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弦支穹顶施工张拉的理论分析与试验研究
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(上海海事大学 上海 200135)

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郭佳民

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TU330.1

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Theoretical analysis and experimental study on construction tensioning of chord-supported dome
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(Shanghai Maritime University, Shanghai 200135)

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    摘要:

    弦支穹顶由单层网壳和其下部索杆组成。为了准确、可靠地指导弦支穹顶结构的实际施工,确保施工的顺利进行,依据各单元在初始态与零状态下无应力长度之差确定的原则,提出弦支穹顶结构的正向施工模拟计算法,并利用一跨度为8m的缩尺模型进行单根斜索逐根张拉成型的试验研究,整个张拉过程表明:单根斜索逐根张拉虽张拉次数较多:但张拉控制较为方便,能够很好地验证提出的施工模拟理论。试验结果表明:在张拉成型过程中,张拉控制的理论计算值与实测值吻合良好,说明提出的正向施工模拟计算法可便捷准确地模拟实际结构的施工。

    Abstract:

    The chord-supported dome is composed of a single lattice shell and its lower cable rod. In order to accurately and reliably guide the actual construction of the chord-supported dome structure and ensure the smooth progress of the construction, the forward construction simulation calculation method of the chord-supported dome structure is proposed according to the principle of determining the difference between the stress-free length of each element in the initial state and the zero state. The experimental research on the tensioning of a single diagonal cable by cable is carried out using a scale model with a span of 8m Although the number of tensioning times is more, the tensioning control is more convenient and the construction simulation theory can be well verified. The experimental results show that in the process of tensioning, the theoretical calculated value of tensioning control is in good agreement with the measured value, which indicates that the proposed forward construction simulation calculation method can simulate the construction of the actual structure conveniently and accurately.

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Jiamin Guo, Shilin Dong Theoretical analysis and experimental study on construction tensioning of chord-supported dome. Prestress Technology 2015,19(05):32-38. 10.59238/j. pt.2015.05.004

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  • 在线发布日期: 2023-08-06
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