楼层土建手算书VIP

1、 八 层 工程量计算表（ 梁（钢筋） 部分）序号构件名称单位工程量计算式清单编码定额编号备注1KL16(3)上通长筋c16Kg35.72（37*0.016+10.3+37*0.016）*2*1.578下通长筋c16Kg55.78（37*0.016+10.3+37*0.016）*3*1.578左支座钢筋c16Kg2.68(37*0.016+3.1/3)*1*1.578右支座钢筋c16Kg9.46(3.1/3+0.9+2.3+0.9+3.1/3)*1*1.578侧面受扭筋c12Kg41.01(0.5*0.85+5*0.012+10.3+0.5*0.85+5*0.012)*4*0.888箍筋a8Kg

2、15.782*(0.2-2*0.025)+(0.6-2*0.025)+2*(11.9*0.008)+(8*0.008)*26*0.395拉筋a6Kg1.45(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)*18*0.2222LK14(1)上通长筋c16Kg18.5(0.4-0.025+15*0.016+2.5+0.6-0.025+15*0.016)*3*1.578下通长筋c16Kg18.5(0.4-0.025+15*0.016+2.5+0.6-0.025+15*0.016)*3*1.578八 层 工程量计算表（ 梁 部分）序号构件名称单位工程量计算式清单编码定额

3、编号备注3KL15(5)上通长筋c16Kg58.310.6-0.025+15*0.016+16.7+0.6-0.025+15*0.016*2*1.578下通长筋c16Kg58.310.6-0.025+15*0.016+16.7+0.6-0.025+15*0.016*3*1.578右支座筋c16Kg4.6(4.3/3+0.3+4.3/3)*1*1.5781跨：箍筋a8Kg12.362*(0.2-2*0.025)+(0.6-2*0.025)+2*(11.9*0.008)+(8*0.008)*19*0.3952跨：箍筋a8Kg27.872*(0.2-2*0.025)+(0.6-2*0.025)+2*

4、(11.9*0.008)+(8*0.008)*43*0.3954KL13(2A)1跨：上通长筋c16Kg16.79(37*0.016+4.6+0.192-0.025)*2*1.5781跨：上通长筋3 c16Kg8.6437*0.016+4.6+(0.6-0.025*2)*(1.414-1)-0.025*1*1.5781跨：侧面受扭筋c12Kg17.94(0.5*0.9+5*0.012+4.6-0.025)*4*0.8881跨：下通长筋1 c16Kg16.35(37*0.016+4.6-0.025)*2*1.578八 层 工程量计算表（ 梁（钢筋） 部分）序号构件名称单位工程量计算式清单编码定额

5、编号备注2跨：下部钢筋1c16Kg3.68(12*0.016+2-0.025)*1*1.5781跨：箍筋1 c8Kg12.922*(0.2-2*0.025)+(0.6-2*0.025)+2*(11.9*0.008)+(8*0.008)*21*0.3951跨：拉筋1 a6Kg1.65(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)*20*0.2222跨：箍筋1 a8Kg14.372*(0.2-2*0.025)+(0.6-2*0.025)+2*(11.9*0.008)+(8*0.008)*21*0.3952跨：箍筋2 a6Kg1.58(0.2-2*0.025)+2*

6、(75+1.9*0.006)+(2*0.006)*22*0.2225KL1(1)上通长筋c16Kg18.61(0.4-0.025+15*0.016+2.5+0.5-0.025+15*0.016)*3*1.578下部钢筋c16Kg18.61(0.4-0.025+15*0.016+2.5+0.5-0.025+15*0.016)*3*1.578箍筋a8Kg11.832*(0.2-2*0.025)+(0.5-2*0.025)+2*(11.9*0.008)+(8*0.008)*20*0.3956XL2(1)上通长筋c16Kg10.0（37*0.016+2.35+0.193-0.025）*2*1.578

7、八 层 工程量计算表（ 梁（钢筋） 部分）序号构件名称单位工程量计算式清单编码定额编号备注下部钢筋c16Kg8.01（12*0.016+2.35-0.025）*2*1.578侧面受扭筋c12Kg9.64（37*0.012+2.35-0.025）*4*0.888箍筋a8Kg13.792*(0.2-2*0.025)+(0.5-2*0.025)+2*(11.9*0.008)+(8*0.008)*24*0.395拉筋a6Kg1.89(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)*26*0.2227KL1(8)上通长筋c16Kg13.6（0.4-0.025+15*0.0

8、16+1.6+0.4-0.025+15*0.016)*3*1.578下部钢筋c12Kg3.43(0.4-0.025+15*0.016+1.6+0.4-0.025+15*0.016)*3*0.395侧面受扭c16Kg9.78(0.4-0.025+15*0.012+1.6+0.4-0.025+15*0.012)*4*0.888箍筋a8Kg10.982*(0.2-2*0.025)+(0.6-2*0.025)+2*(11.9*0.008)+(8*0.008)*16*0.395拉筋a6Kg1.33(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)*18*0.2228KL2(

9、2) 八 层 工程量计算表（ 梁（钢筋） 部分）序号构件名称单位工程量计算式清单编码定额编号备注上通长筋c16Kg25.03(37*0.016+6.7+0.4-0.025+15*0.016)*2*1.578下通长筋c18Kg49.28(0.65-0.025+15*0.018+6.7+0.4-0.025+15*0.018)*3*1.998左支座筋c16Kg2.56(37*0.016+6.7+0.4-0.025+15*0.016)*2*1.578右支座筋c16Kg4.31(1+0.7+1)*1*1.578侧面受扭筋c12Kg28.03(37*0.012+6.7+0.4-0.025+15*0.012

10、)*4*0.888右支座筋c16Kg2.56(1+0.4-0.05+15*0.016)*1*1.578箍筋a8Kg17.362*(0.2-2*0.025)+(0.6-2*0.025)+2*(11.9*0.008)+(8*0.008)*27*0.395拉筋a6Kg1.72(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)*22*0.222箍筋a8Kg17.362*(0.2-2*0.025)+(0.6-2*0.025)+2*(11.9*0.008)+(8*0.008)*27*0.395拉筋a6Kg1.72(0.2-2*0.025)+2*(75+1.9*0.006)+(

11、2*0.006)*22*0.2229KL3(1) 八 层 工程量计算表（ 梁（钢筋） 部分）序号构件名称单位工程量计算式清单编码定额编号备注上通长筋c16Kg10.65(0.2-0.025+15*0.016+2.35+37*0.016)*2*1.578下通长筋c16Kg10.65(0.2-0.025+15*0.016+2.35+37*0.016)*2*1.578箍筋a8Kg6.342*(0.2-2*0.025)+(0.5-2*0.025)+2*(11.9*0.008)+(8*0.008)*11*0.3952跨:箍筋a8Kg6.342*(0.2-2*0.025)+(0.5-2*0.025)+2*

12、(11.9*0.008)+(8*0.008)*11*0.39510KL4(1A)上通长筋Kg23.93(0.2-0.025+15*0.016+6.2+0.192-0.025)*2*1.578上通长筋Kg3.26(0.2-0.025+15*0.016+1600)*1*1.578右支座筋Kg5(1600+0.8+0.6+0.192-0.025)*1*1.578右支座筋Kg7.64(1200+0.8+0.75*0.6)*2*1.578下通长筋Kg30.67(0.2-0.025+15*0.016+6.2-0.025)*3*1.578箍筋Kg18.912*(0.2-2*0.025)+(0.5-2*0.0

13、25)+2*(11.9*0.008)+(8*0.008)*32*0.395 八 层 工程量计算表（ 梁（钢筋） 部分）序号构件名称单位工程量计算式清单编码定额编号备注2跨：箍筋Kg4.032*(0.2-2*0.025)+(0.5-2*0.025)+2*(11.9*0.008)+(8*0.008)*7*0.39511KL5(2)上通长筋c18Kg22.04(0.5-0.025+15*0.018+4.1+0.4-0.025+15*0.018)*2*1.998左支座筋c18Kg7.13(0.5-0.025+15*0.018+1.025)*2*1.998跨中筋c18Kg6(45*0.018-4.1/3

14、+4.1+45*0.018-4.1/3)*1*1.998右支座筋c18Kg6.49(1.025+0.4-0.025+15*0.018)*2*1.998侧面受扭筋c12Kg21.12(37*0.012+4.1+0.4-0.025+15*0.012)*6*0.888侧面受扭筋c18Kg21.49(0.5-0.025+15*0.018+4.1+0.4-0.025+15*0.018)*2*1.998箍筋a10Kg44.652*(0.2-2*0.025)+(0.8-2*0.025)+2*(11.9*0.01)+(8*0.01)*34*0.617拉筋a6Kg0.23(0.2-2*0.025)+2*(75+

15、1.9*0.006)+(2*0.006)*33*0.22212L3(1) 八 层 工程量计算表（ 梁（钢筋） 部分）序号构件名称单位工程量计算式清单编码定额编号备注上通长筋c12Kg3.01(0.2-0.025+15*0.012+0.96+0.2-0.025+15*0.012)*2*0.888下部钢筋c14Kg3.24(12*0.014+0.96+12*0.014)*2*1.208箍筋a6.5Kg1.622*(0.12-2*0.025)+(0.4-2*0.025)+2*(75+1.9*0.0065)+(8*0.0065)*6*0.2613KL7(2)上通长筋c16Kg19.86(0.6-0.0

16、25+15*0.016+6.8+0.6-25+15*0.016)/2*3*1.578侧面受扭筋c12Kg27.9（37*0.012+6.8+37*0.012）*4*0.888下通长筋c16Kg39.95(0.6-0.025+15*0.016+6.8+0.6-0.025+15*0.016)/2*3*1.578箍筋a8Kg18.332*(0.02-2*0.025)+(0.6-2*0.025)+2*(11.9*0.008)+(8*0.008)*28*0.395拉筋a6Kg1.65(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)*22*0.22214KL9上通长筋c16

17、Kg13.3（0.2-0.025+15*0.016+7.6+0.2-0.025+15*0.016）/2*2*1.578 八 层 工程量计算表（ 梁（钢筋） 部分）序号构件名称单位工程量计算式清单编码定额编号备注右支座钢筋c16Kg4.32(3.7/3+0.204+3.7/3)*1.578下通长筋c16Kg8.11(0.2-0.025+15*0.016+7.6+0.2-0.025+15*0.016)/2*3*1.578箍筋a8Kg6.542*(0.2-2*0.025)+(0.4-2*0.025)+2*(11.9*0.008)+(8*0.008)*13*0.39515KL11(3B)(0.192-

18、0.025+14.9+0.192-0.025)/2*2*1.578上通长筋c16Kg23.99(0.9+5.65/3+8+0.192-0.025)*1*1，578右支座钢筋c16Kg17.03(37*O.O2+6-0.025)*3*2.446下通长筋c20Kg49.81(45*0.016-5.65/4+5.65+45*0.016-5.65/4)*2*1.578跨中筋c16Kg13.552*(0.2-2*0.025)+(0.5-2*0.025)+2*(11.9*0.008)+(8*0.008)*18*0.395箍筋1 a8Kg5.342*(0.2-2*0.025)+(0.5-2*0.025)+2

19、*(11.9*0.008)+(8*0.008)*11*0.395箍筋2 a8Kg6.52(0.192-0.025+14.9+0.192-0.025)/2*2*1.57816KL12(3) 八 层 工程量计算表（ 梁（钢筋） 部分）序号构件名称单位工程量计算式清单编码定额编号备注上通长筋c16Kg34.99(0.4-0.025+15*0.016+10.1+0.4-0.025+15*0.016)*2*1.578左支座筋c16Kg2.94(0.4-0.025+15*0.016+3.6/3)*1*1.578右支座筋c16Kg4.2(3.6/3+0.2+3.6/3)*1*1.578下通长筋c18Kg68

20、.31(0.4-0.025+15*0.018+10.1+0.4-0.025+15*0.018)*3*1.998箍筋a8Kg15.942*(0.2-2*0.025)+(0.45-2*0.025)+2*(11.9*0.008)+(8*0.008)*30*0.39517KL5（2）上通长筋c18Kg11.77(0.4-0.025+15*0.018+1.6+0.4-0.025+15*0.018)*2*1.998跨中筋c18Kg5.56(0.4-0.025+15*0.018+1.6+0.4-0.025+15*0.018)*1*1.998侧面受扭筋c12Kg14.34(0.4-0.025+15*0.012

21、+1.6+0.4-0.025+15*0.012)*6*0.888侧面受扭筋c18Kg17.53(0.4-0.025+15*0.018+1.6+0.4-0.025+15*0.018)*3*1.998箍筋a8Kg13.012*(0.2-2*0.025)+(0.8-2*0.025)+2*(11.9*0.008)+(8*0.008)*16*0.395 八 层 工程量计算表（ 梁（钢筋） 部分）序号构件名称单位工程量计算式清单编码定额编号备注拉筋a6Kg2(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)*27*0.22218L2(2)上通长筋c16Kg13.49(0.2-

22、0.025+15*0.016+3.4+0.2-0.025+15*0.016)*2*1.578下通长筋c16Kg11.92(12*0.016+3.4+12*0.016)*2*1.5781跨：箍筋a6.5Kg2.782*(0.2-2*0.025)+(0.4-2*0.025)+2*(75+1.9*0.065)+(8*0.065)*9*0.262跨：箍筋a6.5Kg2.782*(0.2-2*0.025)+(0.4-2*0.025)+2*(75+1.9*0.0065)+(8*0.065)*9*0.2619L4(1)上通长筋c14Kg5.78(0.2-0.025+15*0.014+1.7+0.168-0.

23、025)*2*1.208下部钢筋c16Kg5.93(12*0.016+1.7-0.025)*2*1.578箍筋a8Kg8.992*(0.2-2*0.025)+(0.4-2*0.025)+2*(11.9*0.008)+(8*0.008)*18*0.39520L6(1) 八 层 工程量计算表（ 梁（钢筋） 部分）序号构件名称单位工程量计算式清单编码定额编号备注上通长筋c16Kg12.58(0.2-0.025+15*0.016+3.1+0.2-25+15*0.016)*2*1.578下部钢筋c16Kg16.77(12*0.016+3.1+12*0.016)*2*1.578箍筋c6.5Kg6.092*

24、(0.2-2*0.025)+(0.5-2*0.025)+2*(75+1.9*0.0065)+(8*0.0065)*16*0.2621KL10(1)上通长筋c14Kg14.99(0.4-0.025+15*0.014+4.25+45*0.014-4.25/3)*1.208*3右支座钢筋c16Kg9.08(4.25/3+0.3-0.025+15*0.016)*3*1.578侧面受扭筋c12Kg18.45(4.25/3+0.3-0.025+15*0.012)*4*0.888下部钢筋1 c18Kg21.74(0.4-0.025+15*0.018+4.25+0.3-0.025+15*0.018)*2*1.

25、998下部钢筋3 c18Kg21.74(0.4-0.025+15*0.018+4.25+0.3-0.025+15*0.018)*2*1.998)*2*1.998箍筋a8Kg26.34(0.4-0.025+15*0.008+4.25+0.3-25+15*0.008)*43*0.395拉筋a6Kg3.25(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)*44*0.222 八 层 工程量计算表（ 梁（钢筋） 部分）序号构件名称单位工程量计算式清单编码定额编号备注22L5(2)上通长筋c16Kg13.21(0.2-0.025+15*0.016+3.3+0.2-0.025

26、+15*0.016)*2*1.578右支座筋c16Kg2(1.6/3+0.2+1.6/3)*1*1.578下部钢筋c16Kg6.31(12*0.016+1.6+12*0.016)*2*1.578下部钢筋c16Kg5.91(12*0.016+1.5+12*0.016)*2*1.578箍筋a6.5Kg2.772*(0.2-2*0.025)+(0.4-2*0.025)+2*(75+1.9*0.0065)+(8*0.0065)*9*0.26箍筋a6.5Kg2.872*(0.2-2*0.0025)+(0.5-2*0.0025)+2*(75+1.9*0.0065)+(8*0.0065)*8*0.26 八

27、层 工程量计算表（ 柱（钢筋） 部分）序号构件名称单位工程量计算式清单编码定额编号备注GBZ01全部纵筋1 c12Kg(3-0.5+0.5+48*0.012)*6*0.888*11箍筋1 a8Kg2*(0.4-2*0.03)+(0.2-2*0.03)+2*（11.9*0.008）8*0.008*41*0.395*11箍筋2 a8Kg(0.2-2*0.03)+2*(11.9*0.008)+2*0.008*41*0.395*11GBZ02全部纵筋1 c12Kg（3-0.9+0.9+48*0.012）*10*0.888全部纵筋2 c16Kg（3-0.9+0.9）*8*1.578箍筋1 a8Kg2*（

28、0.8-0.06+0.2-0.06）+2*（11.9*0.008）+8*0.008*27*0.395箍筋2 a6.5Kg2*(0.2-0.06+0.5-0.06)+2*(75+1.9*0.0065)+8*0.0065*27*0.26拉筋1 a6.5Kg0.2-0.06+2*(75+1.9*0.0065)+2*0.0065*27*0.26拉筋2 a6.5Kg0.2-0.06+2*(75+1.9*0.0065)+2*0.0065*27*0.26拉筋3 a6.5Kg0.2-0.06+2*(75+1.9*0.0065)+2*0.0065*27*0.26 八 层 工程量计算表（ 柱（钢筋） 部分）序号构

29、件名称单位工程量计算式清单编码定额编号备注GBZ03全部纵筋1 c18Kg3*12*1.998全部纵筋2 c22Kg3*4*2.984箍筋1 a8Kg2*(0.4-0.06+0.8-0.06)+2*(11.9*0.008)+8*0.008*30*0.395箍筋2 a8Kg(1.1-0.06+0.2-0.06)+2*(11.9*0.008)+8*0.008*30*0.395拉筋1 a8Kg0.8-0.06+2*(11.9*0.008)*30*0.395拉筋2 a8Kg0.2-0.06+2*(11.9*0.008+2*0.008)*30*0.395GBZ04全部纵筋1 c12Kg（3+48*0.0

30、12）*16*0.888箍筋1 a8Kg2*(0.8-0.06+0.2-0.06)+2*(11.9*0.008)+8*0.008*33*0.395箍筋2 a6.5Kg2*(0.5-0.06+0.2-0.06)+2*(75+1.9*0.0065)+8*0.0065*33*0.26拉筋1 a6.5Kg0.2-0.06+2*(75+1.9*0.0065)+2*0.0065*33*0.26拉筋2 a6.5Kg0.2-0.06+2*(75+1.9*0.0065)+2*0.0065*33*0.26 八 层 工程量计算表（ 柱（钢筋） 部分）序号构件名称单位工程量计算式清单编码定额编号备注GBZ05全部纵筋

31、1 c12Kg（3+48*0.012）*4*0.888*5全部纵筋2 c14Kg（3+48*0.014）*10*1.208*5箍筋1 a8Kg2*(0.5-0.06+0.2-0.06)+2*(11.9*0.008)+8*0.008*32*0.395*5箍筋2 a6.5Kg2*(0.7-0.06+0.3-0.06)+2*(75+1.9*0.008)+8*0.008*32*0.26*5拉筋1 a8Kg0.2-0.06+2*(11.9*0.008)+2*0.008*39*0.395*5拉筋2 a8Kg0.2-0.06+2*(11.9*0.008)+2*0.008*39*0.395*5GBZ06全部纵

32、筋1 c12Kg（3+48*0.012）*14*0.888全部纵筋2 c16Kg3*2*1.578拉筋1 a6.5Kg0.2-0.06+2*(75+1.9*0.0065)+2*0.0065*27*0.26拉筋2 a6.5Kg0.2-0.06+2*(75+1.9*0.0065)+2*0.0065*27*0.26 八 层 工程量计算表（ 柱（钢筋） 部分）序号构件名称单位工程量计算式清单编码定额编号备注GBZ07全部纵筋1 c18Kg3*16*1.998全部纵筋2 c22Kg3*4*2.984箍筋1 a8Kg2*(0.4-0.06+0.9-0.06)+2*(11.9*0.008)+8*0.008*

33、32*0.395箍筋2 a8Kg2*(1.2-0.06+0.2-0.06)+2*(11.9*0.008)+8*0.008*32*0.395拉筋1 a8Kg0.9-0.06+2*(11.9*0.008)+2*0.008*32*0.395拉筋2 a8Kg0.2-0.06+2*(11.9*0.008)*32*0.395拉筋3 a6.5Kg0.2-0.06+2*(75+1.9*0.008)+2*0.008*16*0.26*2GBZ08全部纵筋c16Kg3*20*1.578*2箍筋1 a6.5Kg2*(0.9-0.06+0.2-0.06)+2*(11.9*0.008)+8*0.008*16*0.395*

34、2箍筋2 a6.5Kg0.2-0.06+2*(75+1.9*0.008)+2*0.008*16*0.26*2拉筋1 a6.5Kg2*(0.2-0.06+0.6-0.06)+2*(75+1.9*0.008)+8*0.008*16*0.26*2 八 层 工程量计算表（ 柱（钢筋） 部分）序号构件名称单位工程量计算式清单编码定额编号备注拉筋2 a6.5Kg0.2-0.06+2*(75+1.9*0.008)+2*0.008*16*0.26*2拉筋3 a6.5Kg0.2-0.06+2*(75+1.9*0.008)+2*0.008*16*0.26*2GBZ09全部纵筋1 c16Kg3*15*1.578箍筋

35、1 a8Kg2*(0.75-0.06+0.25-0.06)+2*(11.9*0.008)+8*0.008*21*0.395拉筋1 a6.5Kg0.25-0.06+2*(75+1.9*0.0065)+2*0.0065*16*0.26箍筋2 a8Kg2*(0.55-0.06+0.25-0.06)+2*(11.9*0.008)+8*0.008*16*0.395拉筋2 a6.5Kg0.25-0.06+2*(75+1.9*0.0065)+2*0.0065*16*0.26GBZ10全部纵筋1 c16Kg3*18*1.578箍筋1 a8Kg2*(0.85-0.06+0.25-0.06)+2*(11.9*0.

36、008)+8*0.008*21*0.395拉筋1 a6.5Kg0.25-0.06+2*(75+1.9*0.0065+2*0.0065)*16*0.26箍筋2a8Kg2*(0.75-0.06+0.25-0.06)+2*(11.9*0.008)+8*0.008*21*0.395 八 层 工程量计算表（ 柱（钢筋） 部分）序号构件名称单位工程量计算式清单编码定额编号备注拉筋2 a6.5Kg0.25-0.06+2*(75+1.9*0.0065+2*0.0065)*16*0.26GBZ11全部纵筋1 c16Kg3*13*1.578全部纵筋2 c18Kg3*3*1.998箍筋1 a8Kg2*(0.85-0

37、.06+0.3-0.06)+2*(11.9*0.008)+8*0.008*16*0.395拉筋1 a6.5Kg0.3-0.06+2*（75+1.9*0,0065）+2*0.0065*16*0.26箍筋2 a6.5Kg2*(0.6-0.06+0.25-0.06)+2*(75+1.9*0.0065)+8*0.0065*16*0.26拉筋2 a6.5Kg0.25-0.06+2*(75+1.9*0.0065)+2*0.0065*16*0.26GBZ12全部纵筋1 c16Kg3*15*1.578*2全部纵筋2 c18Kg3*3*1.998*2箍筋1 a8Kg2*(0.9-0.06+0.3-0.06)+2

38、*(11.9*0.008)+8*0.008*16*0.395*2拉筋1 a8Kg0.3-0.06+2*(11.9*0.008)+2*0.008*16*0.395*2 八 层 工程量计算表（ 柱（钢筋） 部分）序号构件名称单位工程量计算式清单编码定额编号备注箍筋2 a8Kg2*(0.3+0.3-2*0.03+0.3-2*0.03)+2*(11.9*0.008)+8*0.008*16*0.395*2拉筋2 a8Kg0.3-2*0.03+2*(11.9*0.008)+2*0.008*16*0.395*2GBZ13全部纵筋1 c14Kg（3+48*0.014）*10*1.208*2箍筋1 a8Kg2*

39、(0.2-2*0.03)+(0.5-2*0.03)+2*(11.9*0.008)+(8*0.008)*39*0.395*2箍筋2 a8Kg(0.5-2*0.03)+2*(11.9*0.008)+(2*0.008)*39*0.395*2箍筋3 a8Kg2*(0.5-2*0.03-14)/3*1+14)+(0.3-2*0.03)+2*(11.9*0.008)+(8*0.008)*39*0.395*2GBZ14全部纵筋1 c14Kg（3+48*0.014）*14*1.208箍筋1 a8Kg2*(0.3+0.3-2*0.03+0.3-2*0.03)+2*(11.9*0.008)+8*0.008*32*

40、0.395拉筋1 a6.5Kg0.3-2*0.03+2*(75+1.9*0.0065)+2*0.0065*32*0.395箍筋2 a6.5Kg2*(0.3+0.3-2*0.03+0.3-2*0.03)+2*(75+1.9*0.0065)+8*0.0065*32*0.26拉筋2 a6.5Kg0.3-2*0.03+2*(75+1.9*0.0065)+2*0.0065*32*0.26 八 层 工程量计算表（ 柱（钢筋） 部分）序号构件名称单位工程量计算式清单编码定额编号备注GBZ15全部纵筋1c16Kg3*16*1.587*2 全部纵筋2c18Kg3*4*1.998*2箍筋1a8Kg2*(0.15+

41、0.3-2*0.03+0.4-2*0.03)+2*(11.9*0.008)+8*0.008*29*0.395*2拉筋1a8Kg0.4-2*0.03+2*(11.9*0.008)+2*0.008*29*0.395*2 箍筋2a8Kg2*(0.3+0.45-2*0.03+0.02-2*0.03)+2*(11.9*0.008)+8*0.008*29*0.395*2拉筋2a8Kg0.2-2*0.03+2*(11.9*0.008)+2*0.008*29*0.395*2GBZ16全部纵筋1c14Kg（3+48*0.014）*18*1.208箍筋1a8Kg0.3-2*0.03+2*(75+1.9*0.008

42、)+2*0.008*32*0.395拉筋1a6.5Kg0.3-2*0.03+2*(75+1.9*0.0065)+2*0.0065*32*0.26箍筋2a6.5Kg2*(0.2+0.3-2*0.03+0.2-2*0.03)+2*(75+1.9*0.0065)+8*0.0065*32*0.26拉筋2a6.5Kg0.02-2*0.03+2*(75+1.9*0.0065)+2*0.0065*32*0.26 八 层 工程量计算表（ 柱（钢筋） 部分）序号构件名称单位工程量计算式清单编码定额编号备注GBZ17全部纵筋1c14Kg（3+48*0.014）*24*1.208箍筋1a8Kg2*(0.3+0.2+

43、0.25+0.2-2*0.03+0.25-2*0.03)+2*(11.9*0.008)+8*0.008*34*0.195拉筋1a6.5Kg0.25-2*0.03+2*(75+1.9*0.0065)+2*0.0065*32*0.26箍筋2a8Kg2*(0.2-2*0.03+0.5+0.25-2*0.03)+2*(11.9*0.008)+8*0.008*32*0.395拉筋2a6.5Kg0.2-2*0.03+2*(75+1.9*0.0065)+2*0.0065*32*0.26拉筋3a6.5Kg0.2-2*0.03+2*(75+1.9*0.0065)+2*0.0065*32*0.26 八 层 工程量

44、计算表（ 墙（钢筋） 部分）序号构件名称单位工程量计算式清单编码定额编号备注1剪力墙2001轴-C轴-F轴水平分布筋a8Kg55.78(2.8+0.5+1.2-0.02*2)*2+(0.2-0.02*2)*2+2*11.9*0.008*(3/0.2)*0.395竖向分布筋a10Kg7.023*(2.8+0.5+1.2-0.02*2)/0.2)*0.167拉筋a6.5Kg14.54(0.2-0.02*0.2)+2*6.25*0.0065*24+(0.2-0.02*0.2)+2*6.25*0.0065*1122剪力墙2002轴-C轴-D轴水平分布筋a8Kg15.3390.5+0.4+0.2-0.02*2）*2+(0.2-0.02*2)*2+2*11.9*0.008*15*0.395竖向分布筋a10Kg33*(0.5+0.4+0.2-0.02*2）/0.2*0.167拉筋a6.5Kg3.54(0.2-0.02*2)+2*6.25*0.0065*30*0.26+(0.2-0.02*2)+2*6.25*0.0065*27*0.263剪力墙2002轴-F轴-G轴水平分布筋a