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防止寒冷地区机场水泥混凝土道面冻胀问题的施工措施
引用本文:史保华,;梅平,;刘远飞,;杨新泉.防止寒冷地区机场水泥混凝土道面冻胀问题的施工措施[J].筑路机械与施工机械化,2014(10):62-65.
作者姓名:史保华  ;梅平  ;刘远飞  ;杨新泉
作者单位:[1]空军工程大学工程学院,陕西西安710038; [2]空军第一建筑工程安装总队,北京100076; [3]兰州军区空军后勤部军教处,甘肃兰州730020
摘    要:为了保证寒冷地区机场水泥混凝土道面的施工质量,在对道面容易发生的冻胀、翻浆和冻融等破坏问题的原因进行系统分析,在此基础上,不但从施工气温、保温措施等基本要求方面提出了施工对策,而且从土方工程施工、混凝土道面工程施工等方面提出了具体措施,可为同类施工项目提供借鉴。

关 键 词:寒冷地区  机场施工  水泥混凝土道面  冻胀

Prevention of Frost Heave Damage to Airport Pavement in Cold Region
Institution:SHI Bao-hua , MEI Ping , LIU Yuan-fei, YANG Xin-quan (1. School of Engineering, Air Force Engineering University, Xi'an 710038, Shaanxi, China; 2. First Installation Team of Architectural Engineering of Air Force, Beijing 100076, China; 3. Military Teaching Department of Air Force Logistics Department of Lanzhou Military Area Command, Lanzhou 730020, China;)
Abstract:In order to make sure of the construction quality airport pavement in cold region, the reasons why damages like frost heave and boiling and freeze-thaw occur so commonly were analyzed, based on which protections were made to ensure that air temperature fits for construction, and measures for earth engineering and concrete pavement engineering were proposed specifically.
Keywords:cold region  airport eonstruction  cement concrete pavement  frost heave
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