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390MW燃机基础大体积混凝土施工关键技术
引用本文:王慧,程瑞杰,赵洋. 390MW燃机基础大体积混凝土施工关键技术[J]. 混凝土, 2011, 0(9): 135-137. DOI: 10.3969/j.issn.1002-3550.2011.09.042
作者姓名:王慧  程瑞杰  赵洋
作者单位:1. 华北水利水电学院,河南郑州,450011
2. 武汉凯迪电力工程有限公司,湖北武汉,430223
摘    要:结合某燃气电站基础大体积混凝土的施工,介绍了钢筋绑扎、模板安装、预埋件埋设、混凝土浇筑阶段的主要技术措施.通过合理选材、降低浇筑温度、加强养护和温度监测等手段,对混凝土内外温差进行控制,避免了有害裂缝的产生.工程实践表明:采取上述施工方法能够确保工程质量,是安全有效的.

关 键 词:基础  大体积混凝土  裂缝  温度监测

Key construction technique of mass concrete for 390 MW gas turbine foundation
WANG Hui,CHENG Rui-jie,ZHAO Yang. Key construction technique of mass concrete for 390 MW gas turbine foundation[J]. Concrete, 2011, 0(9): 135-137. DOI: 10.3969/j.issn.1002-3550.2011.09.042
Authors:WANG Hui  CHENG Rui-jie  ZHAO Yang
Affiliation:WANG Hui 1,CHENG Rui-jie 2,ZHAO Yang 1 (1.North China University of Water Conservancy and Hydroelectric Power,Zhengzhou 450011,China,2.Wuhan Kaidi Electric Power Engineering Co.,Ltd.,Wuhan 430223,China)
Abstract:Combined with the mass concrete construction of a gas turbine plant foundation,the main construction measures such as assembling reinforcements,installing templates,inbuilding embedded parts and concreting were introduced.The temperature differences between internal and external concrete were controlled and the damaged cracks were avoided by choosing reasonable materials,decreasing the casting temperature,cur-ing concrete and monitoring temperature,et al.Engineering practices show that those construction me...
Keywords:foundation  mass concrete  crack  temperature monitoring  
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