最新的大型办公楼结构设计cad图纸（全套）

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48.200 46.700 46.700 h=120 48.500 1B5板钢筋图%%p0.000板面标高相差不超过 时其间面筋连通设置 但施工时需做成底筋相同的相邻跨板施工时其底筋可以连通图中未注明者板厚为楼面混凝土强度等级为说明:4.1.3.2.C3530mm1803.底筋相同的相邻跨板施工时其底筋可以连通板面标高相差不超过 时其间面筋连通设置 但施工时需做成4.30mm板钢筋图楼面混凝土强度等级为图中未注明者板厚为4.2001.2.说明:120C35板钢筋图板面标高相差不超过 时其间面筋连通设置3.4.30mm底筋相同的相邻跨板施工时其底筋可以连通 但施工时需做成9.0002.1.说明:120楼面混凝土强度等级为图中未注明者板厚为C3511.90-40.90图中未注明者板厚为楼面混凝土强度等级为 但施工时需做成底筋相同的相邻跨板施工时其底筋可以连通板面标高相差不超过 时其间面筋连通设置4.说明:1.2.3.30mm板钢筋图C3010043.800图中未注明者板厚为楼面混凝土强度等级为 但施工时需做成底筋相同的相邻跨板施工时其底筋可以连通板面标高相差不超过 时其间面筋连通设置4.说明:1.2.3.30mm板钢筋图C30120说明: 但施工时需做成图中未注明者板厚为楼面混凝土强度等级为底筋相同的相邻跨板施工时其底筋可以连通板面标高相差不超过 时其间面筋连通设置4.1.2.3.C3030mm10048.200板钢筋图100图中未注明者板厚为C30板钢筋图51.800楼面混凝土强度等级为说明:1.2.板钢筋图楼面混凝土强度等级为图中未注明者板厚为说明:1.2.C3010056.0001#楼梯1#楼梯1#楼梯1#楼梯2#楼梯电梯井电梯井电梯井电梯井2#楼梯2#楼梯2#楼梯2#楼梯2#楼梯 48.200 2.100 2.100A1000A1000A1000121000121000121000121000121000XYP11330%%13012@13013301:25%%1308@150A-A楼面%%1306@200配筋详梁配筋图屋面配筋详梁配筋图1:25女儿墙配筋图一%%13010@150(56.00)46.70%%1308@200500%%c12@130%%c6@2004.200雨蓬配筋图XYP1%%c8@200LL500AA楼面2%%1306AACC配筋详梁配筋图屋面500%%1308@20043.800%%13010@200C-C1:25BB1:25B-B600%%13010@200楼面配筋详梁配筋图%%1306@2009.000765163044%%13012@10016304444XYP2XYP2%%c8@200%%c6@200雨蓬配筋图XYP2%%c12@100LL4.200500CCCCCCB5C板底加筋\P以上同此2%%c16板底加筋\P以上同此2%%c165.管道井留洞 位置详设施 以上同此350x450,,2.90720.6002.90411.900%%1308@150(2)%%1308@100(2)2%%13120+2%%13122;3%%131222400%%1308@100(2)2%%13122+3%%131204%%131254%%13118;3%%13116LL11(2) 250x350%%1308@150(2)LL12(4) 250x400%%1308@100/150(2)6%%1308(2)%%1308@100(2)2%%13122+3%%13120 4/14%%13125KL37(2A) 300x6001900A636001900%%1308@100(2)G4%%130124%%13118;4%%13118%%1308@100/200(2)KL13(2) 300x600%%1308@100(2)KL24(1) 300x600LLB(1) 200x400%%1308@150(2)3%%13120;3%%131185%%13122;4%%13122+2%%13120 2/4%%1308@100(2)7LL24(2) 200x35033006%%13125 4/2KL49(1A) 300x500LL6(1)300150框梁保温大样25016%%1308(2)3%%13118;3%%13116%%1308@100(2)LL31(1) 250x350200300300%%13012@150605%%13012150边框梁3001%%c6%%c8@200(60)600楼面4%%13118;4%%13116%%1308@100/150(2)51.800现浇梁混凝土强度等级为KL72(1) 300x5004D4400976C30梁平法施工图5500107358351300B46%%1308(2)LL29(1)4%%13118;4%%13120%%1308@100/150(2)LL30(3) 300x4001073563354400GB324004%%13120;4%%13122%%1308@100/150(2)LL31(1)%%1308@100/150(2)KL73(4) 300x6006%%1308(2)G2%%131144%%13118;4%%131226%%1308(2)KL72(1)LL29(1) 300x500J2600B7B51100B63.20-3.200-11100现浇梁混凝土强度等级为梁平法施工图B356.000KL76(1) 250x4003%%13116;3%%13118%%1308@100(2)B51300B4B62400C30层号层高(m)标高(m)结构层楼面标高结 构 层 高56.00018LL32(1) 250x550%%1308@100/200(2)KL75(2) 250x40026003%%13116;3%%131183%%13118;3%%13118%%1308@100(2)KL74(1) 250x4003%%13118;3%%13118%%1308@100/200(2)KL76(1)2.9026.400945678231B72.902.902.902.902.9011.90014.80017.70020.60023.5004.204.802.90 0.000 4.200 9.00015161710111213144.7048.50051.8003.304.2043.8002.902.902.902.9029.30032.20035.10038.00040.9002.902%%13120+4%%13122 4/22%%13122+5%%13125 4/32%%13120+4%%13122 4/22%%13118+2%%131166%%1308(2)%%1308@100/150(2)KL36(1)6%%1308(2)%%1308@100/150(2)2%%13120;4%%13118LLB(1) 200x4003%%131182%%13118+4%%13122 4/2KL36(1) 300x6006%%1308(2)6%%1308(2)4%%131166%%13122 4/26%%13122 4/22%%13118+2%%131202%%13118+2%%13120%%1308@100/150(2)KL54(2) 300x60011000BAN2%%131142%%1312036004%%1312236006%%1308(2)6%%13120 4/25287284356LL6(1)3600%%13010@100(2)2%%13116250x3502%%13120+2%%13122G2%%131144%%1311636002%%13120+2%%1311645359655%%13122300x3502%%131168352%%13122+2%%13120;3%%13122LL23(4) 250x350%%1308@100/150(2)KL55(2) 300x6006%%1308(2)2%%13118+4%%13120 4/24800KL39(1) 300x600250x4502%%13118%%1308@200(2)LL17(3) 250x5004%%13120%%1308@100/200(2)G4%%130124%%131202%%13118%%1308@100/150(2)KL22(3) 300x60016802900D%%1308@150(2)G2%%13114N2%%131142%%131252%%131164%%13125+3%%13122 3/46%%1308(2)2%%13118+2%%131204%%13122G2%%131146%%13125 4/22%%13118+2%%131206%%1308(2)6%%13010(2)6%%1308(2)%%13010@150(2)4%%131252%%131222%%13116KL48(2A) 250x5002%%13122;6%%13122 2/4%%1308@100/150(2)G2%%131142%%13118+4%%13120 4/24%%131254%%131205%%13122G2%%131142%%13122%%1308@100(2)KL49(1A) 300x5003%%13118;3%%13116%%1308@100(2)LL22 250x4004%%131252%%13122+2%%131202%%131166%%1308(2)2%%13118+2%%131166%%13122 4/26%%13125 4/25446KL51(1A)4%%131206%%13125 4/25%%13122G2%%131145%%13122;4%%13122+2%%13120 2/4%%13012@100(2)%%1308@200(2)4%%13118;3%%13116%%1308@100(2)4%%131202400JLL18(2) 200x350LL15(2) 200x4005%%13122;5%%13125%%1308@100/150(2)KL56(2) 300x6002%%13116 250x400815G835382029435F4%%13118G2%%131142%%13118+2%%13120250x4006%%1308(2)2%%13118+2%%131204%%1312035853%%13116;2%%13116%%1308@200(2)24002%%13116300x400KL9(2) 300x400%%1308@150(2)4%%13118;3%%13116LL24(2) 200x3502%%13122+2%%131204%%131202%%13118+4%%13122 4/24%%131182%%13118%%1308@100/150(2)%%1308@100(2)KL47(1A) 300x4504%%131202%%13120;4%%13118100016001%%1308@150(2)3%%13120;3%%131184%%1312033002400B4%%1308@100(2)B33%%131182%%13122+2%%1312036009001900LK3600KL52(2) 300x6006%%13122 2/4G2%%13114%%1308@100/150(2)KL50(2) 300x6002600B7B62%%13118+4%%13122 4/24%%131184%%131202%%131182%%131202%%13116300x4002%%13120+4%%13122 4/2%%1308@100/150(2)KL59(1A) 300x4503%%13116;2%%13116%%1308@200(2)LL10(2) 200x4002%%13118+2%%131202%%13116250x4006%%1308(2)4%%13118250x4003%%131182%%13118+4%%13122 4/2250x4006%%1308(2)6%%1308(2)%%1308@100/150(2)KL29(4) 300x400%%13010@100/200(2)KL51(1A) 300x5004535< >梁平法根据图集 混凝土结构施工图平面整体表示方法制图规则和构造详图180091110B259001800B4%%131182545B5450059003%%13118;3%%13116%%1308@200(2)45002%%131162%%13118+2%%13120%%13010@100(2)2%%131182%%13120+5%%13125 4/34%%13118LL19(4) 250x400B8说明:C3003G101-1现浇梁混凝土强度等级为C2.1.梁平法施工图11.90-40.90D6%%13122 4/26%%13122 4/22%%13118+2%%131201000BA3600360036003600152%%1308@100/150(2)KL54(2) 300x600N2%%131142%%131204%%131226%%1308(2)6%%13120 4/2%%13010@100(2)2%%13116250x3502%%13120+2%%131224%%131162%%13120+2%%13116G2%%1311448004%%13118;4%%13116%%1308@100/150(2)KL61(3) 300x60016802900D6%%13010(2)6%%1308(2)6%%1308(2)2%%13122;6%%13122 2/4%%1308@100/150(2)KL39(1) 300x6004%%131202%%13118%%1308@200(2)LL17(3) 250x500%%1308@100/200(2)G4%%13012250x4504%%131252%%13122KL48(2A) 250x5002%%13116%%13010@150(2)G2%%131142%%13122+2%%13120;3%%13122LL23(4) 250x350%%1308@100/150(2)KL55(2) 300x600G2%%13114N2%%131142%%131252%%13116%%1308@150(2)4%%13125+3%%13122 3/46%%1308(2)6%%13125 4/24%%131252%%13122+2%%131202%%131166%%1308(2)6%%13125 4/22%%13118+2%%13116%%1308@200(2)6%%13122 4/2%%13010@150(2)2%%13122+2%%13120;3%%131222%%13120+2%%131164%%13125%%1308@150(2)LL20(4) 250x3506%%1308(2)284352%%13118+4%%13120 4/22%%13118+2%%131204%%131254%%131204%%13120KL51(1A)18003%%13118;3%%13116%%1308@100(2)LL21 250x4004%%131162%%13116300x350G2%%13114%%1308@100(2)KL57(1A) 300x5005%%131222%%131222%%131226%%13010(2)6%%1308(2)2%%13122+2%%131204%%131255%%131222%%131162%%13122+4%%13125 4/236002%%13116;4%%13116%%13010@200(2)LL6(1) 300x3505%%131226%%13122 4/2%%13010@100(2)2%%13116250x350GE结构层楼面标高结 构 层 高层号H2.902.902.902.9011.90014.80017.70020.600层高(m)3.204.204.802.90标高(m)-3.200 0.000 4.200 9.0004567-1231N2%%13114%%1308@100/150(2)KL53(2) 300x60036004%%131222%%13122+4%%13125 4/2G2%%131144%%13125+3%%13122 3/42%%13122;6%%13122 2/4%%1308@100/150(2)KL46(1) 300x600KL58(2A) 250x500G2%%131146%%1308(2)6%%13122 4/2N2%%131142%%131222%%131163600G2%%131142%%131206%%13122 4/22%%13120+2%%131224%%13116%%1308@200(2)LL25(2A) 250x5004%%13120250x4502%%131186%%1308(2)2%%13118+4%%13122 4/22%%131166%%1308(2)36002%%13118+2%%131206%%1308(2)L4.7048.5003.3043.8002.902.902.902.902.902.9029.30032.20035.10038.00023.50026.40040.9002.90151610111213891451.80056.0004.2017181650382029435F3585J%%1308@100(2)2%%13116300x400250x400%%1308@100/150(2)G2%%131142%%131222%%13118+2%%131202%%13116 4%%131186%%1308(2)5%%13122 3/26%%13122 2/42%%13122+2%%131204%%131202%%13118+4%%13122 4/24%%131182%%131182%%13122+5%%13120 4/3%%1308@100(2)KL47(1A) 300x450%%1308@100/150(2)%%1308@150(2)4%%13118;3%%13116LL15(2) 200x400KL56(2) 300x6003%%13116;2%%13116%%1308@200(2)2400B42400B336009001900LK36002600B7B63%%13116;2%%13116LL10(2) 200x400%%1308@200(2)4%%13120KL5(1)2%%13120;4%%131182%%13118+2%%13116%%1308@100/150(2)KL38(3) 300x600KL14(2) 300x6002%%13120+5%%13122 4/32%%13118+4%%13120 4/24%%13116;4%%13118%%1308@100/150(2)KL8(1) 300x4001M36003600743235851900900G2%%131142%%131182%%13118+2%%1312038201650294354%%13120%%1308@100/200(2)360036001A1000BG4%%130124%%13118;4%%13118360059003227004535965883528435675%%131224%%13116;4%%13116%%1308@100(2)LL2(1) 300x4003%%13120;3%%13118LLB(1) 200x4004%%131182%%13120;4%%13118%%1308@100/150(2)KL3(1) 300x5005500250x450%%1308@100/150(2)%%1308@100/150(2)KL16(2) 300x7007700KL2(1) 300x6004%%13122+2%%13120 2/42%%13118%%1308@100/200(2)LL1(2) 250x550G4%%130124%%13118;4%%13118%%1308@100(2)DKL1(2) 300x6004%%13122 N4%%130122%%131222%%13118G2%%131142%%13118+4%%13120 4/26%%1308(2)2%%13122+4%%13120 4/27%%13125 3/4KL6(1) 300x6002%%13125+4%%13122 2/4G4%%130122%%13120KL4(2) 300x600%%1308@100/150(2)2%%13122;4%%131252%%13120+2%%131162%%13120+2%%13116G4%%130124%%13118;4%%13118%%1308@100(2)2%%13122+2%%131202%%131186%%1308(2)2%%13120+2%%131222%%13120+2%%131222%%13122+4%%13125 4/24%%131255%%131225446KL10(2)4%%131205%%13122;4%%13118%%1308@100/150(2)KL5(1) 300x600LLA1(2) 250x400G4%%130124%%13118;4%%13118%%1308@100/200(2)KL17(2) 300x65083529435GF%%1308@150(2)4%%13120;4%%131206%%1308(2)2%%13118+2%%131208003600JH2%%13120+2%%131186%%1308(2)2%%13120+2%%13122%%1308@100(2)100016002400%%1308@150(2)4%%131204%%131202%%13120;4%%13118%%1308@100/150(2)KL9(2) 300x400330024002400A4A32%%13120+2%%131184%%131182%%13120+6%%13122 5/3%%1308@100/150(2)18002%%13120+2%%131182%%13118+2%%13120450012119G4%%130124%%1312048002%%13118+4%%13120 4/22%%13118+2%%131204%%13125290016802%%13118+2%%131201000MA110959001800112700A21800BM432136003600358519009004%%131257%%13122 4/3360011000BA360036003600835265294354%%131225%%131226%%1308(2)2%%131222%%13116(-2.100)7%%13122 4/34%%13125+2%%13122 2/44%%13122LL6(1)%%1308@100(2)4%%131222%%13116300x3504%%13118300x350%%1308@100/150(2)KL12(4) 300x400KL10(2) 300x4502%%13118+2%%131164%%13120A540002%%13118+2%%1311659004500A82%%13118;4%%13118%%1308@100/200(2)KL15(4) 300x4002%%13120+2%%131164%%131202%%13120;4%%13118%%1308@100/150(2)2700A945352%%13118+2%%131162%%13118+2%%13116%%p0.000梁平法施工图梁平法根据图集 混凝土结构施工图平面整体表示方法制图规则和构造详图< >C35C说明:2.1.03G101-1现浇梁混凝土强度等级为D4%%118;4%%131182%%13122+2%%131202%%13120+2%%13116G4%%130122%%13120+2%%13116KL10(2)284351800KL8(1)LL2(1)2%%13120+5%%13122 4/3%%1308@100(2)KL18(1) 300x600G4%%130122%%13120%%1308@100/150(2)KL19(2) 300x6002%%131182%%1