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高频振荡钢丝网水泥砂浆修补大坝防渗面板 被引量：3

Repairing dam watertight facing with high frequency oscillation ferrocement mortar
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摘要 诸暨五泄水库最大坝高４３．２ｍ，浆砌石重力坝，经多年运行，大坝防渗面板多处开裂，采用高频振荡钢丝网水泥砂浆修补。对高频振荡钢丝网水泥砂浆防渗面板设计、施工工艺及参数作了论述。
作者 周久先 张仲透
机构地区 诸暨市水利水电局
出处 《浙江水利科技》 2002年第1期41-42,共2页 Zhejiang Hydrotechnics
关键词 防渗面板 钢丝钢水泥砂浆 高频振荡 大坝 诸暨五泄水库 施工工艺 基面 单元块 伸缩缝
分类号 TV641.321 [水利工程—水利水电工程]
  • 相关文献

参考文献2

二级参考文献20

  • 1[2]ACI Committee 549 (ACI549 -88R), State -of-the-art report on ferrocement[ R]. American Concrete Institute, Dctroit, 1998, 24 pp.
  • 2[3]ACI Committee 549 (AC1549. I -88R) ,Guide for the Design, Construction, and Repair of Ferrocement[ S]. American Concrete Institute, Detroit, 1998, 27 pp.
  • 3[4]Paramsivam P, Ong K C C & Lim C T E. Ferrocement laminates for strengthening RC T - beams[ J]. Cement & Concrete Composites, 1994,16:143 - 152.
  • 4[5]金成勋,金明观,刘成权,金洪培. The evaluation on ductility of RC slab structure reinforced by stainless steel wire Mdsh[ R]. RC -System Co. , Ltd.
  • 5[6]Dinardo C & Ballingall J R. Major concrete repairs and restoration of factory structures - Uniroyal Ltd., Dunfries, Scotland [ J ]. The Strutural Engineer, 1998,66(10) :151 - 160.
  • 6[7]Romualdi J P. Ferrocement for infrastructure rehabilitation[J]. Concrete International: Design and Construction, 1987,9(9) :24 -28.
  • 7[8]Iorus M. Laminated ferrocement for better repair[ J ]. Concrete International: Design and Construction, 1987,9 (9): 34 - 38.
  • 8[13]Andrews G & Sharma A K. Repaired reinforced concrete beams[ J]. Concrete Intemational: Design and Construction, 1998,20(4): 47 -57.
  • 9[14]Lim C T E. Flexural strengthening of RC beams using ferrocement laminates[ D]. National University of Singapore, 1995, 149.
  • 10[15]Ong K C C, Paramasivam P & Lim C T E. Flexural strengthening of reinforced concrete beams using ferrocement laminate[ J ]. Journal of Ferrocement, 1992,2(24) :331 -342.

共引文献37

同被引文献23

  • 1[2]ACI Committee 549 (ACI549 -88R), State -of-the-art report on ferrocement[ R]. American Concrete Institute, Dctroit, 1998, 24 pp.
  • 2[3]ACI Committee 549 (AC1549. I -88R) ,Guide for the Design, Construction, and Repair of Ferrocement[ S]. American Concrete Institute, Detroit, 1998, 27 pp.
  • 3[4]Paramsivam P, Ong K C C & Lim C T E. Ferrocement laminates for strengthening RC T - beams[ J]. Cement & Concrete Composites, 1994,16:143 - 152.
  • 4[5]金成勋,金明观,刘成权,金洪培. The evaluation on ductility of RC slab structure reinforced by stainless steel wire Mdsh[ R]. RC -System Co. , Ltd.
  • 5[6]Dinardo C & Ballingall J R. Major concrete repairs and restoration of factory structures - Uniroyal Ltd., Dunfries, Scotland [ J ]. The Strutural Engineer, 1998,66(10) :151 - 160.
  • 6[7]Romualdi J P. Ferrocement for infrastructure rehabilitation[J]. Concrete International: Design and Construction, 1987,9(9) :24 -28.
  • 7[8]Iorus M. Laminated ferrocement for better repair[ J ]. Concrete International: Design and Construction, 1987,9 (9): 34 - 38.
  • 8[13]Andrews G & Sharma A K. Repaired reinforced concrete beams[ J]. Concrete Intemational: Design and Construction, 1998,20(4): 47 -57.
  • 9[14]Lim C T E. Flexural strengthening of RC beams using ferrocement laminates[ D]. National University of Singapore, 1995, 149.
  • 10[15]Ong K C C, Paramasivam P & Lim C T E. Flexural strengthening of reinforced concrete beams using ferrocement laminate[ J ]. Journal of Ferrocement, 1992,2(24) :331 -342.

引证文献3

二级引证文献39

浙江水利科技
2002年 第1期

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