| 大体积混凝土温度裂纹的控制 |
| |
| 引用本文： | 张少锋. 大体积混凝土温度裂纹的控制[J]. 土工基础, 2002, 16(2): 31-33 |
| |
| 作者姓名： | 张少锋 |
| |
| 作者单位： | 中铁大桥局集团第一工程公司，郑州 450053 |
| |
| 摘 要： | 官厅湖特大桥大体积承台混凝土的施工中 ,不设置降温水管 ,仅从混凝土本身组成和配合比以及施工后的养护措施两方面加以控制 ,解决较大体积混凝土施工中易于出现的裂纹问题 ,同时也降低成本 ,获得较好的经济效果 ,值得在以后的施工中加以推广和借鉴
|
| 关 键 词： | 温度裂缝 大体积混凝土 有效措施 |
| 文章编号： | 1004-3152(2002)02-0031-03 |
| 修稿时间： | 2002-01-10 |
Control of Temperature Cracks in Bulky Concrete |
| |
| Zhang Saofeng. Control of Temperature Cracks in Bulky Concrete[J]. Soie Engineering and Foundation, 2002, 16(2): 31-33 |
| |
| Authors: | Zhang Saofeng |
| |
| Abstract: | In the construction of extra large concrete bearing platform of Guangting Lake Bridge,no temperatuze relief pipes were installed.Only two mearases i.e. the comparction and curing after placement were taken.With such measuzes the cracks likely appear during placement can be avoided,the cost can be lower and a betten economical effect can be obtained.It would be a very suggestive for concrete construction. |
| |
| Keywords: | temperature crack bulkey concrete effective mearuze |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
