详细的化粪池结构设计CAD图纸

编辑部：ivpinfo@给排水在线 网易 NetEase市场部：ivpmarket@ 技术部：ivptech@中国专业人士的网络家园；因为专业，所以完美==S22333333223025001980223017301980129~16486~12871~8556~70189~250165~188109786522.2616.72561507000157015901750200014.60211.3797.5216.2685050555015201520150017504550455011201120125015001300180018501890380040001050120068707750110012001800180030003400140014002800900900280095095062705770850850527052702490276024902240224019902x3%%c122x4%%c92x4%%c92x4%%c92x3%%c122x3%%c12100100100210021002402401005%%c105%%c1010010010010010020502050240240165016502402405%%c105%%c101005%%c105%%c101001002x1%%c92x1%%c922302500713080102x1%%c92x1%%c92x1%%c92x1%%c9223019806530603019801730553055305%%c16 (5%%c18)5%%c16 (5%%c18)5%%c16 (5%%c18)220022403703701501502150215037037017501750370370(4%%c18 1%%c14)1501504%%c16 1%%c12(4%%c18 1%%c14)(4%%c18 1%%c14)1501504%%c16 1%%c124%%c16 1%%c12[2x(2%%c22 1%%c18)][2x(2%%c22 1%%c18)]2x(2%%c18 1%%c12)2x(2%%c18 1%%c12)[2x(2%%c22 1%%c18)]20020067442x(2%%c18 1%%c12)(2x3%%c18)(2x3%%c18)2x3%%c162x3%%c16(2x3%%c18)2x3%%c162002002002005644外皮尺寸128014801730128028~5512~2743121~56~11编号4.8682.4220.4561.0063050355011208201000125010001580620820800800M3净空总尺寸第一格水深长宽630850110014001400900180090011006004009508008504270377021801600各格净空长第二格第一格高第三格AB外皮尺寸15401990174015402x4%%c62x4%%c92x4%%c92x4%%c910010013501650240240115013502402405%%c105%%c10100100100100H池壁墙厚a主筋S1板hh1池面不行车2x1%%c92x1%%c62x1%%c92x1%%c917301480453040301280128024401860板S2主筋1主筋2板长bA池面1450175037037014501250370370(4%%c18 1%%c14)(4%%c18 1%%c14)1501504%%c16 1%%c124%%c16 1%%c12BH池壁墙厚aS1h板主筋池面行车2x3%%c12(2x3%%c14)2x3%%c16(2x3%%c18)(2x3%%c14)2x3%%c12(2x3%%c18)2x3%%c16200200200200211S2板主筋h1土地面板1S1块数预制混凝S1+S2+2S1+S2+2S1+S2+S2S1+S2+2S1+S2+3S1+S2+S22S1+S2+2S1+S2+S22S1+S2+2S1+S2+S22S1+S2+3S1+S2+S22S1+S2+4S1+S2+S2199022608008505%%c64%%c61117401990800800149017406006004%%c64%%c6113%%c63%%c6119%%c610%%c69%%c69%%c69%%c67%%c6预制混凝土内隔板(板厚50）S1+S2+S1+S2+S2S1+2S2+S2S2+S2S2预制混凝土地面板排列（由入口向出口排列）12401490600500104010405005003%%c63%%c6113%%c63%%c611长宽块数主筋7%%c65%%c65%%c64%%c6分布筋aBA1000a1001250100120100100号化粪池平面图（行车）41:20外皮总长aBA1000a1001250100120100100号化粪池平面图（行车）41:20外皮总长120S2H6001400a1001501501800100300~70012012050S1h1150S2100180S12801201400150300100100300~700a150100320S2外宽高净垫高外皮总长A甲 剖面图甲~1:20第一格净空长D150（最少）砼隔板水泥砂浆灌缝%%c150瓦管木版垫底面灰砂浆封面580600580a B100a125010010010010100101001070600105801010井盖大样1:20乙 剖面图乙~1:20净空宽外皮宽1-1%%c9提环114%%c6网不行车行车5%%c81:20580600580a B100a125010010010010100101001070600105801010井盖大样1:20乙 剖面图乙~1:20净空宽外皮宽1-1%%c9提环114%%c6网不行车行车5%%c81:20h11100500500b/2-370b/2-370bb11005002主筋主筋2-2%%c6@2001:30S1预制板1:3022主筋3-31:30主筋2%%c91起重勾预制%%c6@200主筋1板（不行车）S21:3033%%c6@200主筋1主筋主筋1%%c6@200%%c6@200主筋2500bb5005001100h11100b/2-370b/2-3702主筋主筋2-2%%c6@2001:30S1预制板1:3022主筋3-31:30主筋2%%c91起重勾预制%%c6@200主筋1板（不行车）S21:3033%%c6@200主筋1主筋主筋1%%c6@200%%c6@200主筋2500bb5005001100h11100b/2-370b/2-3702主筋主筋2-2%%c6@2001:30S1预制板1:3022主筋3-31:30主筋2%%c91起重勾预制%%c6@200主筋1板（不行车）S21:3033%%c6@200主筋1主筋主筋1%%c6@200%%c6@200主筋2500bb5005001100h11100b/2-370b/2-3702主筋主筋2-2%%c6@2001:30S1预制板1:3022主筋3-31:30主筋2%%c91起重勾预制%%c6@200主筋1板（不行车）S21:3033%%c6@200主筋1主筋主筋1%%c6@200%%c6@200主筋2h1100b/2-370b3001100b/2-370500300h1300b/2-370500120120h180板（行车）%%c6@2005-51:302%%c12预制S2541:30%%c6@200%%c6@2002%%c66-61:30主筋1654%%c6@2002%%c96%%c6@504-41:30主筋%%c6@2002%%c12%%c91粪管检查井0.020.024501001204501001001201001201001207-71:20池盖4x3%%c43%%c6井盖框大样1:2077Rg=2400kg/cm 、抹面：内壁一律用有地下水时用一律原浆勾缝。、因建筑物位置所限，化粪池的长、宽及深度可略为调整，但总容积则仍按表内所列要求。、如粪便立管不能利用作粪池透气管应加设透气管。、本图参照广州市环卫局（建筑设计院（6875（混凝土，有地下水时厚，外壁厚，无地下水时或无粪立管的厕所化粪池大样及广东省）化粪池大样修制791981.5)）底板：无地下水时采用 混5100#、本图尺寸以毫米为单位。、本设计按不行车和行车考虑荷载，不行车以计算，行车以、采用材料：（（41#2、 1、 3瓦管）。内规格。水泥砂浆砌筑级钢吨卡车计算，行100（有无地下水均同））预制钢筋混凝土构件均采用 2筋4）池壁墙体均采用 1#2 200砼，I#吨车用7砖， 100#[]说 明、迟出口管与入口管同（用2#%%c150200kg/m2 5050050106010601050500501060607405070505005010601060740740aBA1000a1001250100120100100三级化粪池平面图（行车）1:20外皮总长1：100日期比例图纸审核图纸设计鼎湖区民政局办公楼A幢首层室内装修工程工程名称2010.10图工竣程工肇庆市德信装饰工程有限公司NO图号：NOTES备考：