某气膜钢筋混凝土筒仓结构设计分析

doi:10.19698/j.cnki.1001-6171.20204031

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摘要介绍了先进的气膜钢筋混凝土施工技术，分析了研发的直径60m穹顶气膜钢筋混凝土筒仓结构和不同荷载作用下的筒仓受力和变形，采用“三层板”模型计算了壳体配筋。与传统筒仓施工方法相比，简化了施工过程，节省了工时，降低了工程造价。

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	吴灵宇
	徐高翔
	邱国志

关键词: 气膜钢筋混凝土筒仓层板模型传统施工工程造价

Abstract: The paper introduces advanced construction technology for reinforced concrete silo using inflated forms, analyzes the force and deformation of 60m diameter dome air film reinforced concrete silo developed by our company under different loads, and uses the three-layer slab model to calculate the shell Reinforcement. Compared with the traditional silo construction method, it simplifies the construction process, saves man-hours and reduces the project cost.

Key words: reinforced concrete silo using inflated forms layer plate model traditional construction project cost

收稿日期: 2020-01-14 出版日期: 2020-07-25 发布日期: 2020-07-27 整期出版日期: 2020-07-25

ZTFLH:

TU398.9

引用本文:

吴灵宇, 徐高翔, 邱国志.

某气膜钢筋混凝土筒仓结构设计分析

[J]. 水泥技术, 2020, 1(4): 31-37.
WU Lingyu, XU Gaoxiang, QIU Guozhi. Design and Analysis of a Reinforced Concrete Silo Using Inflated Forms. Cement Technology, 2020, 1(4): 31-37.

链接本文:

http://www.cemteck.com/CN/10.19698/j.cnki.1001-6171.20204031 或 http://www.cemteck.com/CN/Y2020/V1/I4/31

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