文章摘要
李建伟, 洪振国.引水工程大流量渡槽结构型式选择Journal of Water Resources and Water Engineering[J].,2017,28(3):193-197
引水工程大流量渡槽结构型式选择
Selection of water diversion project of large flow type aqueduct structure
  
DOI:10.11705/j.issn.1672-643X.2017.03.35
中文关键词: 大流量渡槽  工程等级高  抗震设防高  结构选型  结构布置  结构计算  引水工程
英文关键词: large flow aqueduct  engineering of high grade  high seismic fortification  structure type selection  structure layout  structure caculation  water diversion project
基金项目:
Author NameAffiliation
LI Jianwei, HONG Zhenguo 云南省水利水电勘测设计研究院 云南 昆明 650021 
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中文摘要:
      针对工程等级高、过水流量大、抗震设防要求高的引水工程,渡槽结构型式选择存在工程技术难题, 根据引水工程渡槽槽墩较高、荷载大、结构断面大、沉降变形影响因素较为复杂特点,进行了渡槽支承型式、槽身截面形式、渡槽墩身的比选。结果表明:简支结构具有减少施工难度和不均匀沉降对槽体结构应力影响,简化结构受力条件,简支结构较为有利优点。空心重力墩具有节省材料,充分利用材料强度,刚度较大,墩身质量较轻,抗震能力和抗冲击强,高度较大优点,对类似工程设计具有参考意义。
英文摘要:
      Considering the water diversion project of high grade engineering, large water flow rate and high seismic fortification requirements, there are engineering technical problems of aqueduct structure. According to the characteristics of water diversion project with high pier, big load,large aqueduct structure section size, and complicated factors of settlement and deformation, the aqueduct support type, trough section form, aqueduct pier body are compared and selected, and the results show that the simple structure can reduce the difficulty of construction and uneven settlement on the stress of the tank structure, and has the advantage of simplifying the stress condition of the structure. The hollow gravity pier has the advantages of saving material, making full use of material strength, great stiffness, light pier body, high seismic capacity and impact resistance, which can be a reference to similar project design.
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