三峡工程大坝设计

三峡工程大坝为混凝土重力坝，坝顶高程185m，最大坝高181m，坝轴线全长2309．5m，分为泄洪坝段、厂房坝段、非溢流坝段、升船机坝段、临时船闸坝段、左导墙坝段和纵向围堰坝段。笔者着重从泄洪建筑物水力学、坝体分缝、电站引水压力管道布置及结构形式、坝基深层抗滑稳定、临时船闸封堵、坝基封闭抽排等方面对大坝结构设计进行了简要介绍。...

Full description

Saved in:
Bibliographic Details
Published in中国工程科学 Vol. 13; no. 7; pp. 70 - 77
Main Author 王小毛 徐麟祥 廖仁强
Format Journal Article
LanguageChinese
Published 中国工程院战略咨询中心 01.07.2011
高等教育出版社有限公司
长江水利委员会长江勘测规划设计研究院,武汉,430010
Subjects
三峡工程
大坝
设计
大坝
设计
三峡工程
Online AccessGet full text
ISSN1009-1742
2096-0034
DOI10.3969/j.issn.1009-1742.2011.07.012

Cover

More Information
Summary:三峡工程大坝为混凝土重力坝，坝顶高程185m，最大坝高181m，坝轴线全长2309．5m，分为泄洪坝段、厂房坝段、非溢流坝段、升船机坝段、临时船闸坝段、左导墙坝段和纵向围堰坝段。笔者着重从泄洪建筑物水力学、坝体分缝、电站引水压力管道布置及结构形式、坝基深层抗滑稳定、临时船闸封堵、坝基封闭抽排等方面对大坝结构设计进行了简要介绍。
Bibliography:Three Gorges Project ; dam ; design
Wang Xiaomao, Xu Linxiang, Liao Renqiang （ Changjiang Institute of Survey, Planning, Design and Research, Changjiang Water Resources Commission,Wuhan 430010, China）
11-4421/G3
The dam of Three Gorges Project is a concrete gravity dam with the crest elevation of 185 m, the maximum height of 181 m and dam axis length of 2 309.5 m. The dam consists of spillway, powerhouse, non-over-flow, ship-lift, temporary ship-lock, left diversion wall and longitudinal cofferdam sections. Some key techniques relating to dam structure design are presented, including hydraulics of flood discharge structure, joint design, lay- out and structural style of penstock, deep anti-sliding stability of dam foundation, sealing of temporary ship-lock and closed drainage and pumping of dam foundation.
ISSN:1009-1742
2096-0034
DOI:10.3969/j.issn.1009-1742.2011.07.012