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扣件式钢管高大模板支撑系统稳定性分析 被引量:5

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摘要 本文以钢筋混凝土板和梁为例,分别计算达到高大模板支撑系统面荷载和线荷载时的板厚和梁截面积;再根据扣件式钢管高大模板支撑系统在立杆顶端设可调托座传力和顶部水平杆传力两种支模形式下,支架不同设计尺寸时的稳定承载力和设计允许最大板厚和梁截面积。
出处 《建筑安全》 2014年第2期4-10,共7页 Construction Safety
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