摘要
建立了变温与均匀内水压力、土压力、管身自重及管内水重联合作用下的坝下涵管纵向拉力、纵向弯矩计算方法,导出了坝下涵管伸缩缝间距与轴向抗裂验算计算公式。
With effect of temperature change, inner water pressure, soil pressure, deadweight and water weight, the calcu- lation method on longitudinal inner force and flexural moment of embedded pipe below dam was established and the for- mulas of space design of expansion joints and crack resistance check were derived.
出处
《大坝与安全》
2012年第1期16-18,26,共4页
Dam & Safety
基金
江西省水利厅科技项目(KT201130)
关键词
坝下涵管
纵向内力
伸缩缝
embedded pipe below dam
longitudinal inner force
expansion joint