钢筋工程量计算表(模板)

建设单位钢筋工程量计算表工程名称年月日共页第页序号构件名称钢筋型号规格钢筋数量单根长度总长度级别直径间距计算式数量计算式数量B1Ⅲ级10200(3.6-0.24)/0.2*10+6.6/0.2=#NAME?*24021.110+0.24-0.035+3.5*0.01*2=#NAME?B2Ⅲ级8200(3.6-0.24)/0.2=#NAME?*101708.1+4.9*0.008*2=#NAME?B3Ⅲ级10200(6.6-0.24)/0.2=#NAME?92881.8+3.5*0.01*2=#NAME?B5Ⅲ级8200(1.5-0.24)/0.2=#NAME?*9630.38*2+3.5*0.008*2=#NAME?B4Ⅲ级8200(3.6-0.24)/0.2=#NAME?*101700.9+1.5+0.24-0.035+3.5*0.008*2=#NAME?B6Ⅲ级8200(1.5-0.24)/0.2=#NAME?*2140.59-0.035+3.5*0.008*2=#NAME?B7Ⅲ级8200(6.6-0.24)/0.2=#NAME?36+4.9*0.008*2=#NAME?B8Ⅲ级8200(1.5-0.24)/0.2=#NAME?36+4.9*0.008*2=#NAME?Ⅲ级Ⅲ级Ⅲ级QL1Ⅲ级124=#NAME?436*2+6.6*6=#NAME?QL2Ⅲ级6200(6.6-0.24)/0.2=#NAME?*6192(0.24-0.03)*4+0.05=#NAME?Ⅲ级6200(3.6-0.24)/0.2=#NAME?*20340(0.24-0.03)*4+0.05=#NAME?FL1Ⅲ级163=#NAME?36+6.25*0.016*2=#NAME?Ⅲ级183=#NAME?36+6.25*0.016*2=#NAME?Ⅲ级8200(3.6-0.24)/0.2=#NAME?*10*2340(0.24-0.03)*4+0.05=#NAME?SLⅢ级184*5=#NAME?1.5+0.4*2-4*0.018=#NAME?Ⅲ级162*5=#NAME?1.5+0.4*2-4*0.018=#NAME?Ⅲ级8200(1.5-0.24)/0.2=#NAME?*535(0.24-0.03)*2+(0.4-0.03)*2+0.06=#NAME?NLⅢ级86=#NAME?36*2+8.1*2=#NAME?Ⅲ级6200(36*2+8.1*2)/0.2=#NAME?(0.12-0.03+0.36-0.03)+0.05=#NAME?审核 制表建设单位钢筋工程量计算表工程名称年月日共页第页序号构件名称钢筋型号规格钢筋数量单根长度总长度级别直径间距计算式数量计算式数量审核 制表建设单位钢筋工程量计算表工程名称年月日共页第页序号构件名称钢筋型号规格钢筋数量理论总重量重量（Kg）级别直径间距计算式数量B1Ⅲ级10200(3.6-0.24)/0.2*10+6.6/0.2=#NAME?0.617B2Ⅲ级8200(3.6-0.24)/0.2=#NAME?0.395B3Ⅲ级10200(6.6-0.24)/0.2=#NAME?0.617B5Ⅲ级8200(1.5-0.24)/0.2=#NAME?0.395B4Ⅲ级8200(3.6-0.24)/0.2=#NAME?0.395B6Ⅲ级8200(1.5-0.24)/0.2=#NAME?0.395B7Ⅲ级8200(6.6-0.24)/0.2=#NAME?0.395B8Ⅲ级8200(1.5-0.24)/0.2=#NAME?0.395Ⅲ级0Ⅲ级0Ⅲ级0QL1Ⅲ级124=#NAME?0.888QL2Ⅲ级6200(6.6-0.24)/0.2=#NAME?0.222Ⅲ级6200(3.6-0.24)/0.2=#NAME?0.222FL1Ⅲ级163=#NAME?1.578Ⅲ级183=#NAME?1.998Ⅲ级8200(3.6-0.24)/0.2=#NAME?0.395SLⅢ级184*5=#NAME?1.998Ⅲ级162*5=#NAME?1.578Ⅲ级8200(1.5-0.24)/0.2=#NAME?0.395NLⅢ级86=#NAME?0.395Ⅲ级6200(36*2+8.1*2)/