THE CONSTRUCTION MONITORING TECHNIQUE OF CAST-IN-SITU CANTILEVER RIGID FRAME BRIDGE

Guo Yuping; Lou Shengjia

doi:10.13204/j.gyjz201005020

Volume 40 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(5): 95-99

Guo Yuping, Lou Shengjia. THE CONSTRUCTION MONITORING TECHNIQUE OF CAST-IN-SITU CANTILEVER RIGID FRAME BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 95-99. doi: 10.13204/j.gyjz201005020

Citation:

Guo Yuping, Lou Shengjia. THE CONSTRUCTION MONITORING TECHNIQUE OF CAST-IN-SITU CANTILEVER RIGID FRAME BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 95-99. doi: 10.13204/j.gyjz201005020

Guo Yuping, Lou Shengjia. THE CONSTRUCTION MONITORING TECHNIQUE OF CAST-IN-SITU CANTILEVER RIGID FRAME BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 95-99. doi: 10.13204/j.gyjz201005020

Citation:

Guo Yuping, Lou Shengjia. THE CONSTRUCTION MONITORING TECHNIQUE OF CAST-IN-SITU CANTILEVER RIGID FRAME BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 95-99. doi: 10.13204/j.gyjz201005020

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THE CONSTRUCTION MONITORING TECHNIQUE OF CAST-IN-SITU CANTILEVER RIGID FRAME BRIDGE

doi: 10.13204/j.gyjz201005020

Guo Yuping¹,
Lou Shengjia²

1.
1. China No.1 Metallurgical Construction Co,Ltd,Wuhan 430080,China;
2.
2. Zhengzhou Highway Administration Bureau,Zhengzhou 450000,China

Received Date: 2009-05-15
Publish Date: 2010-05-20

Abstract

Abstract

The construction monitoring method of cast-in-situ cantilever rigid frame bridge is introduced，which includes structure analysis，data collection in field，parameter identification，model modifying and construction instruction. By data cellection in field，model modifying，command-giving，the designing status of the bridge is guaranteed. Taking the Dapo Guijiang bridge of Majiang-Wuzhou Expressway Project for example，it is introduced the monitoring method. The measured data show that excellent effect has been got by the monitoring method.
- cast-in-situ cantilever,
- finite element method,
- parameter identification,
- construction monitoring,
- deflection,
- stress

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References(4)

References

[2] 黄建跃，王树林. 大跨度连续刚构桥施工主梁变形监测的必要性与方法[J]. 桥梁建设，2003(1) :48-51.

武芳文，方辉，赵雷. 大跨度连续刚构桥施工阶段应力监测分析[J]. 铁道建筑，2005(9) :6-8.

[3] 彭东黎，余钱华. 大跨高墩连续刚构桥施工期主梁变形监测[J]. 公路与汽车，2006，112:109-111.

[4] 彭福明，张新山，张宁，等. 新增钢梁与混凝土结构连接节点的有限元分析[J]. 工业建筑，2009，39(7) :115-117.

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