樓層土建手算書

1、.：.； 八 層 工程量計算表 梁鋼筋 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注1KL16(3)上通長筋c16Kg35.7237*0.016+10.3+37*0.016*2*1.578下通長筋c16Kg55.7837*0.016+10.3+37*0.016*3*1.578左支座鋼筋c16Kg2.68(37*0.016+3.1/3)*1*1.578右支座鋼筋c16Kg9.46(3.1/3+0.9+2.3+0.9+3.1/3)*1*1.578側(cè)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a8Kg15.7

2、82*(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)上通長筋c16Kg18.5(0.4-0.025+15*0.016+2.5+0.6-0.025+15*0.016)*3*1.578下通長筋c16Kg18.5(0.4-0.025+15*0.016+2.5+0.6-0.025+15*0.016)*3*1.578八 層 工程量計算表 梁 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注3K

3、L15(5)上通長筋c16Kg58.310.6-0.025+15*0.016+16.7+0.6-0.025+15*0.016*2*1.578下通長筋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*

4、0.008)+(8*0.008)*43*0.3954KL13(2A)1跨：上通長筋c16Kg16.79(37*0.016+4.6+0.192-0.025)*2*1.5781跨：上通長筋3 c16Kg8.6437*0.016+4.6+(0.6-0.025*2)*(1.414-1)-0.025*1*1.5781跨：側(cè)面受扭筋c12Kg17.94(0.5*0.9+5*0.012+4.6-0.025)*4*0.8881跨：下通長筋1 c16Kg16.35(37*0.016+4.6-0.025)*2*1.578八 層 工程量計算表 梁鋼筋 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注2跨：下部鋼

5、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*0.

6、006)+(2*0.006)*22*0.2225KL1(1)上通長筋c16Kg18.61(0.4-0.025+15*0.016+2.5+0.5-0.025+15*0.016)*3*1.578下部鋼筋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)上通長筋c16Kg10.037*0.016+2.35+0.193-0.025*2*1.578 八 層 工程量計算表 梁

7、鋼筋 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注下部鋼筋c16Kg8.0112*0.016+2.35-0.025*2*1.578側(cè)面受扭筋c12Kg9.6437*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)上通長筋c16Kg13.60.4-0.025+15*0.016+1.6+0.4-0.025+15*0

8、.016)*3*1.578下部鋼筋c12Kg3.43(0.4-0.025+15*0.016+1.6+0.4-0.025+15*0.016)*3*0.395側(cè)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 層 工程量計算表 梁鋼筋 部分序

9、號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注上通長筋c16Kg25.03(37*0.016+6.7+0.4-0.025+15*0.016)*2*1.578下通長筋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側(cè)面受扭筋c12Kg28.03(37*0.012+6.7+0.4-0.025+15*0.012)*4*0.888右支座筋c16Kg2.56(1+

10、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)*22*0.2229KL3(1)

11、八 層 工程量計算表 梁鋼筋 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注上通長筋c16Kg10.65(0.2-0.025+15*0.016+2.35+37*0.016)*2*1.578下通長筋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*0.008)+(8*0.008)*11*0.3

12、9510KL4(1A)上通長筋Kg23.93(0.2-0.025+15*0.016+6.2+0.192-0.025)*2*1.578上通長筋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下通長筋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*(11.9*0.008)+(8*0.008)*

13、32*0.395 八 層 工程量計算表 梁鋼筋 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注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)上通長筋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*0.018-4.1/3)*1*1.998右支座筋c

14、18Kg6.49(1.025+0.4-0.025+15*0.018)*2*1.998側(cè)面受扭筋c12Kg21.12(37*0.012+4.1+0.4-0.025+15*0.012)*6*0.888側(cè)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*0.006)+(2*0.006)*33*0.22212L3

15、(1) 八 層 工程量計算表 梁鋼筋 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注上通長筋c12Kg3.01(0.2-0.025+15*0.012+0.96+0.2-0.025+15*0.012)*2*0.888下部鋼筋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)上通長筋c16Kg19.86(0.6-0.025+15*0.016+6.8+0.6-25+15*0.016)/2*3*

16、1.578側(cè)面受扭筋c12Kg27.937*0.012+6.8+37*0.012*4*0.888下通長筋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上通長筋c16Kg13.30.2-0.025+15*0.016+7.6+0.2-0.025+

17、15*0.016/2*2*1.578 八 層 工程量計算表 梁鋼筋 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注右支座鋼筋c16Kg4.32(3.7/3+0.204+3.7/3)*1.578下通長筋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+14.9+0.192-0.025)/2*2*1.578上通長筋c16Kg23.

18、99(0.9+5.65/3+8+0.192-0.025)*1*1，578右支座鋼筋c16Kg17.03(37*O.O2+6-0.025)*3*2.446下通長筋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*0.008)+(8*0.008)*11*0.395箍筋2 a8Kg6.52(

19、0.192-0.025+14.9+0.192-0.025)/2*2*1.57816KL12(3) 八 層 工程量計算表 梁鋼筋 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注上通長筋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下通長筋c18Kg68.31(0.4-0.025+15*0.018+10.1+0.4-0.025+15*0.018)*3

20、*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*0.39517KL52上通長筋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側(cè)面受扭筋c12Kg14.34(0.4-0.025+15*0.012+1.6+0.4-0.025+15*0.012)*6*0.888側(cè)面受扭筋c18Kg17.53(0.4

21、-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 層 工程量計算表 梁鋼筋 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注拉筋a6Kg2(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)*27*0.22218L2(2)上通長筋c16Kg13.49(0.2-0.025+15*0.016+3.4+0.2-0.025+15*0.016)*2*1.578下通長筋c16Kg

22、11.92(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)上通長筋c14Kg5.78(0.2-0.025+15*0.014+1.7+0.168-0.025)*2*1.208下部鋼筋c16Kg5.93(12*0.016+1.7-0.025)*2*1.578箍筋

23、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 層 工程量計算表 梁鋼筋 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注上通長筋c16Kg12.58(0.2-0.025+15*0.016+3.1+0.2-25+15*0.016)*2*1.578下部鋼筋c16Kg16.77(12*0.016+3.1+12*0.016)*2*1.578箍筋c6.5Kg6.092*(0.2-2*0.025)+(0.5-2*0.025)+2*(75+1.9*0.0065)+(8*0.0065)*16

24、*0.2621KL10(1)上通長筋c14Kg14.99(0.4-0.025+15*0.014+4.25+45*0.014-4.25/3)*1.208*3右支座鋼筋c16Kg9.08(4.25/3+0.3-0.025+15*0.016)*3*1.578側(cè)面受扭筋c12Kg18.45(4.25/3+0.3-0.025+15*0.012)*4*0.888下部鋼筋1 c18Kg21.74(0.4-0.025+15*0.018+4.25+0.3-0.025+15*0.018)*2*1.998下部鋼筋3 c18Kg21.74(0.4-0.025+15*0.018+4.25+0.3-0.025+15*0.

25、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 層 工程量計算表 梁鋼筋 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注22L5(2)上通長筋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下部鋼筋c16Kg6

26、.31(12*0.016+1.6+12*0.016)*2*1.578下部鋼筋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 層 工程量計算表 柱鋼筋 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注GBZ01全部縱筋1 c12Kg(3-0.5+0

27、.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*0.0088*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全部縱筋1 c12Kg3-0.9+0.9+48*0.012*10*0.888全部縱筋2 c16Kg3-0.9+0.9*8*1.578箍筋1 a8Kg2*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

28、.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 層 工程量計算表 柱鋼筋 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注GBZ03全部縱筋1 c18Kg3*12*1.998全部縱筋2 c22Kg3*4*2.984箍筋1 a8Kg2*(0.4

29、-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全部縱筋1 c12Kg3+48*0.012*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 a6.5Kg

30、2*(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 層 工程量計算表 柱鋼筋 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注GBZ05全部縱筋1 c12Kg3+48*0.012*4*0.888*5全部縱筋2 c14Kg3+48*0.014*10*1.208*5箍筋1 a8Kg2*(0.5-0.06+0.2-0.06

31、)+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全部縱筋1 c12Kg3+48*0.012*14*0.888全部縱筋2 c16Kg3*2*1.578拉筋1 a6.5Kg0.2-0.06+2*(75+1.9*0.0065)+2*0.006

32、5*27*0.26拉筋2 a6.5Kg0.2-0.06+2*(75+1.9*0.0065)+2*0.0065*27*0.26 八 層 工程量計算表 柱鋼筋 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注GBZ07全部縱筋1 c18Kg3*16*1.998全部縱筋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*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*0.0

33、08)+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全部縱筋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*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

34、.008)+8*0.008*16*0.26*2 八 層 工程量計算表 柱鋼筋 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注拉筋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全部縱筋1 c16Kg3*15*1.578箍筋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*

35、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全部縱筋1 c16Kg3*18*1.578箍筋1 a8Kg2*(0.85-0.06+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2a8Kg2*(0.75-0.06+0.25-0

36、.06)+2*(11.9*0.008)+8*0.008*21*0.395 八 層 工程量計算表 柱鋼筋 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注拉筋2 a6.5Kg0.25-0.06+2*(75+1.9*0.0065+2*0.0065)*16*0.26GBZ11全部縱筋1 c16Kg3*13*1.578全部縱筋2 c18Kg3*3*1.998箍筋1 a8Kg2*(0.85-0.06+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 a6.5K

37、g2*(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全部縱筋1 c16Kg3*15*1.578*2全部縱筋2 c18Kg3*3*1.998*2箍筋1 a8Kg2*(0.9-0.06+0.3-0.06)+2*(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 層 工程量計算表 柱鋼筋 部分序號構(gòu)件稱號單

38、位工程量計算式清單編碼定額編號備注箍筋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全部縱筋1 c14Kg3+48*0.014*10*1.208*2箍筋1 a8Kg2*(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*0.3

39、95*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全部縱筋1 c14Kg3+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*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*0.00

40、65)+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 層 工程量計算表 柱鋼筋 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注GBZ15全部縱筋1c16Kg3*16*1.587*2 全部縱筋2c18Kg3*4*1.998*2箍筋1a8Kg2*(0.15+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

41、.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全部縱筋1c14Kg3+48*0.014*18*1.208箍筋1a8Kg0.3-2*0.03+2*(75+1.9*0.008)+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*

42、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 層 工程量計算表 柱鋼筋 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注GBZ17全部縱筋1c14Kg3+48*0.014*24*1.208箍筋1a8Kg2*(0.3+0.2+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.

43、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 層 工程量計算表 墻鋼筋 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注1剪力墻2001軸-C軸-F軸程度分布筋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

44、豎向分布筋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剪力墻2002軸-C軸-D軸程度分布筋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豎向分布筋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+

45、(0.2-0.02*2)+2*6.25*0.0065*27*0.263剪力墻2002軸-F軸-G軸程度分布筋a8Kg36.1(1+0.7+0.7-0.02*2)*2+(0.2-0.02*2)*2+2*11.9*0.008*15*0.395豎向分布筋a10Kg6.113*(1+0.7+0.7-0.02*2/0.2*0.1677.54 八 層 工程量計算表 墻鋼筋 部分序號構(gòu)件稱號a10單位工程量計算式清單編碼定額編號備注拉筋a6.5Kg7.43(0.2-0.02*2)+2*6.25*0.0065*60*0.26+(0.2-0.02*2)+2*6.25*0.0065*59*0.264剪力墻2504

46、軸-A軸B軸程度分布筋a10Kg10.98(0.9+0.445+0.6-0.02*2*2+0.25-0.02*2*2+2*11.9*0.001*15*0.167豎向分布筋a10Kg5.123*(0.9+0.445+0.6-0.02*2/0.2*0.167拉筋a6.5Kg7.54(0.25-0.02*2+2*6.25*0.0065*50*0.26+(0.25-0.02*2+2*6.25*0.0065*49*0.265剪力墻2504軸-C軸-E軸程度分布筋a10Kg8.36(2.1+0.55+0.45-0.02*2*2+(0.25-0.02*2)*2+2*11.9*0.001*15*0.167豎向

47、分布筋a10Kg7.983*(2.1+0.55+0.45-0.02*2)/0.2*0.167拉筋a6.5Kg11.26(0.25-0.02*2)+2*6.25*0.006*80*0.16+(0.25-0.02*2)+2*6.25*0.006*77*0.1676剪力墻3007軸-A軸-B軸程度分布筋b12Kg63(0.9+0.5+0.6-0.02*2)*2+(0.3-0.02*2*2+2*11.9*0.012*15*0.888 八 層 工程量計算表 墻鋼筋 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注豎向分布筋b12Kg27.143*(0.9+0.5+0.6-0.02*2)/0.2*0.

48、888拉筋a6.5Kg13.46(0.3-0.02*2+2*6.25*0.0065*75*0.26+(0.3-0.02*2+2*6.25*0.0065*74*0.267剪力墻250G軸-4軸-5軸程度分布筋a8Kg14.56(0.9+0.75+0.4-0.02*2)*2+0.25-0.02*2*2+2*11.9*0.008*15*0.395豎向分布筋a10Kg20.983*(0.9+0.75+0.4-0.02*2)/0.2*0.167拉筋a6.5Kg7.89(0.25-0.02*2+2*6.25*0.0065*55*0.26+(0.25-0.02*2+2*6.25*0.0065*51*0.26

49、8剪力墻2007軸-F軸-G軸程度分布筋a8Kg25.75(1.2+0.4+0.4-0.02*2)*2+(0.2-0.02*2)*2+2*11.9*0.008*15*0.395豎向分布筋a10Kg5.033*(1.2+0.4+0.4-0.02*2)/0.2*0.167拉筋a6.5Kg6.51(0.2-0.02*2)+2*6.25*0.0065*50*0.26(0.2-0.02*2)+2*6.25*0.0065*49*0.269剪力墻3008軸-H軸-K軸 八 層 工程量計算表 墻鋼筋 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注程度分布筋b12Kg67.48(1.1+0.6+0.6-0

50、.02*2)*2+(0.3-0.02*2)*2+2*11.9*0.0012*15*0.888豎向分布筋b12Kg37.83*(1.1+0.6+0.6-0.02*2)/0.2*0.888拉筋a6.5Kg16.9(0.3-0.02*2)+2*6.25*0.0065*105*0.26+(0.3-0.02*2)+2*6.25*0.0065*85*0.2610剪力墻200J軸-3軸-4軸程度分布筋a8Kg27.62(0.85+0.7+0.4-0.02*2)*2+(0.2-0.02*2*2+2*11.9*0.008*15*0.395豎向分布筋a10Kg5.313*(0.85+0.7+0.4-0.02*2)

51、/0.2*0.167拉筋a6.5Kg6.01(0.2-0.02*2+2*6.25*0.0065*50*0.26+(0.2-0.02*2+2*6.25*0.0065*48*0.2611剪力墻2003軸-M軸-N軸程度分布筋a8Kg27.55(0.6+1.1+0.4-0.02*2)*2+(0.2-0.02*2*2+2*11.9*0.008*15*0.395豎向分布筋a10Kg5.633*(0.6+1.1+0.4-0.02*2)/0.2*0.167拉筋a6.5Kg6.78(0.2-0.02*2+2*6.25*0.0065*55*0.26+(0.2-0.02*2)+2*6.25*0.0065*52*0

52、.26 八 層 工程量計算表 墻鋼筋 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注12剪力墻200N軸-5軸-6軸程度分布筋a8Kg22.03(0.6+1.1+0.4-0.02*2)*2+(0.2-0.02*2*2+2*11.9*0.008*15*0.395豎向分布筋a10Kg33*(0.6+1.1+0.4-0.02*2/0.2*0.167拉筋a6.5Kg7.84(0.2-0.02*2)+2*6.25*0.0065*75*0.26+(0.2-0.02*2+2*6.25*0.0065*41*0.2613剪力墻K軸-8軸-9軸程度分布筋b12Kg44.444(0.4+0.6+0.3-0.0

53、2*2*2+0.3-0.02*2*2+2*11.9*0.0012*15*0.888豎向分布筋b12Kg18.753*(0.4+0.6+0.3-0.02*2/0.2*0.888拉筋a6.5Kg8.73(0.3-0.02*2+2*6.25*0.0065*53*0.26+(0.3-0.02*2+2*6.25*0.0065*48*0.26 八 層 工程量計算表 柱(混凝土) 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注1GBZ01m31.94(0.2*0.4)*3*82GBZ02m30.90.3*33GBZ03m31.160.38*34GBZ04m30.880.22*35GBZ05m31.80

54、.2*3*36GBZ06m30.740.24*37GBZ07m31.280.42*38GBZ08m30.80.34*39GBZ09m30.78950.2625*310GBZ10m31.10150.3375*311GBZ11m30.890.33*3 八 層 工程量計算表 柱(混凝土) 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注12GBZ12m31.080.36*313GBZ13m30.55(0.3*0.5)*314GBZ14m30.750.27*315GBZ15m31.640.36*316GBZ16m30.880.22*317GBZ17m31.28750.4175*3匯總m318.4415 八 層 工程量計算表 墻混凝土 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注1JLQ-1-1m32.28(0.4*3)*0.32JLQ-2-1m33.215(2.1*3)*0.253JLQ-3-1m34.9797(0.8*3)*0.24內(nèi)墻m333.4841(3.3*3)*0.2-0.12合計m343.9588 八 層 工程量計算表 梁混凝土 部分序號構(gòu)件稱號單位工程量計算式清單編碼定額編號備注1KL8(1)m30.184(0.2*0.6*