文章摘要
孙 翔, 尹延飞, 庞文占, 王 军, 周学友.湍河渡槽槽身预应力施工技术应用及效果评价Journal of Water Resources and Water Engineering[J].,2015,26(4):153-158
湍河渡槽槽身预应力施工技术应用及效果评价
Application of prestressing construction technology of aqueduct above Tuanhe river and effect evaluation
  
DOI:10.11705/j.issn.1672-643X.2015.04.029
中文关键词: 预应力张拉  施工工艺  效果评价  湍河渡槽
英文关键词: prestressed stretching  construction technology  effect evaluation  Tuanhe river aqueduct
基金项目:南水北调中线干线工程建设管理局科技项目(ZXJJ201242)
Author NameAffiliation
SUN Xiang1, YIN Yanfei1, PANG Wenzhan2, WANG Jun1, ZHOU Xueyou1 (1.南水北调中线干线工程建设管理局 河南直管项目建设管理局 河南 郑州 4500042.葛洲坝集团第一工程有限公司 湖北 宜昌 443002) 
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中文摘要:
      根据湍河渡槽原型试验槽试验数据,研究了湍河大跨度薄壁U型渡槽工程双向预应力张拉施工工艺,提出了详细的、可操作性的预应力张拉、灌浆和封锚的施工工艺,并结合湍河渡槽的安全监测数据对张拉效果进行评价。结果表明:采用该施工工艺可以满足渡槽质量控制要求,对同类渡槽工程预应力张拉的设计施工具有一定的借鉴意义。
英文摘要:
      According to the result of Tuanhe river aqueduct prototype test,the paper studied strain construction technology of two-way prestressed of thin-wall concrete U-type structure across Tuanhe river. It also proposed the detail and operative construction technology of prestressed stretching; grouting and sealing anchor.Combining the data of safety monitoring of aqueduct,it evaluated the strain effect.The results showed that the construction process can meet the quality control requirements of aqueduct and has certain reference significance for the design and construction of similar prestressing aqueduct projects.
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