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真空辅助压浆技术在预制节段拼装连续梁桥中的实践
引用本文:杨绍斌,黄丰,郑洪杰. 真空辅助压浆技术在预制节段拼装连续梁桥中的实践[J]. 铁道建筑技术, 2006, 0(5): 66-68
作者姓名:杨绍斌  黄丰  郑洪杰
作者单位:中交第二航务工程局,武汉,430014
摘    要:结合苏通大桥75 m连续预制节段拼装的工程实践,介绍了真空辅助压浆原理、压浆浆体的技术要求、预应力管道的密封措施以及真空辅助压浆的施工工艺。

关 键 词:连续梁桥预制  真空辅助压浆  技术要求  施工工艺
文章编号:1009-4539(2006)05-0066-03
修稿时间:2006-06-16

Application of Vacuum Mud-Jacking Technique in Assembling Continuous Beam Bridge with Precast Sections
Yang Shaobin,Huang Feng,Zheng Hongjie. Application of Vacuum Mud-Jacking Technique in Assembling Continuous Beam Bridge with Precast Sections[J]. Railway Construction Technology, 2006, 0(5): 66-68
Authors:Yang Shaobin  Huang Feng  Zheng Hongjie
Abstract:In light of the assembly of continuous precast sections in Suzhou-Nantong Yangtze River Bridge,the author introduces the principles of vacuum-support mud jacking,the technical requirements of the jacking mud,sealing measures of prestressed pipeline and the vacuum-supported mud jacking technology.
Keywords:precast of continuous beam bridge  vacuum-supported mud jacking  technical requirement  engineering technology
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