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预应力混凝土蜗壳三维仿真材料结构模型试验研究 被引量:2

Experimental Study of the Pre-Stressed Concrete Scroll Case by the Three Dimensional Model of the Emulation Material Structure
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摘要 采用三维仿真材料结构模型试验,研究了高坝洲水电站预应力混凝土蜗壳在预应力、竖向荷载、内水压力及温度荷载作用下的应力分布情况,论证了在混凝土蜗壳这一结构复杂、限裂要求高的建筑结构中采用预应力先进技术的必要性、可行性和优越性。 By employing the three-dimensional model of the emulation material structure, the stress distributions on the pre-concrete scroll case at the Gaozhou Hydropower Station are studied under the actions of the pre-stress, vertical load, inside pressure and the temperature load. The authors of the paper demonstrate the necessity, feasibility and advantage for using the advanced pre-stressed technique in the concrete scroll case that is complicated and requires strictly the limitation of cracks.
出处 《人民珠江》 2000年第5期9-14,共6页 Pearl River
关键词 预应力混凝土蜗壳 仿真材料 结构模型 Pre-stress scroll case emulation material structure model Gaozhou Hydropower Station
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参考文献5

  • 1左东启.模型试验的理论与方法[M].北京:水利电力出版社,1984.96-136.
  • 2混凝土结构设计规范(GBJl0-89),1989.
  • 3马特弗著 符志远译.预应力混凝土压力隧洞[J].人民长江,1988,.
  • 4罗哈M,塞拉费母JL.拱坝温度应力的模型测定法[M].
  • 5Xiong De-yan,Ma Shan-ding,Fa Yi-shu.Model experiment of steel lining and reinforced concrete back penstock in the Three-Gorge Hydropower Station[J].Hydropower’97.

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