ANSI/AWWA C602-2006
现场用尺寸为4英寸(100mm)及更大的供水管水泥砂浆衬

Cement Mortar Lining of Water Pipelines in Place-4 In.(100 mm) and Larger


ANSI/AWWA C602-2006 发布历史

This standard describes the requirements for the materials and application of a cement-mortar lining to the inside surface of 4-in. (100-mm) and larger new and old steel, ductile-iron, and cast-iron water pipelines that have been previously installed, as well as related work. The application requirements are (1) that the lining of straight pipe sections and long radius bends shall be performed by a machine that progresses uniformly through the pipe, applies cement mortar against the pipe surfaces, and is provided with an attachment for mechanically troweling the mortar to obtain a smooth lining of uniform thickness with smooth transitions over joints; and (2) that the lining of bends, specials, and areas adjacent to valves shall be machine sprayed and hand troweled or, where machine placement is impractical, shall be performed manually.

ANSI/AWWA C602-2006由美国给水工程协会 US-AWWA 发布于 2006-02-12,并于 2006-08-01 实施。

ANSI/AWWA C602-2006 在中国标准分类中归属于: Q81 供水、排水器材设备。

ANSI/AWWA C602-2006 发布之时,引用了标准

* 在 ANSI/AWWA C602-2006 发布之后有更新,请注意新发布标准的变化。

ANSI/AWWA C602-2006的历代版本如下:

  • 2006年02月12日 ANSI/AWWA C602-2006 现场用尺寸为4英寸(100mm)及更大的供水管水泥砂浆衬
  • 2011年 ANSI/AWWA C602-2011 现场用输水管道的水泥砂浆衬.4 In.(100 mm)及更大

 

 

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标准号
ANSI/AWWA C602-2006
发布日期
2006年02月12日
实施日期
2006年08月01日
废止日期
中国标准分类号
Q81
发布单位
US-AWWA
引用标准
ANSI/AWWA C500 ANSI/AWWA C504 ANSI/AWWA C509 ASTM C 40 ASTM C 143 ASTM C 150 ASTM C 494 ASTM E 11
被代替标准
ANSI/AWWA C602-2000
适用范围
This standard describes the requirements for the materials and application of a cement-mortar lining to the inside surface of 4-in. (100-mm) and larger new and old steel, ductile-iron, and cast-iron water pipelines that have been previously installed, as well as related work. The application requirements are (1) that the lining of straight pipe sections and long radius bends shall be performed by a machine that progresses uniformly through the pipe, applies cement mortar against the pipe surfaces, and is provided with an attachment for mechanically troweling the mortar to obtain a smooth lining of uniform thickness with smooth transitions over joints; and (2) that the lining of bends, specials, and areas adjacent to valves shall be machine sprayed and hand troweled or, where machine placement is impractical, shall be performed manually.




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