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    Restoring an Impaired Concrete Silo

    Source: Journal of Performance of Constructed Facilities:;1989:;Volume ( 003 ):;issue: 002
    Author:
    German Gurfinkel
    DOI: 10.1061/(ASCE)0887-3828(1989)3:2(87)
    Publisher: American Society of Civil Engineers
    Abstract: A rectangular reinforced concrete grain silo, supported by mill building columns, was impaired by cracking and spalling, as well as major distortions in the walls. A close inspection revealed major exposure and corrosion of the reinforcing bars. Failure of the silo was possible under service conditions; repair was required. Placement of a conventional shotcrete concrete liner was considered but discarded because it required thick walls and double layers of reinforcement that made it heavy and costly. Instead, a welded steel liner made up of continuous horizontal frames, and a composite steel plate for walls, was used because of its light weight, less expensive construction, and smoothness of its walls. Design of the remedial steel liner is discussed at length; various details, such as connections at the corners to achieve continuity and attachments to the concrete silo walls, are given. This innovative solution is ideally suited for repair of silos that are subjected to combined axial tensions and bending moments.
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      Restoring an Impaired Concrete Silo

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    contributor authorGerman Gurfinkel
    date accessioned2017-05-08T22:16:01Z
    date available2017-05-08T22:16:01Z
    date copyrightMay 1989
    date issued1989
    identifier other40038048.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75651
    description abstractA rectangular reinforced concrete grain silo, supported by mill building columns, was impaired by cracking and spalling, as well as major distortions in the walls. A close inspection revealed major exposure and corrosion of the reinforcing bars. Failure of the silo was possible under service conditions; repair was required. Placement of a conventional shotcrete concrete liner was considered but discarded because it required thick walls and double layers of reinforcement that made it heavy and costly. Instead, a welded steel liner made up of continuous horizontal frames, and a composite steel plate for walls, was used because of its light weight, less expensive construction, and smoothness of its walls. Design of the remedial steel liner is discussed at length; various details, such as connections at the corners to achieve continuity and attachments to the concrete silo walls, are given. This innovative solution is ideally suited for repair of silos that are subjected to combined axial tensions and bending moments.
    publisherAmerican Society of Civil Engineers
    titleRestoring an Impaired Concrete Silo
    typeJournal Paper
    journal volume3
    journal issue2
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(1989)3:2(87)
    treeJournal of Performance of Constructed Facilities:;1989:;Volume ( 003 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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