Source Journal for Chinese Scientific and Technical Papers
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Volume 40 Issue 3
Dec.  2014
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Article Contents
Tao Honglin, Zhuang Lei. CONSTRUCTION TECHNOLOGY OF MASS CONCRETE FOR CUSHION CAP AND COLUMN BASE OF SHANGHAI YANGTZE RIVER TUNNEL AND BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 144-148,70. doi: 10.13204/j.gyjz201003031
Citation: Tao Honglin, Zhuang Lei. CONSTRUCTION TECHNOLOGY OF MASS CONCRETE FOR CUSHION CAP AND COLUMN BASE OF SHANGHAI YANGTZE RIVER TUNNEL AND BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 144-148,70. doi: 10.13204/j.gyjz201003031

CONSTRUCTION TECHNOLOGY OF MASS CONCRETE FOR CUSHION CAP AND COLUMN BASE OF SHANGHAI YANGTZE RIVER TUNNEL AND BRIDGE

doi: 10.13204/j.gyjz201003031
  • Received Date: 2009-08-19
  • Publish Date: 2010-03-20
  • The controls of materials,pouring and temperature are used for mass concrete construction for cushion cap and column base of Shanghai Yangtze River Tunnel and Bridge. Among them,temperature control is the critical technology to control the mass concrete cracking,and to ensure the quality of concrete?construction,while burying cooling water pipe in concrete is the effective measure to lower the temperature of concrete hydration heat at early age. Better results are got during construction,which provides a reference for similar projects.
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