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寒区模袋混凝土防护工程抗冰冻分析
引用本文:范广宇,张来红,于奎,邢国华.寒区模袋混凝土防护工程抗冰冻分析[J].黑龙江水专学报,2009,36(3):30-32.
作者姓名:范广宇  张来红  于奎  邢国华
作者单位:1. 甘南县水务局,黑龙江,甘南,162100
2. 黑龙江大学水利电力学院,哈尔滨,150086
摘    要:工程中采用模袋混凝土护坡,由于其整体性好,与冰盖冻结处的抗剪强度低,冰盖发生胀缩变形受到的约束较小,护坡不易被破坏。针对寒区模袋混凝土护坡工程,分析了抗冻胀计算方法,为工程设计提供参考。

关 键 词:寒区  模袋混凝土  防护工程  冰推力

Anti-freeze Analysis of the Bagged Concrete Protective Projection in the Cold Area
FAN Guang-yu,ZHANG Lai-hong,YU Kui,XING Guo-hua.Anti-freeze Analysis of the Bagged Concrete Protective Projection in the Cold Area[J].Journal of Heilongjiang Hydraulic Engineering College,2009,36(3):30-32.
Authors:FAN Guang-yu  ZHANG Lai-hong  YU Kui  XING Guo-hua
Affiliation:1. Water Conservancy Bureau of Gannan County, Gannan 162100, Heilongjiang,China; 2. College of Water Conservancy and Electric Power, Heilongjiang University, Harbin 150086,China )
Abstract:The bagged concrete protected-slope is used in the Hydraulic Engineering.Because of its good integritey,low shearing strength in the ice-cap freezing place and the smaller bounding force with the volume change of the ice-cap,it is not easy to destroy the protected-slop.On the bagged concrete protected-slope project in the cold area,the article has analysed the anti-freeze computational method,and has provided the reference for the engineering design.
Keywords:cold area  bagged concrete  slope protective  ice thrust
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