楼层土建手算书.docx

1、楼层土建手算书楼层土建手算书序号构件名称单位工程量运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a8Kg15.782*(

2、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 工程量运算表（ 梁 部分）序号构件名称单位工程量运算式清单编码定额编号备注3KL1

3、5(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*(11.9*0.

4、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 工程量运算表（ 梁（钢筋） 部分）序号构件名称单位工程量运算式清单编码定额编号备注2跨：下

5、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*(75+1.9*

6、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 八 层 工程量运

7、算表（ 梁（钢筋） 部分）序号构件名称单位工程量运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*0.016+1.6+0

8、.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(2) 八 层 工

9、程量运算表（ 梁（钢筋） 部分）序号构件名称单位工程量运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)*4*0.88

10、8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)+(2*0.006)

11、*22*0.2229KL3(1) 八 层 工程量运算表（ 梁（钢筋） 部分）序号构件名称单位工程量运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*(11.9*0.

12、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*0.025)+2*(1

13、1.9*0.008)+(8*0.008)*32*0.395 八 层 工程量运算表（ 梁（钢筋） 部分）序号构件名称单位工程量运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+4.1+45*

14、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+1.9*0.00

15、6)+(2*0.006)*33*0.22212L3(1) 八 层 工程量运算表（ 梁（钢筋） 部分）序号构件名称单位工程量运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(0.6-0.025+15*0.

16、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c16Kg13.3（0

17、.2-0.025+15*0.016+7.6+0.2-0.025+15*0.016）/2*2*1.578 八 层 工程量运算表（ 梁（钢筋） 部分）序号构件名称单位工程量运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)(0.192-0.025+14

18、.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*(11.9*0

19、.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 工程量运算表（ 梁（钢筋） 部分）序号构件名称单位工程量运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c18Kg68.31(0.4-

20、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+1.6+0.4

21、-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 工程量运算表（ 梁（钢筋） 部分）序号构件名称单位工程量运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(0.2-0.025+15

22、*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+0.168-0.025)*2*1

23、.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 工程量运算表（ 梁（钢筋） 部分）序号构件名称单位工程量运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*(0.2-2*0

24、.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*1.998下部钢筋3

25、 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 工程量运算表（ 梁（钢筋） 部分）序号构件名称单位工程量运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+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c16Kg6.3