Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
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Volume 40 Issue 10
Dec.  2014
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Article Contents
Sheng Xingwang, Liu Haitao. RESEARCH ON THE KEY TECHNOLOGIES OF JINGHANG GRAND CANAL CONTINUOUS BEAM’S CONSTRUCTION MONITORING ON SHANGHAI-NANJING INTERCITY RAILWAY[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 26-30,40. doi: 10.13204/j.gyjz201010007
Citation: Sheng Xingwang, Liu Haitao. RESEARCH ON THE KEY TECHNOLOGIES OF JINGHANG GRAND CANAL CONTINUOUS BEAM’S CONSTRUCTION MONITORING ON SHANGHAI-NANJING INTERCITY RAILWAY[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 26-30,40. doi: 10.13204/j.gyjz201010007

RESEARCH ON THE KEY TECHNOLOGIES OF JINGHANG GRAND CANAL CONTINUOUS BEAM’S CONSTRUCTION MONITORING ON SHANGHAI-NANJING INTERCITY RAILWAY

doi: 10.13204/j.gyjz201010007
  • Received Date: 2010-05-21
  • Publish Date: 2010-10-20
  • Construction monitoring has been widely used in long-span bridges construction of high-speed railway.Combining with the construction monitoring of Jinghang Grand Canal(75 + 125 + 75)m prestressed continuous beam,it is introduced some key technologies and application methods of the deformation control and stress control,including: setting of the camber,determination of the bailey truss deformation,deformation prediction based on probability analysis,stress analysis of sensor data,analysis of temperature effect and controlling method,etc.it is done a calculation of concrete continuous beam deformation control.It is proved by construction practice that the monitoring results are satisfactory,which show the reliability and applicability of this monitoring method,which also provides a reference for similar bridge construction.
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