土方工程及深基坑工程施工方案.txt
5.1 5.1.1 35000-12.95,14.05-4.851302042-4/E305.1.2 12.95İ 5.2 5.2.11.5飩闗101 5.2.21 2ad+2401.5100M5120500100b顣壬c0.5%30mmdef36V63a216 5cm4m 35mmb1.2t8t(4)a涨5-31.5mm10%300Kg/3845%100140mmbc1.5m1.5500mm2030S濪d 12h巶39.45.6m2.2m5000281002528100671mC30S8UEA14%10%5.3 幤 5.3.1483.53m4m棬 5.3.2 5.3.2.1UEA10kg仯1乤 5.3.2.2繩 5.3.2.3蹫衢""1044HBT-601飬1帺6h4h0.5m6:1彽2.26=13.2m;39.413.20.5=2602604=65335353=105>65662=10512=9123飬1.41051.4=150蹫 5.3.2.4档衢 5.3.2.5仯25 5.3.2.6辯610h2h4h8h5.3.2 5.3.3幤18壬510cm 5.3.45.4 幤 5.4.1 5.4.1.1嵥淶飬屨档 5.4.1.2 5.4.1.3飬>=18mm<18mm淶 5.4.2幤 5.4.2.118壨1830915mm510cm300mm12500600mm>4m尴13400600mm幹幹缰8.2壬5.4.25.4.3 5.4.2.2岻 5.4.3 5.4.3.1C25C55C25C30C30C55HG24 5.4.3.2顣海 5.4.3.3裺781m裺10cm飬彫 5.4.3.47d 5.4.4幤幤幤顣棬淶鹤顣淶 5.4.5澼淶裬5.5 湤 5.5.1 5.5.1.12cm3cm飬1:82%40mm1:2.520mm20mm91.5mm2mm150mm24h 5.5.1.2cx-404棨100mmcx-404"" 5.5.1.32m1飬 5.5.1.4100mmAB11棬顣 5.5.1.5107 5.5.1.61:320mm 5.5.2 5.5.2.1 5.5.2.2佫 5.5.2.3佫 5.5.2.4600漰 5.5.2.5 5.5.2.64004006005.6 5.6.1齺齺 5.6.1.11:315310%,PH10,10d, 5.6.1.2齺齺 3d齺 3h 5.6.1.3涨綯 5.6.2淶1:2201.2Mpa 0.40.52mm5.7 5.7.1 a滮MNEFADBCABCD5.7.1ABCDMNEFbLeicaT2XC LeicaDI2002c.dABCD,. 5.7.2 ,淶,.ABCD潨abcd(5.7.2).200*200mm顣5.7.3 a 50m41.21.5mNA2+GPMIIbIII5mmS25.7.3 5.7.4浥II 5.7.5aLeicaT22bLeicaDI20023c人310-5H(H),H/1000,2830mmd3mmf5mm2830mm 5.7.6a飬淶b淶cd""e""f5.8 硢5.8.1硢 5.8.2 5.8.2.1S312-8-8IV 5.8.2.2 5.8.2.3S312-8-8IV 5.8.3 5.8.3.1硢硢顣硢沼硢 5.8.3.2 5.8.3.3 5.8.3.4 5.8.3.5 5.8.3.65.9 28T45TDN150DN50-2F-4F5F-27F14F豸400t/h棬 5.9.1 5.9.2 5.9.2.1 I II 5.9.2.2III彻档 5.9.2.3 5.9.2.4.1 1 DN>100mm DN<=100mm 2 DN>100mm DN<=100mm 3 DN<=100mm 4 DN<=100mm 5 DN<=150mm 6 DN<=150mm 5.9.2.4.2S312-8-8IVS312-8-8IV12mm塢2mm纸5.9.2.4.3İ aS161崲12mm b涨 c3.6m1.8m300mm750mm d12m 5.9.4/CD,C,DN400;DN150,. ""I5T顣II5TIİ 5.9.5 1 2 3飬涨顣 4涨 5DN50DN50綯1532405070mm34 6绡E4345硢淶涨 7 8飬顣0.6Mpa10min0.05Mpa飬 91.1m 10DN252515mm 111m5 125 13 5 14塢 1530mm 5.9.6 1 2淶涨 3壩 4豸ZXG-300-1(21.6KW) 3治 5飬0.6Mpa10min0.05Mpa1.5m/s 5.9.7 1 2İRK-1 1 2滭510mm 3 4 5 3 4顣15min5min治顣 5豸飬1/3 5.9.8 1 2 3100130mm100mm (4)豸23.5mm0.51mm22.5mm2002402302705mm 15s915m/h 53045 a b c2mm d10mm45 6 7飬15min5min治 5.9.9İ 1 2档棬 3 4 1 2 5.9.10 1 220mm 5.9.11 1(1) 1 2飻 3飻 4飻 5飻 6顣 2 1 2淶涨 3 4 3鷽 17570 2仯 4鰴590s 5飺鼴 6鷽 115s 220s 7飺顣綯淶涨 1 1 1 2飻 3飻 4顣 2 3飺 45.10 5.10.11F25F裬翪R<=1籣TN-SNPEPE籣豸5.10.2磩a12绡亸710cm 亸12b1020mm1.52cm()11裬22332.545212棬1.5m2m3尲20mm42.55綯硢612軤34510豸豸61豸2飬1KV3裬棬4""裬""5赽61KV壩1""23崦24尲 , 20 10 1.820.5241尲İ棬1.323棬1mm43mm弰2.556飬1飬25mm345棬1mm5mm1520cm1.3m1.5m 0.3m6飬簴磬豸豸1壨86SD556-86>=16裬12623棨162544E B E B1.2m100100100mm 254100mm衣5501m2527280.8m205.11 缰450TR900TR7/12棬1875KW60/50档磨磨缰硣325110Pmax=2.1Mpa豸1801尲5.11.112345顢6豸7豸豸5.11.21繤豸35飬鶨 2 1III2彻棬345桢12345豸5.13"豸"5.11.311(1)5mm25mm(2)5mm(3)2mm塣(4)1.2mm塣2(1)a1.2mm1.2mm800mm1200mmb棬忨淶c <1.5mm淶>1.5mm壬68mmd (2)淶2 (1)(2)80%AB飬İGB/T19002:94CD淶棬E34mmF810(3)81034mm壬34mm(4)飬豸3 12=25mm=0.5mm淶1 DN>50DN50DN32xPa/HDN>322 壬3 尲IIII5619d=14510510麸4 İ硢123455 100mm1%6 7 12348 顣2.1Mpa綯100.02Mpa飬飬9 豸豸0.8m/s,10 12140mmM140mmR250mmTF豸顢5.13"豸"1 豸豸硢2 12345.12 5.12.15.12.212345.12.3闗İ5.12.4沼缰顣5.12.55.l2.65.13 豸豸豸豸豸 豸 1 4 2 2 3 8 4 55 5 722 6 42 7 238 8 24 9 3 10 豸 2 11 豸 4 5.13.11 豸2 豸3 豸飻4 豸5 6 豸豸豸5.13.25.13.2.1豸豸硢豸III豸硢豸豸豸飨34豸5.13.2.21豸硢2豸壨3豸硢4豸豸5.13.35.13.45.13.4.1豸1豸56/CD6D5T<><><>23豸豸豸豸1豸2豸豸5.13.4.2豸豸估1豸豸豸2豸3豸4豸豸56豸豸豸7粻豸5.13.4.3豸1豸2豸3豸4豸5豸5.14 5.14.1綨幤湤湤5.14.2湤5.14.3綨涨ISO9002-1994涨綨a棻豸İb
