高拱坝混凝土施工与钢衬安装仿真分析研究  

Research on Simulation of High Arch Dam Concrete Construction and Steel Lining Installation

作　　者：刘金飞[1] 尹习双[1] 李仁江[2] 邱向东[1] 何友忠[1] 

机构地区：[1]中国水电顾问集团成都勘测设计研究院,四川成都610072 [2]中国长江三峡工程开发总公司,湖北宜昌443133

出　　处：《四川水力发电》2013年第2期96-99,101,共5页Sichuan Hydropower

摘　　要：在高拱坝泄洪孔钢衬安装与坝体混凝土浇筑交叉施工时,起重设备、空间位置、施工资源等方面均存在干扰。详细分析了高拱坝钢衬施工工艺流程,研究了钢衬安装与混凝土浇筑的干扰机制,提出了考虑钢衬安装施工干扰的高拱坝混凝土施工仿真方法。该方法在某高拱坝钢衬安装方案优选和混凝土进度控制中发挥了重要作用。When steel lining installation in spillway tunnel of high arch dam and dam body concrete placement are intersecting,interference happens in terms of hoisting equipment,space location and construction resources.In this paper,steel lining construction technique for high arch dam are analyzed in detail,interference mechanism between steel lining installation and concrete placement is researched and high arch dam concrete construction simulation is presented taking consideration of steel lining installation construction interference.This method plays an important role in steel lining installation option optimization and concrete construction process control in high arch dam.

关 键 词：高拱坝 钢衬安装 施工仿真 进度控制 

分 类 号：TV642.4[水利工程—水利水电工程]