首页 | 本学科首页   官方微博 | 高级检索  
     

陆阴塘冲沟钢桁架跨越结构顶推法施工技术研究
引用本文:王令群,黄林青,陈明政.陆阴塘冲沟钢桁架跨越结构顶推法施工技术研究[J].重庆科技学院学报(自然科学版),2009,11(4):81-83,129.
作者姓名:王令群  黄林青  陈明政
作者单位:1. 中原油田普光分公司工程管理部,达州,636150
2. 重庆科技学院,重庆,401331
摘    要:讨论了中国石化普光气田P305-P304站21-22桩167.5m跨度钢桁架跨越结构制作、安装及放送过程中的关键技术问题.研究结果表明,在该钢桁架跨越结构施工过程中使用顶推法的方案是安全可行的.

关 键 词:钢桁架  跨越结构  顶推法

Research on Incremental Launching Method of Steel Truss Cross-structure in Luyintang Gully
WANG Ling-qun,HUANG Lin-qing,CHEN Ming-zheng.Research on Incremental Launching Method of Steel Truss Cross-structure in Luyintang Gully[J].Journal of Chongqing University of Science and Technology:Natural Science Edition,2009,11(4):81-83,129.
Authors:WANG Ling-qun  HUANG Lin-qing  CHEN Ming-zheng
Affiliation:WANG Ling-qun1 HUANG Lin-qing 2 CHEN Ming-zheng2(1.Engineering Management Department,Zhongyuan Oil Field Puguang Branch,Dazhou 636150,2.Chongqing University of Science , Technology,Chongqing 401331)
Abstract:Incremental launching method was often used in concrete continuous beam bridge.In this paper,the key technical problems to manufacture,installation,launch of steel truss cross-structure in P305-P304 station 21-22 pile,Puguang gasfield of Sinopec were discussed,the width of span of which were 167.5m.Through the analysis,incremental launching method used in the work progress of this steel truss cross-structure was safe and feasible.
Keywords:steel truss  cross-structure  incremental launching method  
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