D|53#支墩钢筋表2480200#80600测圳DH1(kgx#2处12142016301.4548220]①=120180ZD315001.378③80200?31401.2416DIK50 300, 3002209004000.1641500①12172019301.7148ZD3ZD41800.3710E53520?②80190135020?480570预圳DH1?220084000.162处①120180?$80190EI 300]900↓ 300]1500ZD4支配筋图集号+G2012370校对区设计制图页号45

A|53页支墩钢筋表②80170①$80510预圳DH11005关2处125207300.65501620①1201803880?￥801708350A/22013004000.16300411001700①1282010300.9150ZD5ZD69005B|53真10②￥80200350?480400激DH122084000.162①+120180③￥80200BI1300]110013001700ZD6支配筋图集号+G2012370校对设计制图页号46

别墅标准规范范本E|53支墩钢筋表②$801905①480570测DH1(kg)共2处①12172019301.715021620ZD9180038801.5310S①120180?#801901.2420350EI220>4000.1681300110013001700①12 82010300.9152ZD918201ZD109001.69592B|53页?1.2102$8020013505C80400测准DH1?082204000.166共2处①120180?*80200BI1300J13001300]1900ZD10支配筋图集号+G2012370校对区设计制图页号48

支墩钢筋表E|53真②￥80190长①$80570测基DH1KgY1217202处19301.7152ZD1318001.6910①1201801.2420?$80190EI082204000.1681300130013001900ZD13支配筋图集号+G2012370校对区设计制图页号50