首页 | 本学科首页   官方微博 | 高级检索  
     

索风营水电站大坝混凝土温度控制
引用本文:李重用,潘德辉.索风营水电站大坝混凝土温度控制[J].贵州水力发电,2006,20(4):32-36.
作者姓名:李重用  潘德辉
作者单位:1. 国防科技大学信息系统管理学院,湖南,长沙,410073
2. 索风营水电站工程捌玖联营体,贵州,修文,550215
摘    要:索风营水电站大坝为碾压混凝土重力坝,最大坝高115.8 m,为了防止该大坝产生混凝土温度裂缝,负责施工的捌玖联营体在大坝碾压混凝土温度控制上不断探索,提出了相对温度的概念,并采取多种温度控制方式对碾压混凝土浇筑前的温度进行过程控制,以及采用全断面预埋冷却水管对碾压混凝土浇筑前的温升进行有效削峰等措施,很好地控制了碾压混凝土的内外温差与最高温度,满足了大坝混凝土施工的要求,确保了大坝混凝土浇筑的连续上升。

关 键 词:水利水电工程施工  大坝混凝土  温度控制  索风营水电站
文章编号:1007-0133(2006)04-0032-05
收稿时间:2006-06-14
修稿时间:2006年6月14日

Temperature Control of Concrete for Dam of Suofengying Hydropower Station
LI Zhong-yong,PAN De-Hui.Temperature Control of Concrete for Dam of Suofengying Hydropower Station[J].Guizhou Water Power,2006,20(4):32-36.
Authors:LI Zhong-yong  PAN De-Hui
Abstract:The dam of Suofengying Hydropower Station is rolling-compacting concrete gravity one with height of 115.8 m.In order to prevent dam from cracking in concrete resulting from temperature,the engineer presented the concept of relative temperature after long study.In construction,some methods of temperature control were adopted for controlling the temperature of rolling-compacting concrete before it was placed.And the measure that pre-embedded cooling water pipe in full section also was adopted for cutting down the temperature of concrete after it was placed.All these measures had controlled the temperature quite well,met the requirement of dam concrete construction and ensured that the placement of dam concrete could construct smoothly.
Keywords:conservancy and hydropower engineering construction  concrete for dam  temperature control  Suofengying Hydropower Station
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号