石油化工安全环保技术 ›› 2020, Vol. 36 ›› Issue (4): 25-27.

• 安全与环保设计 • 上一篇    

季节冻土地区大型敞口地下水池冻胀计算方法

高 莹,王文焘   

  1. 中国石化工程建设有限公司,北京 100101
  • 收稿日期:2020-05-06 出版日期:2020-08-20 发布日期:2021-02-02
  • 通讯作者: 高莹 E-mail: chenpengpeng8016@sina.com
  • 作者简介:高莹,女,2009 年毕业于北京工业大学土木 工程专业,主要从事结构设计工作,工程师。电话:010- 84875232

Calculation of Frost-heave Force of Large Open Underground Pool in Seasonal Frozen Soil Region

Gao Ying, Wang Wentao   

  1. SINOPEC Engineering Incorporation, Beijing, 100101
  • Received:2020-05-06 Online:2020-08-20 Published:2021-02-02
  • Contact: Gao Ying E-mail: chenpengpeng8016@sina.com

摘要: 石油化工建设中,钢筋混凝土水池同生产建设密不可分。随着经济的发展,人们对安全 和环保的要求越来越高。在季节冻土地区,工业建筑中露天敞口地下水池会受到冻胀的影响,应当引 起足够重视。以国内某石化装置中的大型雨水监控池为例,分析了季节冻土地区中敞口地下池的冻胀 受力情况,结合现有规范对普通墩基础和挡土墙的计算,给出了适合水池的计算方法。

关键词: 季节冻土, 敞口水池, 冻胀力

Abstract: In petrochemical construction, reinforced concrete pool is inseparable from production and construction. With the development of economy, people have increasingly high requirements for safety and environmental protection. In seasonal frost regions, the open underground pools tend to be affected by frost heaving and more attention should be paid to this. Taking a large rainwater monitoring pool in a domestic petrochemical plant as an example, this paper analyzes the frost heaving force of the open underground pool in frozen soil regions. Based on the calculation rules of pier foundation and retaining wall in accordance with existing code, a calculation method suitable for the pool is presented.

Key words: seasonal frozen soil, open pool, frostheave force