丹江口大坝加高新老混凝土结合面工程措施数值分析

长江科学院院报 ›› 2012, Vol. 29 ›› Issue (3): 67-71.

丹江口大坝加高新老混凝土结合面工程措施数值分析

陕亮 ^1a,1b,2 ，徐跃之 ^1a,1b

1.长江科学院 a.材料与结构研究所；b.水工程安全与病害防治工程技术研究中心，武汉 430010；2.武汉大学土木建筑工程学院，武汉 430072

收稿日期:2011-12-14 出版日期:2012-03-01 发布日期:2012-03-01
作者简介:陕亮(1976-),男，湖北公安人，高级工程师，博士研究生，主要从事大体积混凝土温控研究
基金资助:
“十一五”国家科技支撑计划重大项目（2006BAB04A01）

Numerical Analysis on Measures for Bonding Interface Between Fresh and Hardened Concrete in Heightening Project of Danjiangkou Dam

SHAN Liang ^1,2，XU Yue-zhi ¹

1.Yangtze River Scientific Research Institute, Wuhan 430010,China；2.School of Civil and Architectural Engineering, Wuhan University, Wuhan 430072, China

Received:2011-12-14 Published:2012-03-01 Online:2012-03-01

摘要/Abstract

摘要： 结合丹江口大坝加高工程2坝段施工过程，采用三维非线性有限元方法，研究新老混凝土结合面间设置键槽及锚筋的工程措施对新老混凝土结合状态的影响。研究认为：新老混凝土结合面能有效传力，设置键槽后新老坝体的变形协调性更好，设置锚筋能进一步加强新老坝体的联系。在年气温水温变化影响下，新老混凝土间的联系越强，对上游坝踵越不利。

Abstract: Based on the heightening construction of No.2 dam section of Danjiangkou dam, we analyze the effect of key grooves and anchor bars on the bonding interface between fresh and hardened concrete through 3D non-linear finite element simulation computation. The results show that setting key grooves on the surface between fresh and hardened concrete can transfer force effectively and facilitate the coordination of dam deformation. Anchor bar can further strengthen the links between fresh and hardened concrete. Due to annual variation of atmospheric temperature and water temperature, tighter links between fresh and hardened concrete are disadvantageous to the tensile stress at upstream dam heel.

中图分类号:

TV311

陕亮, 徐跃之. 丹江口大坝加高新老混凝土结合面工程措施数值分析[J]. 长江科学院院报, 2012, 29(3): 67-71.

SHAN Liang, XU Yue-Zhi. Numerical Analysis on Measures for Bonding Interface Between Fresh and Hardened Concrete in Heightening Project of Danjiangkou Dam[J]. Journal of Changjiang River Scientific Research Institute, 2012, 29(3): 67-71.