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大型后张预应力箱梁孔道压浆施工细节管理

Details Management of Duct Grouting for Large Post-tension Prestressed Box Girders
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摘要 文章结合永定新河特大桥预应力孔道压浆的工程实践,针对预应力孔道压浆现场施工细节管理中存在的问题,从"过程控制"和"人的因素"两个方面详细阐述,并进行了有益探索。保证了后张预应力预留孔道灌浆质量。 In the light of the engineering practice of grouting of prestressed tendon ducts for Yongding New River Bridge, to tackle the problems in details management of the site for grouting of prestressed tendon ducts, the paper expounds in detail the "process control" and "human factors" and makes some useful studies, which ensured the grouting quality of post-tension prestressed tendon ducts.
出处 《中国港湾建设》 2012年第1期45-47,共3页 China Harbour Engineering
关键词 预应力孔道 压浆 现场施工 细节管理 过程控制 prestressed tendon duct pressurized grouting site construction details management process control
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参考文献3

二级参考文献3

  • 1R. D. Lapsley. Recent advances in vacuum grouting techniques and grout mix design[J]. Grouting of Post-Tensioned Structures,1991,(3-4).
  • 2Hope B.B., Ip A.K.C. Grout for post-tensioning ducts[J]. ACI Material Journal,1988,(7-8).
  • 3DGJ08-235-1999.后张预应力施工规程[S].[S].,..

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