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超长砼结构温度收缩裂缝的成因及防治措施浅析
引用本文:赵新伟,王华. 超长砼结构温度收缩裂缝的成因及防治措施浅析[J]. 林业科技情报, 2009, 41(3): 32-33
作者姓名:赵新伟  王华
作者单位:黑龙江农垦勘测设计研究院;黑龙江建三江前进农场
摘    要:根据笔者的设计实践,简析了温度收缩裂缝的成因和基本特点,提出了防止和减轻超长砼结构温度收缩裂缝的设计措施。其中重点介绍了超长砼结构温度后浇带的设置。

关 键 词:超长砼结构  温度  收缩  裂缝  后浇带设计  措施

Causation And Prevention Measure Of Temperature Shrinkage Crack In Longer Concrete Structure
Zhao Xinwei,Wang Hua. Causation And Prevention Measure Of Temperature Shrinkage Crack In Longer Concrete Structure[J]. Forestry Science and Technology Information, 2009, 41(3): 32-33
Authors:Zhao Xinwei  Wang Hua
Affiliation:Zhao XinweiWang Hua(Agriculture Setdement Reconnaissance Design And Research Institute Of Heilongjiang Province)(Qianjin Farm Of Heilongjiang Province)
Abstract:According to the author's design practice, this paper analyzes the causation and base characteristics of temper- ature shrinkage crack, puts forward design measures of preventing and reducing temperature crack in longer concrete structure. It also introduces the setting of temperature later casing zone.
Keywords:longer concrete structure  temperature  shrinkage  crack  later casing zone design  measure
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