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    Sandwich‐Barrel Shell Construction by Inflation

    Source: Journal of Construction Engineering and Management:;1991:;Volume ( 117 ):;issue: 001
    Author:
    Robert Nicholls
    DOI: 10.1061/(ASCE)0733-9364(1991)117:1(131)
    Publisher: American Society of Civil Engineers
    Abstract: Fabric‐reinforced mortar faces on expanded polystyrene (EPS) core structural sandwich construction is used for low‐cost quonset buildings. The construction, especially suitable for warehousing and agricultural buildings, consists of: (1) Laying polystyrene insulation boards on a flat surface; (2) stretching reinforcing fabric over the boards to keep them tightly abutted; (3) screeding a cement‐fly ash slurry containing styrene‐butadiene latex admixture through the fabric; (4) inflating a polyethylene film under the EPS boards thus joined to form them into an arch after the mortar hardens; and (5) tilting precut sandwich panel end walls up under the arch to support it. A cement mortar reinforced with polypropylene chopped fiber is then gunned inside the arch to complete the structural sandwich construction. Required cylindrical sandwich core and face thicknesses to resist buckling at minimum material cost are calculated. Material costs are tabulated. Flexural modulus is determined from panel‐bending tests. The flexural stiffness/dead weight ratios are compared with those ratios for precast prestressed concrete decks.
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      Sandwich‐Barrel Shell Construction by Inflation

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    contributor authorRobert Nicholls
    date accessioned2017-05-08T21:26:11Z
    date available2017-05-08T21:26:11Z
    date copyrightMarch 1991
    date issued1991
    identifier other%28asce%290733-9364%281991%29117%3A1%28131%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51397
    description abstractFabric‐reinforced mortar faces on expanded polystyrene (EPS) core structural sandwich construction is used for low‐cost quonset buildings. The construction, especially suitable for warehousing and agricultural buildings, consists of: (1) Laying polystyrene insulation boards on a flat surface; (2) stretching reinforcing fabric over the boards to keep them tightly abutted; (3) screeding a cement‐fly ash slurry containing styrene‐butadiene latex admixture through the fabric; (4) inflating a polyethylene film under the EPS boards thus joined to form them into an arch after the mortar hardens; and (5) tilting precut sandwich panel end walls up under the arch to support it. A cement mortar reinforced with polypropylene chopped fiber is then gunned inside the arch to complete the structural sandwich construction. Required cylindrical sandwich core and face thicknesses to resist buckling at minimum material cost are calculated. Material costs are tabulated. Flexural modulus is determined from panel‐bending tests. The flexural stiffness/dead weight ratios are compared with those ratios for precast prestressed concrete decks.
    publisherAmerican Society of Civil Engineers
    titleSandwich‐Barrel Shell Construction by Inflation
    typeJournal Paper
    journal volume117
    journal issue1
    journal titleJournal of Construction Engineering and Management
    identifier doi10.1061/(ASCE)0733-9364(1991)117:1(131)
    treeJournal of Construction Engineering and Management:;1991:;Volume ( 117 ):;issue: 001
    contenttypeFulltext
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