砖魂一字排水出口尺寸表BcELDH1000150020002500300035004000DcED2003100410051006100710081009100D2001003100D3003150415051506150715081509150D3001503150D4003200420052006200720082009200D4002003200D4503230423052306230723082309230D4502303230D5003250425052506250725082509250D5002503250D600430053006300730083009300D60030033001500D700435053506350735083509350D70035033502000D800440054006400740084009400D80040034002000D900445054506450745084509450D90045034502500D100055006500750085009500D100050035002500AxYH1000150020002500300035004000A=0.4HA490620870990124013701620B=0.5D+2H+1000x5002500500250C=0.5D0Y250E=0.5D+300005001000150020002500L=2.50~3.5DF=0.8D图集号甘12S3图名砖砌一字排水出口尺寸表页次77

有色金属标准石砌字排水出口尺表BCELD1000150020002500300035004000DcELD2003300430053006300730083009300D20010033002000D3003350435053506350735083509350D30015033502000D4003400440054006400740084009400D40020034002000D4503430443054306430743084309450D45023034302000D5003450445054506450745084509450D50025034502000D600450055006500750085009:500D60030035002000D700455055506550755085509550D70035035502000D800460056006600760086009(600D80040036002000D9004650565066507650865091650D90045036502000D100057006700770087009:00D100050037002500AYH1000150020002500300035004C00A=0.4HA5006008001000120014001E00B=0.5D+2H+12000500250250C=0.50x05000E=0.50+3200Y25005001000150020002500L=2.5D~3.00Fs0.8D图集号甘12S3图名石砌一字排水出口尺寸表页次79

流量、扬程由设计者决定。五、壁面处理3.基础：采用C15滤凝土。1.内壁面：用1:2.5水泥砂浆加5%防水剂抹面、厚四、采用材料20m .1.砖砌体：采用MU10砖，M10水泥砂浆斑筑2.外壁面：2.混藏土构件：(1）无地下水：用1:2.5水泥砂浆勾缝。(1）预制和现尧钢筋混激土构件，采用C20混凝土，(②）有滤下水：用1:2.5水泥砂浆加5%防水剂抹面，抗渗等级P6.厚20mm并高出地下水位500mm，HPB235级热轧钢结（fy=210N/mm2），特号为中。()地下水有硫酸盐侵蚀：所用水泥必须是火山灰硅HRB335级热轧钢筋（fy=310N/mm2），特号为虫。硅酸盐水泥或矿渣硅酸盘水泥，抹面后涂热洒有焊条E43XX、E50XX系列两离作防房处理，(2）素混凝土基础：底板采用C15混凝土，垫层采用六、灌水试验C10混凝土港水试验应在回填土前进行，先堵寒进出水管浦水至3.隔板：隔油池、汽车冲洗污水隔油沉淀池中间隔板项板底，24小时水位降≤10mm且无渗覆，采用复合聚苯板例作，中间为30mm聚苯板，外贴七、施工注意事项玻璃钢护面（三层玻璃布四层树脂），总厚度≤36mm.1.动体砂浆必须饱满，表面平整，砖终均匀。4.地基处理：2.混烫土构件必须保持表面平整、光滑、无蜂穷麻面。（）无地下水：基确或垫层下素土夯实，压实系数制作尺寸误差<5.0mm，>0.95.3.壁面处理前必频清除表面污物，浮灰等，(2）有地下水：C10垫层或C15基础下先铺卵石或碎石4.回填土应四周均匀分层充失，机夯每层200mm：人工层潭100mm，避淤泥等软弱地基，垫层下干插片石夯每层150mm.300mm.5.本图采用重型铸铁并益座，益座用C15混凝土稳面，()遇自重湿陷性黄土：底板或垫层下做厚300mm3:7灰土并超出基础四周150mm完，压实系数>0.95，(4)避非自重湿陷性黄土：庭板或垫层下做厚300mm素土并超出基础四周150mm完，压实系数>0.95，图集号甘12S3图名小型排水构筑物说明（二）页次83

甲、乙、丙型平面配筋图