电容胶圈双密封管施工规范[11页]

电容胶圈双密封管施工规范[11页]

ID:33145701

大小:170.50 KB

页数:11页

时间:2019-02-21

电容胶圈双密封管施工规范[11页]_第1页
电容胶圈双密封管施工规范[11页]_第2页
电容胶圈双密封管施工规范[11页]_第3页
电容胶圈双密封管施工规范[11页]_第4页
电容胶圈双密封管施工规范[11页]_第5页
资源描述:

《电容胶圈双密封管施工规范[11页]》由会员上传分享,免费在线阅读,更多相关内容在教育资源-天天文库

1、个人收集整理勿做商业用途封面作者:ZHANGJIAN仅供个人学习,勿做商业用途11/11个人收集整理勿做商业用途管材、管件要求和物理性能胶圈电熔双密封聚乙烯复合管材,分增强型和普通型管材等,其规格、尺寸和公称压力按下列表采用。管材基本尺寸、偏差及公称压力公称外径(mm)公称压力(MPa)0.60.81.01.41.62.02.53.5基本尺寸极限偏差公称壁厚及极限偏差(mm)50+1.24.55.51.26.5+1.56.5+1.563+1.25.75.5+1.26.5+1.56.5+1.575+

2、1.24.55.0+1.26.0+1.26.5+1.57.0+1.590+1.44.35.45.5+1.56.0+1.57.0+1.57.0+1.5110+1.54.25.35.5+1.56.3+1.57.0+1.57.0+1.58.5+1.510.0+1.5140+1.75.46.76.0+1.57.0+1.58.0+1.58.5+1.510.0+1.511.0+1.5160+2.06.27.76.5+1.58.0+1.59.0+1.59.5+1.511.0+2.012.5+2.0200+2.3

3、7.79.67.0+1.58.5+1.59.5+1.510.5+2.012.5+2.014.0+2.2225+2.58.610.88.0+1.59.5+1.510.5+2.012.0+2.013.0+2.0250+2.59.611.910.5+2.011.0+2.012.0+2.213.5+2.215.0+2.2315+2.712.115.011.5+2.012.0+2.013.0+2.515.0+2.518.0+3.355+2.813.616.912.0+2.213.0+2.214.0+2.51

4、7.0+3.20.0+3.400+3.015.319.112.5+2.214.0+2.215.0+2.818.0+3.450+3.317.221.513.5+2.516.0+2.518.0+2.820.0+3.500+3.219.123.815.5+2.818.0+2.821.0+3.024.0+3.560+3.221.426.720.0+3.024.0+3.026.0+3.0630+3.224.130.023.0+3.027.0+3.030.0+3.011/11个人收集整理勿做商业用途710+3

5、.527.233.927.0+3.033.0+3.36.0+3.800+3.530.638.130.0+3.038.0+3.42.0+3.管件的公称压力PN胶圈电熔双密封聚乙烯复合供水管管件分为普通型管件和增强型管件,管件的不圆度应控制在公称外径的1.5%以内。管件的规格、尺寸见附录。文档来自于网络搜索管件类型管件公称外径dn(mm)≤200225250315355400450500560630710800普通型管件PN(MPa)1.61.0增强型管件PN(MPa)3.52.52.01.6胶圈电熔

6、双密封聚乙烯复合管所用增强金属丝表面应无油污、无锈斑、无灰垢等污物及无破损、无压痕等对使用有害的缺陷,金属丝的延伸率、抗拉强度、直径及其允许偏差应符合现行国家标准《胎圈用钢丝》GB/T14450的要求。芳纶纤维是一种合成有机聚合物高性能纤维,芳纶纤维强度应大于等于2500N/mm2,,断裂延伸率应大于等于3.3%。金属丝或纤维的缠绕角度范围应为53°~60°,按左旋与右旋方向交叉缠绕。金属丝的最小直径,断面最少金属丝条数见表一。文档来自于网络搜索表一复合中间层增强金属丝最小直径(mm),断面最少金

7、属丝条数(根)公称外径dn(mm)公称压力PN(MPa)1.01.41.62.02.53.5条数丝径条数丝径条数丝径条数丝径条数丝径条数丝径50―200.6260.6320.663―280.6360.6440.675―240.6360.6480.6660.690―400.6600.6800.61100.6110440.6600.6600.6840.6660.8840.8140600.6800.6800.61200.61000.81001.0160680.6960.6960.61300.61160.

8、81241.02001100.61100.81100.81400.81301.01801.22251000.81400.81400.81500.81501.02501200.81600.81600.81441.01801.03152100.82101.02101.03001.03001.23552001.02401.12401.13301.13601.24002501.03001.13001.13001.24502701.03901.13901.13901.25003401.040

当前文档最多预览五页,下载文档查看全文

此文档下载收益归作者所有

当前文档最多预览五页,下载文档查看全文
温馨提示:
1. 部分包含数学公式或PPT动画的文件,查看预览时可能会显示错乱或异常,文件下载后无此问题,请放心下载。
2. 本文档由用户上传,版权归属用户,天天文库负责整理代发布。如果您对本文档版权有争议请及时联系客服。
3. 下载前请仔细阅读文档内容,确认文档内容符合您的需求后进行下载,若出现内容与标题不符可向本站投诉处理。
4. 下载文档时可能由于网络波动等原因无法下载或下载错误,付费完成后未能成功下载的用户请联系客服处理。