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铜陵路桥主塔混凝土承台温度控制措施与效果分析
引用本文:李云龙. 铜陵路桥主塔混凝土承台温度控制措施与效果分析[J]. 安徽建筑, 2007, 14(5): 143-143,149
作者姓名:李云龙
作者单位:安徽省港航勘测设计院,安徽,合肥,230011
摘    要:混凝土凝固时发生水化反应释放热量,当混凝土结构尺寸超过一定限度时,混凝土内部热量不易及时散发,造成内外较大温度差,产生温度应力,导致混凝土开裂。文章以具体工程案例,通过温度分析,采取温度控制技术,有效地避免了混凝土裂缝出现,保证了工程质量。

关 键 词:大体积混凝土  温度控制  水管冷却
文章编号:1007-7359(2007)05-0143-02
修稿时间:2007-06-29

Temperature Control in Bridge Tower Concrete Platform Construction and the Effect Analysis
Li Yunlong. Temperature Control in Bridge Tower Concrete Platform Construction and the Effect Analysis[J]. Anhui Architecture, 2007, 14(5): 143-143,149
Authors:Li Yunlong
Abstract:Hydration reaction will release large amount of heat in concrete setting. When concrete structure is large to a certain extend, the heat generated inside cannot be easily distributed and temperature stress due to large temperature difference will lead to concrete cracking. Temperature analysis and temperature control introduced in the article can effectively avoid concrete cracking and guarantee the engineering quality.
Keywords:mass concrete    temperature control    water pipe cooling
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