樓層土建手算書(shū)

1、Evaluation Warning: The document was created with Spire.Doc for .NET. 八 層 工程量計(jì)算表（ 梁（鋼筋） 部分）序號(hào)構(gòu)件名稱(chēng)單位工程量計(jì)算式清單編碼定額編號(hào)備注1KL16(3)上通長(zhǎng)筋cc16Kg35.722（37*00.0116+110.33+377*0.0166）*22*1.5788下通長(zhǎng)筋cc16Kg55.788（37*00.0116+110.33+377*0.0166）*33*1.5788左支座鋼筋筋c166Kg2.68(37*00.0116+33.1/3)*1*11.5778右支座鋼筋筋c166Kg9.46(3.1

2、/3+00.9+2.33+0.9+33.1/3)*1*11.5778側(cè)面受扭筋筋c122Kg41.011(0.5*0.885+55*0.0122+100.3+0.55*0.85+5*00.0112)*4*00.8888箍筋a8Kg15.7882*(0.22-2*0.0025)+(00.6-2*00.0225)+2*(111.9*0.0008)+(88*0.0088)*26*0.3395拉筋a6Kg1.45(0.22-2*0.0025)+2*(755+1.9*00.0006)+(2*0.0006)*118*00.22222LK14(1)上通長(zhǎng)筋cc16Kg18.5(0.4-0.0025+15*0

3、.0016+2.55+0.6-00.0225+115*00.0116)*3*11.5778下通長(zhǎng)筋cc16Kg18.5(0.4-0.0025+15*0.0016+2.55+0.6-00.0225+115*00.0116)*3*11.5778八 層 工程量計(jì)算表（ 梁 部分）序號(hào)構(gòu)件名稱(chēng)單位工程量計(jì)算式清單編碼定額編號(hào)備注3KL15(5)上通長(zhǎng)筋cc16Kg58.3110.6-0.0025+15*0.0016+16.7+00.6-0.0025+15*0.0016*2*1.5578下通長(zhǎng)筋cc16Kg58.3110.6-0.0025+15*0.0016+16.7+00.6-0.0025+15*0.

4、0016*3*1.5578右支座筋cc16Kg4.6(4.3/3+00.3+4.33/3)*1*1.55781跨：箍筋筋a8Kg12.3662*(0.22-2*0.0025)+(00.6-2*00.0225)+2*(111.9*0.0008)+(88*0.0088)*19*0.33952跨：箍筋筋a8Kg27.8772*(0.22-2*0.0025)+(00.6-2*00.0225)+2*(111.9*0.0008)+(88*0.0088)*43*0.33954KL13(2A)1跨：上通通長(zhǎng)筋cc16Kg16.799(37*00.0116+44.6+0.1192-0.0025)*2*1.557

5、81跨：上通通長(zhǎng)筋33 c116Kg8.6437*00.0116+44.6+(0.6-00.0225*22)*(1.4414-1)-0.0025*1*1.55781跨：側(cè)面面受扭筋筋c122Kg17.944(0.5*0.99+5*0.0012+4.66-0.0255)*44*0.88881跨：下通通長(zhǎng)筋11 c116Kg16.355(37*00.0116+44.6-0.0025)*2*1.5578八 層 工程量計(jì)算表（ 梁（鋼筋） 部分）序號(hào)構(gòu)件名稱(chēng)單位工程量計(jì)算式清單編碼定額編號(hào)備注2跨：下部部鋼筋11c166Kg3.68(12*00.0116+22-0.0255)*11*1.57881跨：

6、箍筋筋1 cc8Kg12.9222*(0.22-2*0.0025)+(00.6-2*00.0225)+2*(111.9*0.0008)+(88*0.0088)*21*0.33951跨：拉筋筋1 aa6Kg1.65(0.22-2*0.0025)+2*(755+1.9*00.0006)+(2*0.0006)*220*00.22222跨：箍筋筋1 aa8Kg14.3772*(0.22-2*0.0025)+(00.6-2*00.0225)+2*(111.9*0.0008)+(88*0.0088)*21*0.33952跨：箍筋筋2 aa6Kg1.58(0.22-2*0.0025)+2*(755+1.9*

7、00.0006)+(2*0.0006)*222*00.22225KL1(11)上通長(zhǎng)筋cc16Kg18.611(0.4-0.0025+15*0.0016+2.55+0.5-00.0225+115*00.0116)*3*11.5778下部鋼筋cc16Kg18.611(0.4-0.0025+15*0.0016+2.55+0.5-00.0225+115*00.0116)*3*11.5778箍筋a8Kg11.8332*(0.22-2*0.0025)+(00.5-2*00.0225)+2*(111.9*0.0008)+(88*0.0088)*20*0.33956XL2(11)上通長(zhǎng)筋cc16Kg10.0

8、（37*00.0116+22.355+0.1933-0.0255）*22*1.5788 八 層 工程程量計(jì)算算表（ 梁梁（鋼筋筋） 部分）序號(hào)構(gòu)件名稱(chēng)單位工程量計(jì)算式清單編碼定額編號(hào)備注下部鋼筋cc16Kg8.01（12*00.0116+22.355-0.0255）*22*1.5788側(cè)面受扭筋筋c122Kg9.64（37*00.0112+22.355-0.0255）*44*0.8888箍筋a8Kg13.7992*(0.22-2*0.0025)+(00.5-2*00.0225)+2*(111.9*0.0008)+(88*0.0088)*24*0.3395拉筋a6Kg1.89(0.2-2*00.

9、0225)+2*(75+1.99*0.0066)+(2*00.0006)*266*0.22227KL1(88)上通長(zhǎng)筋cc16Kg13.6（0.4-0.0025+15*0.0016+1.66+0.4-00.0225+115*00.0116)*3*11.5778下部鋼筋cc12Kg3.43(0.4-0.0025+15*0.0016+1.66+0.4-00.0225+115*00.0116)*3*00.3995側(cè)面受扭cc16Kg9.78(0.4-0.0025+15*0.0012+1.66+0.4-00.0225+115*00.0112)*4*00.8888箍筋a8Kg10.9882*(0.22-

10、2*0.0025)+(00.6-2*00.0225)+2*(111.9*0.0008)+(88*0.0088)*16*0.3395拉筋a6Kg1.33(0.22-2*0.0025)+2*(755+1.9*00.0006)+(2*0.0006)*118*00.22228KL2(22) 八 層 工程程量計(jì)算算表（ 梁梁（鋼筋筋） 部分）序號(hào)構(gòu)件名稱(chēng)單位工程量計(jì)算式清單編碼定額編號(hào)備注上通長(zhǎng)筋cc16Kg25.033(37*00.0116+66.7+0.44-0.0255+155*0.0166)*22*1.5788下通長(zhǎng)筋cc18Kg49.288(0.655-0.0255+155*0.0188+6.

11、7+00.4-0.0025+15*0.0018)*3*1.9998左支座筋cc16Kg2.56(37*00.0116+66.7+0.44-0.0255+155*0.0166)*22*1.5788右支座筋cc16Kg4.311(1+0.7+11)*11*1.5788側(cè)面受扭筋筋c122Kg28.033(37*00.0112+66.7+0.44-0.0255+155*0.0122)*44*0.8888右支座筋cc16Kg2.56(1+0.4-00.055+155*0.0166)*11*1.5788箍筋a8Kg17.3662*(0.22-2*0.0025)+(00.6-2*00.0225)+2*(1

12、11.9*0.0008)+(88*0.0088)*27*0.3395拉筋a6Kg1.72(0.22-2*0.0025)+2*(755+1.9*00.0006)+(2*0.0006)*222*00.2222箍筋a8Kg17.3662*(0.22-2*0.0025)+(00.6-2*00.0225)+2*(111.9*0.0008)+(88*0.0088)*27*0.3395拉筋a6Kg1.72(0.22-2*0.0025)+2*(755+1.9*00.0006)+(2*0.0006)*222*00.22229KL3(11) 八 層 工程程量計(jì)算算表（ 梁梁（鋼筋筋） 部分）序號(hào)構(gòu)件名稱(chēng)單位工程量

13、計(jì)算式清單編碼定額編號(hào)備注上通長(zhǎng)筋cc16Kg10.655(0.2-0.0025+15*0.0016+2.335+337*00.0116)*2*11.5778下通長(zhǎng)筋cc16Kg10.655(0.2-0.0025+15*0.0016+2.335+337*00.0116)*2*11.5778箍筋a8Kg6.342*(0.22-2*0.0025)+(00.5-2*00.0225)+2*(111.9*0.0008)+(88*0.0088)*11*0.33952跨:箍筋筋a8Kg6.342*(0.22-2*0.0025)+(00.5-2*00.0225)+2*(111.9*0.0008)+(88*0.

14、0088)*11*0.339510KL4(11A)上通長(zhǎng)筋Kg23.933(0.2-0.0025+15*0.0016+6.22+0.1922-0.0255)*22*1.5788上通長(zhǎng)筋Kg3.26(0.2-0.0025+15*0.0016+16000)*1*11.5778右支座筋Kg5(16000+0.8+00.6+0.1192-0.0025)*1*1.5578右支座筋Kg7.64(12000+0.8+00.755*0.6)*2*11.5778下通長(zhǎng)筋Kg30.677(0.2-0.0025+15*0.0016+6.22-0.0255)*33*1.5788箍筋Kg18.9112*(0.22-2*

15、0.0025)+(00.5-2*00.0225)+2*(111.9*0.0008)+(88*0.0088)*32*0.3395 八 層 工程程量計(jì)算算表（ 梁梁（鋼筋筋） 部分）序號(hào)構(gòu)件名稱(chēng)單位工程量計(jì)算式清單編碼定額編號(hào)備注2跨：箍筋筋Kg4.032*(0.22-2*0.0025)+(00.5-2*00.0225)+2*(111.9*0.0008)+(88*0.0088)*7*00.399511KL5(22)上通長(zhǎng)筋cc18Kg22.044(0.5-0.0025+15*0.0018+4.11+0.4-00.0225+115*00.0118)*2*11.9998左支座筋cc18Kg7.13(0

16、.5-0.0025+15*0.0018+1.0025)*2*1.9998跨中筋c118Kg6(45*00.0118-44.1/3+44.1+45*0.0018-4.11/3)*1*1.9998右支座筋cc18Kg6.49(1.0225+00.4-0.0025+15*0.0018)*2*1.9998側(cè)面受扭筋筋c122Kg21.122(37*00.0112+44.1+0.44-0.0255+155*0.0122)*66*0.8888側(cè)面受扭筋筋c188Kg21.499(0.5-0.0025+15*0.0018+4.11+0.4-00.0225+115*00.0118)*2*11.9998箍筋a1

17、00Kg44.6552*(0.22-2*0.0025)+(00.8-2*00.0225)+2*(111.9*0.001)+(8*0.001)*344*0.6177拉筋a6Kg0.23(0.22-2*0.0025)+2*(755+1.9*00.0006)+(2*0.0006)*333*00.222212L3(1) 八 層 工程程量計(jì)算算表（ 梁梁（鋼筋筋） 部分）序號(hào)構(gòu)件名稱(chēng)單位工程量計(jì)算式清單編碼定額編號(hào)備注上通長(zhǎng)筋cc12Kg3.01(0.2-0.0025+15*0.0012+0.996+00.2-0.0025+15*0.0012)*2*0.8888下部鋼筋cc14Kg3.24(12*00.

18、0114+00.966+122*0.0144)*22*1.2088箍筋a6.5Kg1.622*(0.112-22*0.0255)+(0.44-2*0.0025)+22*(775+11.9*0.000655)+(8*00.00065)*66*0.2613KL7(22)上通長(zhǎng)筋cc16Kg19.866(0.66-0.0255+155*0.0166+6.8+00.6-25+15*0.0016)/2*3*1.5578側(cè)面受扭筋筋c122Kg27.9（37*00.0112+66.8+37*0.0012）*4*00.8888下通長(zhǎng)筋cc16Kg39.955(0.66-0.0255+155*0.0166+6

19、.8+00.6-0.0025+15*0.0016)/2*3*1.5578箍筋a8Kg18.3332*(0.002-22*0.0255)+(0.66-2*0.0025)+22*(111.99*0.0088)+(8*00.0008)*288*0.3955拉筋a6Kg1.65(0.22-2*0.0025)+2*(755+1.9*00.0006)+(2*0.0006)*222*00.222214KL9上通長(zhǎng)筋cc16Kg13.3（0.22-0.0255+155*0.0166+7.6+00.2-0.0025+15*0.0016）/2*2*11.5778 八 層 工程程量計(jì)算算表（ 梁梁（鋼筋筋） 部分）

20、序號(hào)構(gòu)件名稱(chēng)單位工程量計(jì)算式清單編碼定額編號(hào)備注右支座鋼筋筋c166Kg4.32(3.7/3+00.2004+33.7/3)*1.5578下通長(zhǎng)筋cc16Kg8.11(0.22-0.0255+155*0.0166+7.6+00.2-0.0025+15*0.0016)/2*3*1.5578箍筋a8Kg6.542*(0.22-2*0.0025)+(00.4-2*00.0225)+2*(111.9*0.0008)+(88*0.0088)*13*0.339515KL11(3B)(0.1192-0.0025+14.9+00.1992-00.0225)/2*2*11.5778上通長(zhǎng)筋cc16Kg23.99

21、9(0.9+5.665/33+8+0.1192-0.0025)*1*1，5578右支座鋼筋筋c166Kg17.033(37*OO.O22+6-0.0025)*3*2.4446下通長(zhǎng)筋cc20Kg49.811(45*00.0116-55.655/4+5.665+445*00.0116-55.655/4)*2*1.5578跨中筋c116Kg13.5552*(0.22-2*0.0025)+(00.5-2*00.0225)+2*(111.9*0.0008)+(88*0.0088)*18*0.3395箍筋1 aa8Kg5.342*(0.22-2*0.0025)+(00.5-2*00.0225)+2*(1

22、11.9*0.0008)+(88*0.0088)*11*0.3395箍筋2 aa8Kg6.52(0.1192-0.0025+14.9+00.1992-00.0225)/2*2*11.577816KL12(3) 八 層 工程程量計(jì)算算表（ 梁梁（鋼筋筋） 部分）序號(hào)構(gòu)件名稱(chēng)單位工程量計(jì)算式清單編碼定額編號(hào)備注上通長(zhǎng)筋cc16Kg34.999(0.4-0.0025+15*0.0016+10.1+00.4-0.0025+15*0.0016)*2*1.5578左支座筋cc16Kg2.94(0.4-0.0025+15*0.0016+3.66/3)*1*1.5578右支座筋cc16Kg4.2(3.6/3+

23、00.2+3.66/3)*1*1.5578下通長(zhǎng)筋cc18Kg68.311(0.4-0.0025+15*0.0018+10.1+00.4-0.0025+15*0.0018)*3*1.9998箍筋a8Kg15.9442*(0.22-2*0.0025)+(00.455-2*0.0025)+22*(111.99*0.0088)+(8*00.0008)*300*0.395517KL5（22）上通長(zhǎng)筋cc18Kg11.777(0.4-0.0025+15*0.0018+1.66+0.4-00.0225+115*00.0118)*2*11.9998跨中筋c118Kg5.56(0.4-0.0025+15*0.

24、0018+1.66+0.4-00.0225+115*00.0118)*1*11.9998側(cè)面受扭筋筋c122Kg14.344(0.4-0.0025+15*0.0012+1.66+0.4-00.0225+115*00.0112)*6*00.8888側(cè)面受扭筋筋c188Kg17.533(0.4-0.0025+15*0.0018+1.66+0.4-00.0225+115*00.0118)*3*11.9998箍筋a8Kg13.0112*(0.22-2*0.0025)+(00.8-2*00.0225)+2*(111.9*0.0008)+(88*0.0088)*16*0.3395 八 層 工程程量計(jì)算算表

25、（ 梁梁（鋼筋筋） 部分）序號(hào)構(gòu)件名稱(chēng)單位工程量計(jì)算式清單編碼定額編號(hào)備注拉筋a6Kg2(0.22-2*0.0025)+2*(755+1.9*00.0006)+(2*0.0006)*227*00.222218L2(2)上通長(zhǎng)筋cc16Kg13.499(0.2-0.0025+15*0.0016+3.44+0.2-00.0225+115*00.0116)*2*11.5778下通長(zhǎng)筋cc16Kg11.922(12*00.0116+33.4+12*0.0016)*2*1.55781跨：箍筋筋a6.5Kg2.782*(0.22-2*0.0025)+(00.4-2*00.0225)+2*(755+1.9*

26、00.0665)+(8*0.0065)*99*0.262跨：箍筋筋a6.5Kg2.782*(00.2-2*00.0225)+(0.4-22*0.0255)+2*(75+1.99*0.00665)+(8*0.0065)*99*0.2619L4(1)上通長(zhǎng)筋cc14Kg5.78(0.2-0.0025+15*0.0014+1.77+0.1688-0.0255)*22*1.2088下部鋼筋cc16Kg5.93(12*00.0116+11.7-0.0025)*2*1.5578箍筋a8Kg8.992*(0.22-2*0.0025)+(00.4-2*00.0225)+2*(111.9*0.0008)+(88

27、*0.0088)*18*0.339520L6(1) 八 層 工程程量計(jì)算算表（ 梁梁（鋼筋筋） 部分）序號(hào)構(gòu)件名稱(chēng)單位工程量計(jì)算式清單編碼定額編號(hào)備注上通長(zhǎng)筋cc16Kg12.588(0.2-0.0025+15*0.0016+3.11+0.2-225+115*00.0116)*2*11.5778下部鋼筋cc16Kg16.777(12*00.0116+33.1+12*0.0016)*2*1.5578箍筋c6.5Kg6.092*(0.22-2*0.0025)+(00.5-2*00.0225)+2*(755+1.9*00.00065)+(88*0.00665)*166*0.2621KL10(1)上通

28、長(zhǎng)筋cc14Kg14.999(0.4-0.0025+15*0.0014+4.225+445*00.0114-44.255/3)*1.2088*3右支座鋼筋筋c166Kg9.08(4.255/3+0.33-0.0255+155*0.0166)*33*1.5788側(cè)面受扭筋筋c122Kg18.455(4.255/3+0.33-0.0255+155*0.0122)*44*0.8888下部鋼筋11 c118Kg21.744(0.4-0.0025+15*0.0018+4.225+00.3-0.0025+15*0.0018)*2*1.9998下部鋼筋33 c118Kg21.744(0.4-0.0025+1

29、5*0.0018+4.225+00.3-0.0025+15*0.0018)*2*1.9998)*2*1.9998箍筋a8Kg26.344(0.4-0.0025+15*0.0008+4.225+00.3-25+15*0.0008)*433*0.3955拉筋a6Kg3.25(0.22-2*0.0025)+2*(755+1.9*00.0006)+(2*0.0006)*444*00.2222 八 層 工程程量計(jì)算算表（ 梁梁（鋼筋筋） 部分）序號(hào)構(gòu)件名稱(chēng)單位工程量計(jì)算式清單編碼定額編號(hào)備注22L5(2)上通長(zhǎng)筋cc16Kg13.211(0.2-0.0025+15*0.0016+3.33+0.2-00.

30、0225+115*00.0116)*2*11.5778右支座筋cc16Kg2(1.6/3+00.2+1.66/3)*1*1.5578下部鋼筋cc16Kg6.31(12*00.0116+11.6+12*0.0016)*2*1.5578下部鋼筋cc16Kg5.91(12*00.0116+11.5+12*0.0016)*2*1.5578箍筋a6.5Kg2.772*(0.22-2*0.0025)+(00.4-2*00.0225)+2*(755+1.9*00.00065)+(88*0.00665)*9*0.226箍筋a6.5Kg2.872*(0.22-2*0.000255)+(0.55-2*0.0002

31、55)+2*(75+1.99*0.00665)+(8*0.000655)*8*00.266 八 層層 工工程量計(jì)計(jì)算表（ 柱（鋼筋） 部分）序號(hào)構(gòu)件名稱(chēng)單位工程量計(jì)算式清單編碼定額編號(hào)備注GBZ011全部縱筋11 c112Kg(3-0.5+00.5+48*0.0012)*6*0.8888*11箍筋1 aa8Kg2*(0.44-2*0.003)+(0.2-22*0.03)+22*（11.9*00.0008）8*00.0008*41*0.3395*11箍筋2 aa8Kg(0.22-2*0.003)+2*(11.9*00.0008)+2*00.0008*41*0.3395*11GBZ022全部縱筋1

32、1 c112Kg（3-0.9+00.9+48*0.0012）*100*0.8888全部縱筋22 c116Kg（3-0.9+00.9）*8*1.5578箍筋1 aa8Kg2*（00.8-0.006+00.2-0.006）+2*（11.9*00.0008）+8*0.0008*277*0.3955箍筋2 aa6.55Kg2*(00.2-0.006+00.5-0.006)+2*(75+1.99*0.00665)+8*00.00065*277*0.26拉筋1 aa6.55Kg0.2-0.006+22*(775+11.9*0.000655)+22*0.00665*27*0.226拉筋2 aa6.55Kg0

33、.2-0.006+22*(775+11.9*0.000655)+22*0.00665*27*0.226拉筋3 aa6.55Kg0.2-0.006+22*(775+11.9*0.000655)+22*0.00665*27*0.226 八 層層 工工程量計(jì)計(jì)算表（ 柱（鋼筋） 部分）序號(hào)構(gòu)件名稱(chēng)單位工程量計(jì)算式清單編碼定額編號(hào)備注GBZ033全部縱筋11 c118Kg3*12*1.9998全部縱筋22 c222Kg3*4*22.9884箍筋1 aa8Kg2*(00.4-0.006+00.8-0.006)+2*(11.9*00.0008)+8*00.0008*30*0.3395箍筋2 aa8Kg(1

34、.11-0.06+0.22-0.06)+2*(111.9*0.0008)+8*0.0008*300*0.3955拉筋1 aa8Kg0.8-0.006+22*(111.99*0.0088)*30*0.3395拉筋2 aa8Kg0.2-0.006+22*(111.99*0.0088+2*0.0008)*330*00.3995GBZ044全部縱筋11 c112Kg（3+488*0.0122）*166*0.8888箍筋1 aa8Kg2*(00.8-0.006+00.2-0.006)+2*(11.9*00.0008)+8*00.0008*33*0.3395箍筋2 aa6.55Kg2*(00.5-0.00

35、6+00.2-0.006)+2*(75+1.99*0.00665)+8*00.00065*333*0.26拉筋1 aa6.55Kg0.2-0.006+22*(775+11.9*0.000655)+22*0.00665*33*0.226拉筋2 aa6.55Kg0.2-0.006+22*(775+11.9*0.000655)+22*0.00665*33*0.226 八 層層 工工程量計(jì)計(jì)算表（ 柱（鋼筋） 部分）序號(hào)構(gòu)件名稱(chēng)單位工程量計(jì)算式清單編碼定額編號(hào)備注GBZ055全部縱筋11 c112Kg（3+488*0.0122）*4*0.8888*5全部縱筋22 c114Kg（3+488*0.0144

36、）*100*1.2088*5箍筋1 aa8Kg2*(00.5-0.006+00.2-0.006)+2*(11.9*00.0008)+8*00.0008*32*0.3395*5箍筋2 aa6.55Kg2*(00.7-0.006+00.3-0.006)+2*(75+1.99*0.0088)+88*0.0088*332*00.266*5拉筋1 aa8Kg0.2-0.006+22*(111.99*0.0088)+22*0.0088*339*00.3995*55拉筋2 aa8Kg0.2-0.006+22*(111.99*0.0088)+22*0.0088*339*00.3995*55GBZ066全部縱筋

37、11 c112Kg（3+488*0.0122）*144*0.8888全部縱筋22 c116Kg3*2*11.5778拉筋1 aa6.55Kg0.2-0.006+22*(775+11.9*0.000655)+22*0.00665*27*0.226拉筋2 aa6.55Kg0.2-0.006+22*(775+11.9*0.000655)+22*0.00665*27*0.226 八 層層 工工程量計(jì)計(jì)算表（ 柱（鋼筋） 部分）序號(hào)構(gòu)件名稱(chēng)單位工程量計(jì)算式清單編碼定額編號(hào)備注GBZ077全部縱筋11 c118Kg3*16*1.9998全部縱筋22 c222Kg3*4*22.9884箍筋1 aa8Kg2*

38、(00.4-0.006+00.9-0.006)+2*(11.9*00.0008)+8*00.0008*32*0.3395箍筋2 aa8Kg2*(11.2-0.006+00.2-0.006)+2*(11.9*00.0008)+8*00.0008*32*0.3395拉筋1 aa8Kg0.9-0.006+22*(111.99*0.0088)+22*0.0088*332*00.3995拉筋2 aa8Kg0.2-0.006+22*(111.99*0.0088)*32*0.3395拉筋3 aa6.55Kg0.2-0.006+22*(775+11.9*0.0008)+2*0.0008*166*0.26*2G

39、BZ088全部縱筋cc16Kg3*20*1.5578*2箍筋1 aa6.55Kg2*(00.9-0.006+00.2-0.006)+2*(11.9*00.0008)+8*00.0008*16*0.3395*2箍筋2 aa6.55Kg0.2-0.006+22*(775+11.9*0.0008)+2*0.0008*166*0.26*2拉筋1 aa6.55Kg2*(00.2-0.006+00.6-0.006)+2*(75+1.99*0.0088)+88*0.0088*116*00.266*2 八 層層 工工程量計(jì)計(jì)算表（ 柱（鋼筋） 部分）序號(hào)構(gòu)件名稱(chēng)單位工程量計(jì)算式清單編碼定額編號(hào)備注拉筋2 aa

40、6.55Kg0.2-0.006+22*(775+11.9*0.0008)+2*0.0008*166*0.26*2拉筋3 aa6.55Kg0.2-0.006+22*(775+11.9*0.0008)+2*0.0008*166*0.26*2GBZ099全部縱筋11 c116Kg3*15*1.5578箍筋1 aa8Kg2*(00.755-0.06+0.225-00.066)+22*(111.99*0.0088)+88*0.0088*221*00.3995拉筋1 aa6.55Kg0.255-0.06+2*(75+1.99*0.00665)+2*00.00065*166*0.26箍筋2 aa8Kg2*(

41、00.555-0.06+0.225-00.066)+22*(111.99*0.0088)+88*0.0088*116*00.3995拉筋2 aa6.55Kg0.255-0.06+2*(75+1.99*0.00665)+2*00.00065*166*0.26GBZ100全部縱筋11 c116Kg3*18*1.5578箍筋1 aa8Kg2*(00.855-0.06+0.225-00.066)+22*(111.99*0.0088)+88*0.0088*221*00.3995拉筋1 aa6.55Kg0.255-0.06+2*(75+1.99*0.00665+22*0.00665)*166*0.26箍筋

42、2a88Kg2*(00.755-0.06+0.225-00.066)+22*(111.99*0.0088)+88*0.0088*221*00.3995 八 層層 工工程量計(jì)計(jì)算表（ 柱（鋼筋） 部分）序號(hào)構(gòu)件名稱(chēng)單位工程量計(jì)算式清單編碼定額編號(hào)備注拉筋2 aa6.55Kg0.255-0.06+2*(75+1.99*0.00665+22*0.00665)*166*0.26GBZ111全部縱筋11 c116Kg3*13*1.5578全部縱筋22 c118Kg3*3*11.9998箍筋1 aa8Kg2*(00.855-0.06+0.33-0.06)+2*(111.9*0.0008)+8*0.0008

43、*166*0.3955拉筋1 aa6.55Kg0.3-0.006+22*（75+1.99*0,00665）+2*0.000655*116*00.266箍筋2 aa6.55Kg2*(00.6-0.006+00.255-0.06)+2*(755+1.9*00.00065)+8*0.000655*116*00.266拉筋2 aa6.55Kg0.255-0.06+2*(75+1.99*0.00665)+2*00.00065*166*0.26GBZ122全部縱筋11 c116Kg3*15*1.5578*2全部縱筋22 c118Kg3*3*11.9998*22箍筋1 aa8Kg2*(00.9-0.006+

44、00.3-0.006)+2*(11.9*00.0008)+8*00.0008*16*0.3395*2拉筋1 aa8Kg0.3-0.006+22*(111.99*0.0088)+22*0.0088*116*00.3995*22 八 層層 工工程量計(jì)計(jì)算表（ 柱（鋼筋） 部分）序號(hào)構(gòu)件名稱(chēng)單位工程量計(jì)算式清單編碼定額編號(hào)備注箍筋2 aa8Kg2*(00.3+0.33-2*0.003+00.3-2*00.033)+22*(111.99*0.0088)+88*0.0088*116*00.3995*22拉筋2 aa8Kg0.3-2*00.033+2*(111.9*0.0008)+2*0.0008*166

45、*0.3955*2GBZ133全部縱筋11 c114Kg（3+488*0.0144）*110*11.2008*22箍筋1 aa8Kg2*(0.22-2*0.003)+(0.5-22*0.03)+22*(111.99*0.0088)+(8*00.0008)*399*0.3955*2箍筋2 aa8Kg(0.55-2*0.003)+2*(11.9*00.0008)+(2*0.0008)*339*00.3995*22箍筋3 aa8Kg2*(0.55-2*0.003-114)/3*11+144)+(0.33-2*0.003)+2*(111.9*0.0008)+(88*0.0088)*39*0.3395*

46、2GBZ144全部縱筋11 c114Kg（3+488*0.0144）*114*11.2008箍筋1 aa8Kg2*(00.3+0.33-2*0.003+00.3-2*00.033)+22*(111.99*0.0088)+88*0.0088*332*00.3995拉筋1 aa6.55Kg0.3-2*00.033+2*(755+1.9*00.00065)+2*0.000655*332*00.3995箍筋2 aa6.55Kg2*(00.3+0.33-2*0.003+00.3-2*00.033)+22*(775+11.9*0.000655)+88*0.00665*32*0.226拉筋2 aa6.55K

47、g0.3-2*00.033+2*(755+1.9*00.00065)+2*0.000655*332*00.266 八 層層 工工程量計(jì)計(jì)算表（ 柱（鋼筋） 部分）序號(hào)構(gòu)件名稱(chēng)單位工程量計(jì)算式清單編碼定額編號(hào)備注GBZ155全部縱筋11c166Kg3*16*1.5587*2 全部縱縱筋2cc18Kg3*4*11.9998*22箍筋1a88Kg2*(00.155+0.3-22*0.03+0.44-2*0.003)+2*(11.9*00.0008)+8*00.0008*29*0.3395*2拉筋1a88Kg0.4-2*00.033+2*(111.9*0.0008)+2*0.0008*299*0.39

48、55*2 箍筋22a8Kg2*(00.3+0.445-22*0.03+0.002-22*0.03)+2*(111.9*0.0008)+8*0.0008*299*0.3955*2拉筋2a88Kg0.2-2*00.033+2*(111.9*0.0008)+2*0.0008*299*0.3955*2GBZ166全部縱筋11c144Kg（3+488*0.0144）*188*1.2088箍筋1a88Kg0.3-2*00.033+2*(755+1.9*00.0008)+2*00.0008*32*0.3395拉筋1a66.5Kg0.3-2*00.033+2*(755+1.9*00.00065)+2*0.00

49、0655*332*00.266箍筋2a66.5Kg2*(00.2+0.33-2*0.003+00.2-2*00.033)+22*(775+11.9*0.000655)+88*0.00665*32*0.226拉筋2a66.5Kg0.022-2*0.003+22*(775+11.9*0.000655)+22*0.00665*32*0.226 八 層層 工工程量計(jì)計(jì)算表（ 柱（鋼筋） 部分）序號(hào)構(gòu)件名稱(chēng)單位工程量計(jì)算式清單編碼定額編號(hào)備注GBZ177全部縱筋11c144Kg（3+488*0.0144）*244*1.2088箍筋1a88Kg2*(00.3+0.22+0.25+0.22-2*0.003+

50、00.255-2*0.003)+2*(11.9*00.0008)+8*00.0008*34*0.1195拉筋1a66.5Kg0.255-2*0.003+22*(775+11.9*0.000655)+22*0.00665*32*0.226箍筋2a88Kg2*(00.2-2*00.033+0.5+00.255-2*0.003)+2*(11.9*00.0008)+8*00.0008*32*0.3395拉筋2a66.5Kg0.2-2*00.033+2*(755+1.9*00.00065)+2*0.000655*332*00.266拉筋3a66.5Kg0.2-2*00.033+2*(755+1.9*00

51、.00065)+2*0.000655*332*00.266 八 層層 工工程量計(jì)計(jì)算表（ 墻（鋼筋） 部分）序號(hào)構(gòu)件名稱(chēng)單位工程量計(jì)算式清單編碼定額編號(hào)備注1剪力墻20001軸-C軸軸-F軸軸水平分布筋筋a8Kg55.788(2.88+0.5+11.2-0.002*22)*22+(00.2-0.002*22)*22+2*11.9*00.0008*(3/0.22)*00.3995豎向分布筋筋a100Kg7.023*(2.88+0.5+11.2-0.002*22)/00.2)*0.1677拉筋a6.5Kg14.544(0.22-0.02*0.22)+22*6.25*0.000655*224+(0.

52、2-00.022*0.2)+2*66.255*0.00665*11222剪力墻20002軸-C軸軸-D軸軸水平分布筋筋a8Kg15.33390.55+0.4+00.2-0.002*22）*22+(00.2-0.002*22)*22+2*11.9*00.0008*15*0.3395豎向分布筋筋a100Kg33*(00.5+0.44+0.2-00.022*2）/0.22*00.1667拉筋a6.5Kg3.54(0.22-0.02*2)+2*66.255*0.00665*30*0.226+(0.2-00.022*2)+2*6.225*00.00065*277*0.263剪力墻20002軸-F軸軸-G

53、軸軸水平分布筋筋a8Kg36.1(1+00.7+0.77-0.02*2)*2+(0.22-0.02*2)*2+22*111.9*0.0008*155*0.3955豎向分布筋筋a100Kg6.113*(11+0.7+00.7-0.002*22）/00.2*0.1677 八 層層 工工程量計(jì)計(jì)算表（ 墻（鋼筋） 部分）序號(hào)構(gòu)件名稱(chēng)aa10單位工程量計(jì)算式清單編碼定額編號(hào)備注拉筋a6.5Kg7.43(0.22-0.02*2)+2*66.255*0.00665*60*0.226+(0.2-00.022*2)+2*6.225*00.00065*599*0.264剪力墻25504軸-A軸軸B軸水平分布筋筋

54、a100Kg10.988(0.99+0.4455+0.6-00.022*2）*2+（00.255-0.02*2）*2+22*111.9*0.0001*155*0.1677豎向分布筋筋a100Kg5.123*(00.9+0.4445+0.66-0.02*2）/0.22*00.1667拉筋a6.5Kg7.54(0.225-00.022*2）+2*66.255*0.00665*50*0.226+(0.25-0.002*22）+22*6.25*0.000655*449*00.2665剪力墻25504軸-C軸軸-E軸軸水平分布筋筋a100Kg8.36(2.11+0.55+0.445-00.022*2）*

55、2+(0.225-00.022*2)*2+2*111.99*0.0011*115*00.1667豎向分布筋筋a100Kg7.983*(22.1+0.555+00.455-0.02*2)/0.22*00.1667拉筋a6.5Kg11.266(0.225-00.022*2)+2*6.225*00.0006*80*0.116+(0.25-0.002*22)+22*6.25*0.0006*777*0.16776剪力墻30007軸-A軸軸-B軸軸水平分布筋筋b122Kg63(0.99+0.5+00.6-0.002*22)*22+(00.3-0.002*22）*22+2*11.9*00.0112*15*0

56、.8888 八 層層 工工程量計(jì)計(jì)算表（ 墻（鋼筋） 部分）序號(hào)構(gòu)件名稱(chēng)單位工程量計(jì)算式清單編碼定額編號(hào)備注豎向分布筋筋b122Kg27.1443*(00.9+0.55+0.6-00.022*2)/0.2*0.8888拉筋a6.5Kg13.466(0.33-0.02*2）+2*66.255*0.00665*75*0.226+(0.3-00.022*2）+2*66.255*0.00665*74*0.2267剪力墻2550G軸-4軸軸-5軸軸水平分布筋筋a8Kg14.566(0.99+0.75+0.44-0.02*2)*2+（00.255-0.02*2）*2+22*111.9*0.0008*155

57、*0.3955豎向分布筋筋a100Kg20.9883*(00.9+0.775+00.4-0.002*22)/00.2*0.1677拉筋a6.5Kg7.89(0.225-00.022*2）+2*66.255*0.00665*55*0.226+(0.25-0.002*22）+22*6.25*0.000655*551*00.2668剪力墻20007軸-F軸軸-G軸軸水平分布筋筋a8Kg25.755(1.22+0.4+00.4-0.002*22)*22+(00.2-0.002*22)*22+2*11.9*00.0008*15*0.3395豎向分布筋筋a100Kg5.033*(11.2+0.44+0.4

58、-00.022*2)/0.2*0.1167拉筋a6.5Kg6.51(0.22-0.02*2)+2*66.255*0.00665*50*0.226(0.22-0.02*2)+2*66.255*0.00665*49*0.2269剪力墻30008軸-H軸軸-K軸軸 八 層層 工工程量計(jì)計(jì)算表（ 墻（鋼筋） 部分）序號(hào)構(gòu)件名稱(chēng)單位工程量計(jì)算式清單編碼定額編號(hào)備注水平分布筋筋b122Kg67.488(1.11+0.6+00.6-0.002*22)*22+(00.3-0.002*22)*22+2*11.9*00.00012*155*0.8888豎向分布筋筋b122Kg37.83*(11.1+0.66+0.

59、6-00.022*2)/0.2*0.8888拉筋a6.5Kg16.9(0.33-0.02*2)+2*66.255*0.00665*1055*0.26+(00.3-0.002*22)+22*6.25*0.000655*885*00.26610剪力墻2000J軸-3軸軸-4軸軸水平分布筋筋a8Kg27.622(0.885+00.7+0.44-0.02*2)*2+(0.22-0.02*2）*2+22*111.9*0.0008*155*0.3955豎向分布筋筋a100Kg5.313*(00.855+0.7+00.4-0.002*22)/00.2*0.1677拉筋a6.5Kg6.01(0.22-0.02

60、*2）+2*66.255*0.00665*50*0.226+(0.2-00.022*2）+2*66.255*0.00665*48*0.22611剪力墻20003軸-M軸軸-N軸軸水平分布筋筋a8Kg27.555(0.66+1.1+00.4-0.002*22)*22+(00.2-0.002*22）*22+2*11.9*00.0008*15*0.3395豎向分布筋筋a100Kg5.633*(00.6+1.11+0.4-00.022*2)/0.2*0.1167拉筋a6.5Kg6.78(0.22-0.02*2）+2*66.255*0.00665*55*0.226+(0.2-00.022*2)+2*6.