In order to ensure the safe operation, we carried out quality inspection and analysis on the aqueduct structure of Wangchuan River diversion project. Parameters of the aqueduct inclusive of appearance defects, concrete strength, concrete carbonization depth, and corrosion of steel reinforcement were obtained through the quality inspection. On this basis, an ANSYS finite element model was established and the internal forces of control sections of the aqueduct were analyzed. By comparing the model results with the ultimate bearing capacity of aqueduct, we conclude that the bearing capacity of aqueduct body was insufficient, and the structure needs to be reinforced.
Key words
aqueduct /
inspection /
safety /
ANSYS /
bearing capacity
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References
[1] 赵文华,陈德亮,颜其照,等. 渡槽[M].北京:水利电力出版社,1989.
[2] 孟祥敏, 孙明权. 钢筋混凝土渡槽病害及老化问题分析研究[J]. 人民黄河, 1995,(10):30-34.
[3] 楼梦麟,潘旦光,任志刚,等. 渡槽结构的抗震安全性分析[J]. 水利水电技术,2006,37(5):33-36,40
[4] 徐建国,王 博. 渡槽结构动力性能的有限元分析[J]. 郑州工业大学学报,1999,20(2):71-73.
[5] 高小翠,彭 琳. 大型预应力混凝土箱式渡槽有限元分析[J]. 中国农村水利水电,2003,(5):53-55.
[6] 李声平,彭翠玲,吴杰芳. 大型U形双渡槽结构动力分析[J]. 长江科学院院报,2005,22(4):68-71.
[7] 郑重阳,彭 辉,任德记. 南水北调中线工程泲河渡槽三维有限元分析[J]. 长江科学院院报,2013,30(5):86-91.
[8] GB 50288—99, 灌溉与排水工程设计规范[S].北京:中国计划出版社,1999.
[9] SL 191—2008, 水工混凝土结构设计规范[S].北京:中国水利水电出版社,2009.
[10]DL 5077—1997, 水工建筑物荷载设计规范[S].北京:中国电力出版社,1998.