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1、柱工程量计算表,所在楼层,轴线编号,编号,识别,截面尺寸,相同数量,起标高,止标高,板厚（扣）,暗或明,砼标号,工程量,支模高度,矩柱=1，园形柱=2，构造柱=3，异形柱=4,长,宽,直径,暗为1,否则为0,砼（构）,砼（柱）,暗柱扣侧模,模板(1.8内）,模板（1.8外）,模板（圆）,模板（异）,支模高度3.6米模板,柱底模基础层,A/28轴,KZ1,1,0.30,0.35, ,4,-1.70,0.00,0.00,0,C30,0.00,0.71,0.00,8.84,0.00,0.00,0.00,0.00,1.70,0.42,C30,0.00,0.00,0.00,0.00,0.00,0.00,

2、0.00,0.00,0.00,0,C30,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0,C30,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0,C30,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0,C30,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0,C30,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0,C30,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0,汇总,C30,0.00,0.71,0.00,8.84,0.00,0.00,0.00,0.00,0.42,构造柱工程量计算,构造柱,轴线编号,构造柱=3,长,宽,数量,计算高度,砼标号,砼体积,周长（模）,模板,支模高度,首层,A/2-3轴,3,0.12 ,0.20 ,12,1.85 ,C25,0.53 ,0.52 ,11.54 ,1.85 ,C25,0.00 ,0.00 ,0.00 ,C25,0.00 ,0.00 ,0.00 ,C25,0.00 ,0.00 ,0.00 ,C25,0.00 ,0.00 ,0.00 ,C25,0.00 ,0

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