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水工有压隧洞衬砌伸缩缝间距设计新法

A new design method of spacing of expansion joints with the Iining of hydraulic pressure tunnel

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【作者】 蔡晓鸿

【Author】 Cai Xiaohong(Jian Hydroelectric Power Design Instftute,Jiangxi Province Jian 343000)

【机构】 江西省吉安地区水利水电规划设计院

【摘要】 根据对流换热边界条件下的水工压力隧洞温度分布规律,建立了考虑变温和内水压力联合作用下的隧洞衬砌、围岩应力计算法,绘出了水工有压隧洞衬砌伸缩缝间距计算公式。所获结果,可供设计人员参考。

【Abstract】 In this paper,a computational method of the tunnels,lining and thestress of surrounding rock is established by using the temperature distributionlaw of the hydraulic pressure tunnel under the boundary condition of the exchangeheat.cnvection, considered the combined action of the temperatur.variation andinternal water pressure . Besides, a calculated formula of the spacing of expan-sion joints with the ling of hydraraulic pressure tunnel is given.The result is available for reference to designer。

【关键词】 有压隧洞衬砌伸缩缝
【Key words】 Pressure tunnelLiningExpansion joints
  • 【文献出处】 江西水利科技 ,JIANGXI HYDRAULIC SCIENCE & TECHNOLOGY , 编辑部邮箱 ,1994年04期
  • 【分类号】TV732.3
  • 【被引频次】7
  • 【下载频次】76
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