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水力发电学报 ›› 2021, Vol. 40 ›› Issue (11): 83-90.doi: 10.11660/slfdxb.20211108

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服役期水工混凝土主动控温系统设计研究

  

  • 出版日期:2021-11-25 发布日期:2021-11-25

Research and design of active temperature control system for hydraulic concrete in service period

  • Online:2021-11-25 Published:2021-11-25

摘要: 针对服役期水工混凝土在“早期控温、后期保温”措施下温度不可控的现状,为减小表层混凝土内外温差,预防温度裂缝的发生,提出了对服役期水工混凝土进行主动控温的方法,考虑到调控过程中涉及的温湿耦合问题,以温湿应变最小原则为衡量标准,就控温系统中的控温管道埋设深度、间距及调控温度等进行了研究。研究结果表明主动控温能够有效减小环境温度骤降带来的不利应变,同时调温管道埋设深度与间距在0.3 m左右,调控温度在最大温度降幅36.5%时,调控过程中的温湿应变最小,控温效果最佳。

关键词: 主动控温, 水工混凝土, 调温管道, 温湿应变

Abstract: Temperature of hydraulic concrete in service period is not controllable under the measures of early temperature control and later thermal insulation. To reduce the temperature gradient near a concrete surface and prevent temperature cracking, we develop a method for active control of hydraulic concrete in service period. We construct a temperature control system and examine the buried depth and spacing of its temperature control pipelines and its regulated temperature, considering temperature-humidity coupling in the regulation and applying a measure based on the principle of minimizing temperature-humidity strain. The results show active temperature control can effectively reduce the adverse strain caused by a sudden drop in ambient temperature. And the best temperature control effect and lowest temperature-humidity strain are achieved at a buried depth of 0.3 m, pipe spacing of 0.3 m, and a regulated temperature drop up to 36.5%.

Key words: Active temperature control, hydraulic concrete, temperature regulating pipeline, temperature and humidity strain

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