南京林业大学学报(自然科学版) ›› 2006, Vol. 30 ›› Issue (02): 119-121.doi: 10.3969/j.jssn.1000-2006.2006.02.028

• 研究简报 • 上一篇    下一篇

超长混凝土结构的无缝设计与施工

孙敦本   

  1. 南京林业大学土木工程学院, 江苏 南京 210037
  • 出版日期:2016-04-18 发布日期:2016-04-18

No-seam Design and Construction of Super-length Concrete Structure

SUN Dun-ben   

  1. College of Civil Engineering Nanjing Forestry University, Nanjing 210037, China
  • Online:2016-04-18 Published:2016-04-18

摘要: <正>以五味子叶柄、叶片、根和茎为试材进行冰冻切片,过程简单有效且所得图版清晰,在1天内即可获得高质量图片。其关键步骤是选择合适的甘油浓度、切片时的温度及展片技术。

Abstract: Super-length concrete structure would be acted by large temperature stress in the varied temperature during construction. The stress could cause contracting cracks. To prevent or reduce contracting cracks of concrete plate, prestress produced by expansive concrete in structure is used to resist tensile stress in structure by concrete contraction. Concrete plate can be casted continually due to setting up expansive reinforce concrete tape instead of latercast concrete tape. In this paper,a practical engineering is analyzed according to this theory.

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