concrete under cold weather conditions. It is shown to be possible to produce high strength concrete of compressive strength of 50~60 MPa by using high-range water reducer to lower w/c ratio with appropriate quality control.

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Reinforcement of RC Structures with External Post-Tensioning Method (외부 포스트텐셔닝공법에 의한 콘크리트 구조물의 보강사례 연구)

  • 정원용;김승익
    • Proceedings of the Korea Concrete Institute Conference
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    • 2002.05a
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    • pp.387-392
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    • 2002
  • In many years, post-tensioning method has been used for structural reinforcement of RC structures due to easy installation and good quality control. This study presents practical application results for the effectiveness of structural post-tensioning reinforcement of the FCM bridge girders, cement silos and building girders. For the FCM bridges deflected excessively at the end of girders, for cement silos cracked vertically at silo surface and for building girders deflected due to heavy load from roof, the external post-tensioning method was used for uplifting deflected girders and closing cracks with increasing resisting capacity of the structures. It was demonstrated that all the items were rehabilitated nearly to the initial construction status according to the field test results.

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