北京某数据中心投标施工组织设计

............................44 ...............................139...............................141...............................151 .............................32129300m25700m2。φ-Ⅰ级fy=210MpaФ0.8MPa0.8MPa0.8MPa0.8MPaC0C30C25C40层层层一二4.800~9.6009.600~18.700C40C30C30fy=310MpaC30C25C25C25GB/T19002-ISO09002 (2)保函CAD辅:nSCD200/2001QTZ80台42SCD200/200座33HBT80B台24台26台88套49GT6/8-40台3GT40台4MJ104台2HZ650套PZ-50套8台0.6m3台3台2JDY350台2台2台2SBY-40B台1EQ3025台3JIZ-19台ZIC-26台6SIMJ-100台台312345123456台台台个台台21111789DSY5013TQ100-A36444222231233670008T9个20000个0)4台KVA2台KVAKVA4台KVA2台KVA8套KVAKVAP1=680KVAP2=96KVA88.0m0.3mmm)具具法工方。具具法工方求求具法要工方外具具法工方好123456789-001。1323456+2-443C00.8MPaC300.8MPaC250.8MPa0.8MPa4.800~9.6009.600~18.700C40C30C30C30C25C25C25min)C30min).75m。(40cm)。↓50mmL(mm)LL<=630200~300mm0.7Mpa，1088R420。DN15~DN25DN32~DN50mDN65~DN804.0mDN1004.5mDN125mDN20δ=19mmDN25~DN80δ=19mmδ=19mm9-26>=3-9:6-20180-90AE43032.5mm7-8cm/m2E43033.2mm8-9cm/m:180-100ATLJ-J502.5MM5-7CM/M290-110AE43033.2mm7-9cm/m:65~10090~110cm/min5~77~9TIG-J50E4303φ2.5φ3.22:65~8065~80cm/min6~86~8TIG-J50TIG-50φ2.5φ2.52:焊12(A)75-85(V)(V)7-87-88-9φ8-9ms个个个台台台支套22111121234567892L=Fv*3600m3/hLt=).:.:)))))):√√√√√√√√√√√√√√√√√√√√√√√√√√√.CC.e.10.2.3f.10.2.4 123456789+3、-05+1、-212341232+10、-0+10、-0567895+3、-2212345678925+25、-0222212340.0350.0250.0200.0150.0100.0080.0250.0150.0120.0100.0070.005123456(mm)00mm00mm每1m2度目平项水项次2项次 (mm)2233334422度00mm00mm1120121234523123456780.5mm0.5mm923m