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《DB11 T053-2015雨水井箅结构、安全技术规范》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、ICS91.140.80备案号:47593-2015DB11Q81北京市地方标准DB11/T053—2015代替DB11/053-1995雨水井箅结构、安全技术规范Thestructureandsafetytechnologyspecificationofgullygrating2015-09-23发布2016-01-01实施北京市质量技术监督局发布DB11/T053—2015目次前言..............................................................
2、..................III1范围...............................................................................12规范性引用文件.....................................................................13术语和定义....................................................................
3、.....14分类...............................................................................35结构要求...........................................................................35.1结构型式.......................................................................35.2公称尺寸
4、及偏差.................................................................55.3几何尺寸.......................................................................55.4井座净开孔.....................................................................65.5总间隙........................
5、.................................................65.6井箅格栅条间距净尺寸...........................................................75.7入座深度.......................................................................75.8锚固与连接..............................................
6、.......................85.9其他要求.......................................................................86安全要求...........................................................................96.1承载能力和残留变形............................................................
7、.96.2泄水能力.......................................................................96.3质量控制.......................................................................96.4使用年限......................................................................106.5其他要求..........
8、............................................................107试验方法..........................................................................107.1试验设备..........................................................
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