超长钢筋混凝土结构无缝施工
Journal of Hebei Institute of Architecture and Civil Engineering（2008）
Abstract
分析超长钢筋混凝土有害裂缝形成的原理,建议采用膨胀加强带和间歇时膨胀加强带的布置,来确保超长钢筋混凝土结构无缝施工.
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Key words
overlengthy armored concrete,after-watering strip,inflation concrete
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