1、序序号号项项目目名名称称构构件件个个数数部部位位筋筋号号钢钢筋筋型型号号单单根根工工程程量量单单根根长长度度计计算算公公式式根根数数根根数数计计算算公公式式1KL1(1)250 x60013.00标高上部通长228.6007.5+0.25+0.25-2*0.03+15*0.022*22.00221下部筋208.5407.5+0.25+0.25-2*0.03+15*0.020*24.00431支座钢筋223.3330.8-0.03+15*0.022+（7.5-0.55-0.25）/32.00241支座钢筋223.0330.5-0.03+15*0.022+（7.5-0.55-0.25）/32.00
2、251支座钢筋222.7750.8-0.03+15*0.022+（7.5-0.55-0.25）/42.00261支座钢筋222.4750.5-0.03+15*0.022+（7.5-0.55-0.25）/42.00271箍筋加密81.714（0.25+0.6）*2-8*0.03+31.8*0.00820.00（1.5*0.6/0.1+1）*281箍筋非加密 81.714（0.25+0.6）*2-8*0.03+31.8*0.00832.00（7.5-0.55-0.25-1.5*0.6*2）/0.15-191附加箍筋81.714（0.25+0.6）*2-8*0.03+31.8*0.0086.0061
3、01构造钢筋126.9887.5-0.55-0.25+2*12*0.0124.004111拉筋80.3960.25-2*0.03+25.8*0.00845.00（7.5-0.55-0.25）/0.3*212L1(1)250 x60013.00标高上部通长148.2357.5+0.125+0.25-2*0.03+15*2*0.0142.002131下部筋208.4157.5+0.125+0.25-2*0.03+15*2*0.0204.004141支座钢筋142.8880.25-0.03+15*0.014+（7.5-0.125）/32.002151箍筋81.714（0.25+0.6）*2-8*0.
4、03+31.8*0.00838.00（7.5-0.125）/0.2+1161构造钢筋127.6637.5-0.125+2*12*0.0124.004171拉筋80.3960.25-2*0.03+25.8*0.00837.00（7.5-0.125）/0.4*218KL2(1)250 x60013.00标高上部通长188.4307.5+0.25+0.2-2*0.03+15*0.018*22.002191下部筋188.4307.5+0.25+0.2-2*0.03+15*0.018*22.002201下部筋168.3707.5+0.25+0.2-2*0.03+15*0.016*22.002211支座钢
5、筋203.1870.6-0.03+15*0.02+（7.5-0.35-0.2）/32.002221支座钢筋182.9570.4-0.03+15*0.018+（7.5-0.35-0.2）/32.002231箍筋加密81.714（0.25+0.6）*2-8*0.03+31.8*0.00820.00（1.5*0.6/0.1+1）*2241箍筋非加密 81.714（0.25+0.6）*2-8*0.03+31.8*0.00833.00（7.5-0.35-0.25-1.5*0.6*2）/0.15-1251附加箍筋81.714（0.25+0.6）*2-8*0.03+31.8*0.0086.006261构造钢
6、筋127.2387.5-0.35-0.2+2*12*0.0124.004271拉筋80.3960.25-2*0.03+25.8*0.00847.00（7.5-0.35-0.2）/0.3*228L2(2)250 x40013.00标高上部通长148.1107.5+0.25-2*0.03+2*15*0.0143.003291下部筋208.1107.5+0.25-2*0.03+2*15*0.0143.003301箍筋81.314（0.25+0.4）*2-8*0.03+31.8*0.00836.00（7.5-0.25*2）/0.2+1311附加箍筋81.314（0.25+0.4）*2-8*0.03+3
7、1.8*0.00812.001232L3(2)250 x40013.00标高上部通长208.1107.5+0.25-2*0.03+2*15*0.0143.003331下部筋208.1107.5+0.25-2*0.03+2*15*0.0143.003341箍筋81.314（0.25+0.4）*2-8*0.03+31.8*0.00836.00（7.5-0.25*2）/0.2+1351附加箍筋81.314（0.25+0.4）*2-8*0.03+31.8*0.00812.001236KL3(1)250 x65013.00标高上部通长228.7007.5+0.2+0.4-2*0.03+15*0.022*
8、22.002371下部筋208.7007.5+0.2+0.4-2*0.03+15*0.022*24.004381支座钢筋223.4000.8-0.03+15*0.022+（7.5-0.2-0.4）/32.002391支座钢筋223.0000.4-0.03+15*0.022+（7.5-0.2-0.4）/32.002401箍筋加密81.814（0.25+0.65）*2-8*0.03+31.8*0.00822.00（1.5*0.65/0.1+1）*2411箍筋非加密 81.814（0.25+0.65）*2-8*0.03+31.8*0.00831.00（7.5-0.2-0.4-0.25-1.5*0.6
9、5*2）/0.15-1421附加箍筋81.814（0.25+0.65）*2-8*0.03+31.8*0.0086.006431构造钢筋126.9887.5-0.55-0.25+2*12*0.0124.004441拉筋80.3960.25-2*0.03+25.8*0.00846.00（7.5-0.2-0.4）/0.3*245KL4(1)250 x60013.00标高上部通长258.6907.5+0.25+0.25-2*0.03+15*0.025*22.002461下部筋228.6007.5+0.25+0.25-2*0.03+15*0.022*24.004471支座钢筋253.3780.8-0.0
10、3+15*0.025+（7.5-0.55-0.25）/31.001481支座钢筋253.0780.5-0.03+15*0.025+（7.5-0.55-0.25）/32.002491支座钢筋252.8200.8-0.03+15*0.025+（7.5-0.55-0.25）/42.002501支座钢筋252.5200.5-0.03+15*0.025+（7.5-0.55-0.25）/42.002511箍筋加密81.714（0.25+0.6）*2-8*0.03+31.8*0.00820.00（1.5*0.6/0.1+1）*2序序号号项项目目名名称称构构件件个个数数部部位位筋筋号号钢钢筋筋型型号号单单根根
11、工工程程量量单单根根长长度度计计算算公公式式根根数数根根数数计计算算公公式式521箍筋非加密 81.714（0.25+0.6）*2-8*0.03+31.8*0.00824.00（7.5-0.55-0.25-1.5*0.6*2）/0.2-1531构造钢筋126.9887.5-0.55-0.25+2*12*0.0122.002541拉筋80.3960.25-2*0.03+25.8*0.00817.00（7.5-0.55-0.25）/0.455L4(1)250 x50013.00标高上部通长148.2357.5+0.125+0.25-2*0.03+15*2*0.0142.002561下部筋208.4
12、157.5+0.125+0.25-2*0.03+15*2*0.0204.004571支座钢筋142.8880.25-0.03+15*0.014+（7.5-0.125）/32.002581箍筋81.714（0.25+0.6）*2-8*0.03+31.8*0.00838.00（7.5-0.125）/0.2+159KL5(1)250 x60013.00标高上部通长188.6907.5+0.25+0.25-2*0.03+15*0.025*22.002601下部筋168.6007.5+0.25+0.25-2*0.03+15*0.022*24.004611支座钢筋203.1870.6-0.03+15*0.
13、02+（7.5-0.35-0.2）/32.002621支座钢筋182.9570.4-0.03+15*0.018+（7.5-0.35-0.2）/31.001631箍筋加密81.714（0.25+0.6）*2-8*0.03+31.8*0.00820.00（1.5*0.6/0.1+1）*2641箍筋非加密 81.714（0.25+0.6）*2-8*0.03+31.8*0.00825.00（7.5-0.35-0.2-1.5*0.6*2）/0.2-1651构造钢筋126.9887.5-0.55-0.25+2*12*0.0122.002661拉筋80.3960.25-2*0.03+25.8*0.00818
14、.00（7.5-0.35-0.2）/0.46768697071727374757677序序号号项项目目名名称称构构件件个个数数部部位位筋筋号号钢钢筋筋型型号号单单根根工工程程量量单单根根长长度度计计算算公公式式根根数数根根数数计计算算公公式式总总工工程程量量（m m）17.20034.1606.6676.0675.5504.95034.28854.86110.28627.95217.83816.47033.6605.77765.14730.65214.66716.86016.86016.7406.3735.91334.28856.57510.28628.95218.63124.33024.33047.31815.77324.33024.33047.31815.77317.40034.8006.8006.00039.91756.24610.88627.95218.23417.38034.4003.3786.1575.6405.04034.288总总工工程程量量（m m）41.14613.9766.73916.47033.6605.77765.14717.38034.4006.3732.95734.28842.86013.9767.135总总工工程程量量（m m）
