Journal Home Online First Current Issue Archive For Authors Journal Information 中文版

Strategic Study of CAE >> 2012, Volume 14, Issue 5

Key technology research on construction for the middle tower of suspension bridge

1.CCCC Second Harbour Engineering Company Ltd., Wuhan 430040, China;

2 Key Lab of Large-span Bridge Construction Technology, Ministry of Communications, Wuhan 430040, China

Funding project:国家科技支撑计划资助项目(2009BAG15B02); 交通行业联合科技攻关项目(2008-353-332-180) Received: 2012-03-12 Available online: 2012-05-14 16:20:22.000

Next Previous

Abstract

The middle tower of Taizhou Bridge consists of deepwater caisson foundation and steel tower with herringbone shape along the longitudinal direction. The construction is complex. Based on previous study, using the technology of up-stream and down-stream anchor pier positioning and the system of information real-time monitoring ensures position and implantation. Meanwhile,control measure is used to prevent caisson sinking suddenly and extra-sinking in final stage. Erection accuracy of steel tower is very high, but adjusted segments are few. During the construction, the structure system changes frequently. To the feature, the method of whole process control based on geometric control is used in the project, which analyzed the error of manufacturing segment, linear of pre-assembled segment and erection, and accuracy management system is established uniformly. The final accuracy of erection is better than that designed. Many innovative technologies are obtained in this project, and the key technologies about construction of deepwater caisson , manufacturing and erection of steel tower are formed, which can be referred for other similar projects in the future.

Figures

图1

图2

图3

图4

图5

图6

图7

References

[ 1 ] 左明福.公路桥梁深水基础施工[J].土工基础,1999,13(2):1-5. link1

[ 2 ] 杨其良.施工中的日本明石海峡大桥[C]//中国土木工程学会全国市政工程学术交流会.1998:287-295.

[ 3 ] 刘自明,王邦楣,陈开利.桥梁深水基础[M].北京:人民交通出版社,2003.

[ 4 ] 杨宁,肖文福,吉林.泰州长江公路大桥中塔沉井定位方案研究[J].桥梁建设,2009(4):64-68. link1

[ 5 ] 南京水利科学研究院.泰州大桥中塔沉井基础施工期局部冲刷及稳定性试验研究[R].2007.

[ 6 ] 上海交通大学.沉井振动分析机理研究报告[R].2010.

[ 7 ] 华新,韩大章,周彦峰,等.三塔悬索桥人字型钢中塔选型及关键构造设计[J].中国工程科学,2010,12(4):37-42. link1

[ 8 ] 李乔,卜一之,张清华,等.大跨度斜拉桥施工全过程几何控制概论及应用[M].成都:西南交通大学出版社,2009.

Related Research