楼层土建手算书

1、八层工程量计算表梁钢筋局部-侧面受扭筋c12Kg41.01-(3.1/3+0.9+2.3+0.9+3.1/3)*1*1.578构件名称单位工程量计算式涓单编码定额编号备注KL16(3)上通长筋c1635.72下通长筋c16Kg55.78Kg左支座钢筋c162.68(37*0.016+10.3+37*0.016)*2*1.578l.,l., ,IJIJItIJIJIt】TIIJTIIJ, ,IJIJI(1JIIJIJI(1JI：1,C1,C(370.016+3.1/3)11.5/8箍筋a8Kg15.78拉筋a6Kg1.45LK14(1)bl!bl!T T 0 0 nInI下通长筋c16Kg18.

2、5上通长筋c16Kg18.5af2*(0.2-2*0.025)+(0.6-2*0.025)+2*(11.9*0.008)+(8*0.008)*26*0.395(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)*18*0.222(0.4-0.025+15*0.016+2.5+0.6-0.025+15*0.016)*3*1.578(0.4-0.025+15*0.016+2.5+0.6-0.025+15*0.016)*3*1.578(0.5*0.85+5*0.012+10.3+0.5*0.85+5*0.012)*4*0.888j右支座钢筋c16Kg9.46构件名称A层工

3、程量计算表梁局部单位工程量计算式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c16JKg58.310.6-0.025+15*0.016+16.7+0.6-0.025+15*0.016*3*1.578j j右支座筋c16Kg4.6i i(4.3/3+0.3+4.3/3)*1*1.5781跨：箍筋a8卜一a12.362*(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*0.0

4、25)+(0.6-2*0.025)+2*(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?筋3c16Kg8.6437*0.016+4.6+(0.6-0.025*2)*(1.414-1)-0.025*1*1.5781跨：侧面受扭筋c12Kgh17.94.(0.5*0.9+5*0.012+4.6-0.025)*4*0.8881跨：下陪筋1c16Kg16.35(37*0.016+4.6-0.025)*2*1.578涓单编码定额编号备注A层工程量计算表梁钢筋局部

5、(12*0.016+2-0.025)*1*1.578(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)*20*0.2222*(0.2-2*0.025)+(0.6-2*0.025)+2*(11.9*0.008)+(8*0.008)*21*0.395j(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)*22*0.222KL1(1)上通长筋c16LKg18.61r(0.4-0.025+15*0.016+2.5+0.5-0.025+15*0.016)*3*1.578卜部钢筋c16Kg18.61(0.4-0.025+15*0.016+2.5+0

6、.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*0.395构件名称单位工程量计算式涓单编码定额编号备注跨：下部钢筋1c16Kg3.681跨：箍筋1c8Kg12.92T1跨：拉筋1a6|Kg1.652跨：箍筋1a8iKg14.372跨：箍筋2a6!Kg1.58上通长筋c16Kg10.0(37*0.016+2.35+0.193-0.025)*2*1.5782*(0.2-2*0.025)+(0.6-2*0.025)+2*(11.9*0.008)+(8*0.00

7、8)*21*0.395XL2(1)A一层工程量计算表梁钢筋局部厅 P构件名称单位工程量计算式清单编码止额编会备注卜部钢筋c16Kg8.01(12*0.016+2.35-0.025)*2*1.578侧面受扭筋c121Kg9.64(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)11上通长筋c16Kg13.6(0.

8、4-0.025+15*0.016+1.6+0.4-0.025+15*0.016)*3*1.578卜部钢筋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c16Kg19.78(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a6二1.33(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006

9、)*18*0.2228KL2(2)A一层工程量计算表梁钢筋局部构件名称单位工程量计算式涓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卜,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c121Kg卜28.03(37*0.012+6.7+0.4-0.025

10、+15*0.012)*4*0.888(1+0.4-0.05+15*0.016)*11.578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a6!Kg11.72I(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)*22*0.222*右支座筋c16Kg2.56箍筋a8Kg|1736i2*(0.2-2*0.025)+(0.6-2*0.025)+2*(11.9*0.008)+(8*0.008)1*27*0.395B Ba a1 1hadaadhadaad, ,4i4i

11、B Ba-=ata-=atd da at tbadbadAAAA- -4444aadaaaadaa* ha.ha.1 1a a*士RSRSa a* *rrtrrtm-m-4 44 44 4a-a-1111a a*4*4rrtrrt4 44 4a a1111a a*4*43rt3rt占=G G1 1口11 1a a金士 ns stata- -4 44 4= =G G- - 1 11 1a au u士 niuaua- -4 4m1m11111a au u拉筋a6IKgi1.72i(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)*22*0.222KL3(1)八层工程量

12、计算表梁钢筋局部上通长筋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*1.5781箍筋Kg18.912*(0.2-2*0.025)+(0.5-2*0.025)+2*(11.9*0.008)+(8*0.008)1*32*0.395Kg构件名称单位工程量计算式涓单编码定额编号备注2跨:箍筋a8Kg卜一hIhI上通长筋c16K

13、g10.65(0.2-0.025+15*0.016+2.35+37*0.016)*2*1.578r rI I下通长筋c16Kg10.65(0.2-0.025+15*0.016+2.35+37*0.016)*2*1.578:tI箍筋a8jKgj6.342*(0.2-2*0.025)+(0.5-2*0.025)+2*(11.9*0.008)+(8*0.008)1*11*0.3956.34i2*(0.2-2*0.025)+(0.5-2*0.025)+2*(11.9*0.008)+(8*0.008)1*11*0.39510KL4(1A)I I! ! -l!-l! !I!I上通长筋23.93(0.2-0

14、.025+15*0.016+6.2+0.192-0.025)*2*1.578A一层工程量计算表梁钢筋局部厅 P构件名称单位工程量计算式清单编码止额编会备注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c181 KgL22.04(0.5-0.025+15*0.018+4.1+0.4-0.025+15*0.018)*2*1.998j j111左支座筋c18Kg7.13i i(0.5-0.025+15*0.018+1.025)*2*1.998跨中筋c18卜一a6(45*0.01

15、8-4.1/3+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c12Kg221.12(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a10,1KgL44.652*(0.2-2*0.025)+(0.8-2*0.025)+2*(11.9*0.01)+(8*0.01)*34*0.617拉筋a6二0.23(0.2-2*0.

16、025)+2*(75+1.9*0.006)+(2*0.006)*33*0.22212L3(1)A一层工程量计算表梁钢筋局部厅 P构件名称单位工程量计算式清单编码止额编会备注上通长筋c12Kg3.01(0.2-0.025+15*0.012+0.96+0.2-0.025+15*0.012)*2*0.888卜部钢筋c141Kg3.24(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)工JAJ.a*4 ；！a4 -士4

17、1 (0.6-0.025+15*0.016+6.8+0.6-25+15*0.016)/2*3*1.578上通长筋c16Kg19.86侧面受扭筋c12Kg27.9(37*0.012+6.8+37*0.012)*4*0.888下通长筋c16Kg339.95(0.6-0.025+15*0.016+6.8+0.6-0.025+15*0.016)/2*3*1.578箍筋a8Kg11833|2*(0.02-2*0.025)+(0.6-2*0.025)+2*(11.9*0.008)+(8*0.008)*28*0.395j拉筋a6Kg1.65(0.2-2*0.025)+2*(75+1.9*0.006)+(2*

18、0.006)*22*0.22214KL9上通长筋c16Kg13.3(0.2-0.025+15*0.016+7.6+0.2-0.025+15*0.016)*2*1.578A一层工程量计算表梁钢筋局部右支座钢筋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.i跨中筋c16Kg一J13.552*(0.2-2*0.025)+(0.5-2*0.025)+2*(11.9*0.008)+(8*0.008)*18*0.395一L L箍筋1a8Kg5.342*(0.2-

19、2*0.025)+(0.5-2*0.025)+2*(11.9*0.008)+(8*0.008)*11*0.3951I箍筋2a8J JJ JKgH i i6.52(0.192-0.025+14.9+0.192-0.025)/2*2*1.578 MJMMJM卜1 11 1BJBBJB1 1BJMBJM1 1BJMBJMKBKB一1 1；KIMIKIMI23.99Kg上通长筋c16(0.9+5.65/3+8+0.192-0.025)*1*1,57816KL12(3)构件名称单位工程量计算式涓单编码定额编号备注下通长筋c16KKgI8.11I(0.2-0.025+15*0.016+7.6+0.2-0.

20、025+15*0.016)/2*3*1.578：ii右支座钢筋c16Kg4.32(3.7/3+0.204+3.7/3)*1.578rI(0.192-0.025+14.9+0.192-0.025)/2*2*1.578KL11(3B)15箍筋a8jKg!6.54I2*(0.2-2*0.025)+(0.4-2*0.025)+2*(11.9*0.008)+(8*0.0O8)*13*0.395构件名称上通长筋c1617A一层工程量计算表梁钢筋局部单位工程量计算式涓单编码定额编号备注Kg34.99(0.4-0.025+15*0.016+10.1+0.4-0.025+15*0.016)*2*1.578左支座

21、筋c16!Kg12.94(0.4-0.025+15*0.016+3.6/3)*1*1.578右支座筋c16KgI4.2(3.6/3+0.2+3.6/3)*1*1.578(0.4-0.025+15*0.018+10.1+0.4-0.025+15*0.018)*3*1.998Kg68.31arar araaran n下通长筋c18箍筋a8Kg卜15.942*(0.2-2*0.025)+(0.45-2*0.025)+2*(11.9*0.008)+(8*0.008)*30*0.395KL5(2)上通长筋c18!Kgi11.77(0.4-0.025+15*0.018+1.6+0.4-0.025+15*0

22、.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c12Kg14.34k(0.4-0.025+15*0.012+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构件名称A一层工程量计算表梁钢筋局

23、部单位工程量计算式涓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c16KKg13.49(0.2-0.025+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*0.26278|2*(0.2-2*0.025)+(0.4-2*0.

24、025)+2*(75+1.9*0.0065)+(8*0.065)*9*0.26ABMiSWiiip,*.Ji*WbBMi.Wal19202跨：箍筋a6.5KgL4(1)上通长筋c14Kg5.78卜部钢筋c16Kg5.93L箍筋a8Kg8.99L6(1)1;:(0.2-0.025+15*0.014+1.7+0.168-0.025)*2*1.208(12*0.016+1.7-0.025)*2*1.5782*(0.2-2*0.025)+(0.4-2*0.025)+2*(11.9*0.008)+(8*0.008)*18*0.395L LL L H H：ABBABBJIJI H HABBABBJIJI

25、H HJIBBJIBBBJIBJIBMBM！JIBBJIBBBJIBJI！A A构件名称21上通长筋c16下部钢筋c16箍筋c6.5KL101a ,*,上通长筋c14c16侧面受扭筋c12A一层工程量计算表梁钢筋局部单位工程量计算式涓单编码定额编号KgKgH*H* *I*IKgI一-Kg一1ia-Kg12.58I(0.2-0.025+15*0.016+3.1+0.2-25+15*0.016)*2*1.578|16.776.09(12*0.016+3.1+12*0.016)*2*1.5782*(0.2-2*0.025)+(0.5-2*0.025)+2*(75+1.9*0.0065)+(8*0.0

26、065)*16*0.2614.99(0.4-0.025+15*0.014+4.25+45*0.014-4.25/3)*1.208*39.08(4.25/3+0.3-0.025+15*0.016)*3*1.578(4.25/3+0.3-0.025+15*0.012)*4*0.888Kg18.45(0.4-0.025+15*0.018+4.25+0.3-0.025+15*0.018)*2*1.998F部钢筋3c18KgF部钢筋1c18Kg21.74IKBV.BK.BKBSBKBKB26.3421.74(0.4-0.025+15*0.018+4.25+0.3-0.025+15*0.018)*2*1.

27、998)*2*1.998(0.4-0.025+15*0.008+4.25+0.3-25+15*0.008)*43*0.395拉筋a6!Kg!3.25(0.2-2*0.025)+2*(75+1.9*0.006)+(2*0.006)*44*0.222备注构件名称22L5(2)上通长筋c16Baa a.a 右支座筋c16下部钢筋c16a d ,*,下部钢筋c16箍筋a6.5箍筋a6.5A一层工程量计算表梁钢筋局部单位工程量计算式涓单编码定额编号13.21二26.315.912.77 B B iiJ1BIiiJ1BI2.87(0.2-0.025+15*0.016+3.3+0.2-0.025+15*0.

28、016)*2*1.578.aBBBJAEIIAJ.KJAKTAI.BJJiEI,AI.BJJiEII通I.KBaU(1.6/3+0.2+1.6/3)*1*1.578(12*0.016+1.6+12*0.016)*2*1.578. .B BJia*A AJta.Jiaa一ai “U U M M (12*0.016+1.5+12*0.016)*2*1.5782*(0.2-2*0.025)+(0.4-2*0.025)+2*(75+1.9*0.0065)+(8*0.0065)*9*0.262*(0.2-2*0.0025)+(0.5-2*0.0025)+2*(75+1.9*0.0065)+(8*0.00

29、65)*8*0.26备注八层工程量计算表柱钢筋局部拉筋1a6.5KgiI0.2-0.06+2*(75+1.9*0.0065)+2*0.0065*27*0.26ii拉筋2a6.5-ad-ad4d4dbambamisisa ai i- -ad-ad4 4占4 4一4 4S Sadatadatt t-1rKg0.2-0.06+2*(75+1.9*0.0065)+2*0.0065*27*0.26- -a a*4*4ha-aaha-aa4 4= =G G1 1* *1 1a a*4*4haha一a a- -1 1口a a士a a一a a占=G G1 11 1a a3 3士a aa a*-&*-&

30、amp;4 4= =G G1-1- 1 1a aa-a-a a*-&*-&-1-14 4dm1dm11 1a aT T- -I I- -H Ha aa a*-&*-&HTHT占TB-UH-TB-UH-占 4：AdBTd.AdBTd. .a a s sbadbad占1111a annba.ba.占4 4a aGBZ01全部纵筋1c12Kg(3-0.5+0.5+48*0.012)*6*0.888*11卜箍筋1a8Kg2*(0.4-2*0.03)+(0.2-2*0.03)+2*(11.9*0.008)8*0.008*41*0.395*11箍筋2a8Kg(0.2-2*0

31、.03)+2*(11.9*0.008)+2*0.008*41*0.395*11GBZ02全部纵筋1c12Kg(3-0.9+0.9+48*0.012)*10*0.888全部纵筋2c161Kg卜(3-0.9+0.9)*8*1.578I2*(0.8-0.06+0.2-0.06)+2*(11.9*0.008)+8*0.008*27*0.395拉筋3a6.5KKg10.2-0.06+2*(75+1.9*0.0065)+2*0.0065*27*0.26!构件名称单位工程量计算式涓单编码定额编号备注Kg箍筋1a8箍筋2a6.5Kg2*(0.2-0.06+0.5-0.06)+2*(75+1.9*0.0065)

32、+8*0.0065*27*0.26构件名称八层工程量计算表柱钢筋局部单位工程量计算式涓单编码定额编号备注GBZ03全部纵筋1c18Kg3*12*1.998全部纵筋2c22Kg3*4*2.984箍筋1a8Kg2*(0.4-0.06+0.8-0.06)+2*(11.9*0.008)+8*0.008*30*0.395箍筋2a8Kg：i(1.1-0.06+0.2-0.06)+2*(11.9*0.008)+8*0.008*30*0.395aaaaJ JjafcjafcaaaaB BaABBaaABBaB Ba aBHBH,士B Ba a士胸a aJ Ja aa aB Bsasa* *A Ataaataa

33、aaaaa0.8-0.06+2*(11.9*0.008)*30*0.395拉筋1a8Kg拉筋2a8上Kg0.2-0.06+2*(11.9*0.008+2*0.008)*30*0.395(3+48*0.012)*16*0.888GBZ04全部纵筋1c12箍筋1a8a-a-= = 14jd-hBa-ii-4114jd-hBa-ii-41箍筋2a6.5arar araarawiwi拉筋1a6.5Kg2*(0.8-0.06+0.2-0.06)+2*(11.9*0.008)+8*0.008*33*0.3952*(0.5-0.06+0.2-0.06)+2*(75+1.9*0.0065)+8*0.0065*

34、33*0.26拉筋2a6.50.2-0.06+2*(75+1.9*0.0065)+2*0.0065*33*0.26!ii0.2-0.06+2*(75+1.9*0.0065)+2*0.0065*33*0.26八层工程量计算表柱钢筋局部GBZ05全部纵筋1c12Kg(3+48*0.012)*4*0.888*5一全部纵筋2c14Kg(3+48*0.014)*10*1.208*5箍筋1a8Kgj2*(0.5-0.06+0.2-0.06)+2*(11.9*0.008)+8*0.008*32*0.395*5箍筋2a6.5Kg2*(0.7-0.06+0.3-0.06)+2*(75+1.9*0.008)+8*

35、0.008*32*0.26*5拉筋1a81Kg卜0.2-0.06+2*(11.9*0.008)+2*0.008*39*0.395*5(3+48*0.012)*14*0.888构件名称单位工程量计算式涓单编码定额编号备注拉筋2a8Kg0.2-0.06+2*(11.9*0.008)+2*0.008*39*0.395*5GBZ.6全部纵筋1c12|Kg|全部纵筋2c16Kg3*2*1.578拉筋1a6.5|Kg|0.2-0.06+2*(75+1.9*0.0065)+2*0.0065*27*0.26j拉筋2a6.5araararaar * *arar TBTB, ,Kgr! !n nn n0.2-0.

36、06+2*(75+1.9*0.0065)+2*0.0065*27*0.26一n n一n n n n一n n P P!一a a n n,!一a a,卜,irirarar aairaairi i! !构件名称八层工程量计算表柱钢筋局部单位工程量计算式涓单编码定额编号备注GBZ07全部纵筋1c18Kg3*16*1.998全部纵筋2c22Kg3*4*2.984箍筋1a8Kg2*(0.4-0.06+0.9-0.06)+2*(11.9*0.008)+8*0.008*32*0.395箍筋2a8Kg：i2*(1.2-0.06+0.2-0.06)+2*(11.9*0.008)+8*0.008*32*0.395a

37、aaaJ JjafcjafcaaaaB BaABBaaABBaB Ba aBHBH,士B Ba a士胸a aJ Ja aa aB Bsasa* *A Ataaataaaaaaa0.9-0.06+2*(11.9*0.008)+2*0.008*32*0.395拉筋1a8Kg拉筋2a8上Kg0.2-0.06+2*(11.9*0.008)*32*0.395拉筋3a6.5Kg0.2-0.06+2*(75+1.9*0.008)+2*0.008*16*0.26*2GBZ08全部纵筋c16Kg3*20*1.578*2F箍筋1a6.5Kg2*(0.9-0.06+0.2-0.06)+2*(11.9*0.008)+

38、8*0.008*16*0.395*2箍筋2a6.5Kg.0.2-0.06+2*(75+1.9*0.008)+2*0.008*16*0.26*2拉筋1a6.5Kg!2*(0.2-0.06+0.6-0.06)+2*(75+1.9*0.008)+8*0.008*16*0.26*2构件名称八层工程量计算表柱钢筋局部单位工程量计算式涓单编码定额编号备注拉筋2a6.5Kg0.2-0.06+2*(75+1.9*0.008)+2*0.008*16*0.26*2拉筋3a6.5Kg0.2-0.06+2*(75+1.9*0.008)+2*0.008*16*0.26*2GBZ09全部纵筋1c16Kg3*15*1.57

39、8箍筋1a8Kg：i2*(0.75-0.06+0.25-0.06)+2*(11.9*0.008)+8*0.008*21*0.395aaaaJ JjafcjafcaaaaB BaABBaaABBaB Ba aBHBH,士B Ba a士胸a aJ Ja aa aB Bsasa* *A Ataaataaaaaaa0.25-0.06+2*(75+1.9*0.0065)+2*0.0065*16*0.26拉筋1a6.5Kg箍筋2a8上Kg2*(0.55-0.06+0.25-0.06)+2*(11.9*0.008)+8*0.008*16*0.395拉筋2a6.5Kg0.25-0.06+2*(75+1.9*0

40、.0065)+2*0.0065*16*0.26GBZ10全部纵筋1c16Kg|3*18*1.578箍筋1a8Kg2*(0.85-0.06+0.25-0.06)+2*(11.9*0.008)+8*0.008*21*0.395拉筋1a6.5Kg.0.25-0.06+2*(75+1.9*0.0065+2*0.0065)*16*0.26箍筋2a8Kg!2*(0.75-0.06+0.25-0.06)+2*(11.9*0.008)+8*0.008*21*0.395构件名称八层工程量计算表柱钢筋局部单位工程量计算式涓单编码定额编号备注拉筋2a6.5Kg0.25-0.06+2*(75+1.9*0.0065+2

41、*0.0065)*16*0.26GBZ11全部纵筋1c16Kg3*13*1.578全部纵筋2c18Kg3*3*1.998箍筋1a8Kg：i2*(0.85-0.06+0.3-0.06)+2*(11.9*0.008)+8*0.008*16*0.395aaaaJ JjafcjafcaaaaB BaABBaaABBaB Ba aBHBH,士B Ba a士胸a aJ Ja aa aB Bsasa* *A Ataaataaaaaaa0.3-0.06+2*(75+1.9*0,0065)+2*0.0065*16*0.26拉筋1a6.5Kg箍筋2a6.5上Kg2*(0.6-0.06+0.25-0.06)+2*(

42、75+1.9*0.0065)+8*0.0065*16*0.26拉筋2a6.5Kg0.25-0.06+2*(75+1.9*0.0065)+2*0.0065*16*0.26GBZ12全部纵筋1c16Kg|3*15*1.578*2全部纵筋2c18Kg3*3*1.998*2箍筋1a8Kg.2*(0.9-0.06+0.3-0.06)+2*(11.9*0.008)+8*0.008*16*0.395*2拉筋1a8Kg!0.3-0.06+2*(11.9*0.008)+2*0.008*16*0.395*2构件名称箍筋2a8拉筋2a8GBZ13全部纵筋1c14箍筋1a8ilil44B44Ba=tiBda=tiBd

43、XLXLd-hsadd-hsad箍筋2a8箍筋3a8GBZ14全部纵筋1c14八层工程量计算表柱钢筋局部单位工程量计算式涓单编码定额编号备注Kg, , 1-r1-rI I2*(0.3+0.3-2*0.03+0.3-2*0.03)+2*(11.9*0.008)+8*0.008*16*0.395*2Kg0.3-2*0.03+2*(11.9*0.008)+2*0.008*16*0.395*2i：|Kg!i(3+48*0.014)*10*1.208*2KgL2*(0.2-2*0.03)+(0.5-2*0.03)+2*(11.9*0.008)+(8*0.008)*39*0.395*2|a|aa.a.44

44、B BaaABBaaaABBaBBBBMHMH* *占0 0= = a a士4 4aaaaaa,0,0士 nraraB Ba aA Ah haaaaaaaa(0.5-2*0.03)+2*(11.9*0.008)+(2*0.008)*39*0.395*21 1Kg1Kgi2*(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*2Kg(3+48*0.014)*14*1.2082*(0.3+0.3-2*0.03+0.3-2*0.03)+2*(11.9*0.008)+8*0.008*32*0.395箍筋1a8拉筋

45、1a6.5|Kg|0.3-2*0.03+2*(75+1.9*0.0065)+2*0.0065*32*0.3952*(0.3+0.3-2*0.03+0.3-2*0.03)+2*(75+1.9*0.0065)+8*0.0065*32*0.26箍筋2a6.5Kg拉筋2a6.5Kg0.3-2*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局部全部纵筋1c16Kg3*16*1.587*2zEi全部纵筋2c18Kg3*4*1.998*2si：|0.02-2*0.03+2*(75+1.9*0.0065)+2*0.0065*32*0.26构件名称单位工程量

46、计算式涓单编码定额编号备注GBZ15GBZ16箍筋1a8拉筋1a8aa=4Jd-hBa-i箍筋2a8KgL0.4-2*0.03+2*(11.9*0.008)+2*0.008*29*0.395*2|aatB Ba0sa占B B4rt.*4*4B Ba0BBBBBB4rta4B BaB BaB BR R T T4B B. .B Ba*B B4胸ataUJUJ. .B BaB Ba士4raaqB BaB B2*(0.3+0.45-2*0.03+0.02-2*0.03)+2*(11.9*0.008)+8*0.008*29*0.395*2Kg1Kg0.2-2*0.03+2*(11.9*0.008)+2*

47、0.008*29*0.395*2拉筋2a6.5Kg-Kg2*(0.15+0.3-2*0.03+0.4-2*0.03)+2*(11.9*0.008)+8*0.008*29*0.395*2构件名称GBZ17八层工程量计算表柱钢筋局部单位工程量计算式涓单编码定额编号备注- -全部纵筋1c14KgL.J(3+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.

48、26箍筋2a8KgL-2*(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2a6.5 Kg:0.2-2*0.03+2*(75+1.9*0.0065)+2*0.0065*32*0.26拉筋3a6.5Kg, L , I I0.2-2*0.03+2*(75+1.9*0.0065)+2*0.00651*32*0.26构件名称7.54八层工程量计算表墙钢筋局部单位工程量计算式涓单编码定额编号备注Kg33剪力墙200水平分布筋a8竖向分布筋a10拉筋a6.5剪力墙200水平分布筋a8KgKgKg竖向分布筋a10Kg4-L4-L占口

49、:iiaaaiiaaau4.L44aaamju4.L44aaamj4 4a aU U*at*atIIJIIJ; ;拉筋a6.5剪力墙200水平分布筋a855.787.0214.54(2.8+0.5+1.2-0.02*2)*2+(0.2-0.02*2)*2+2*11.9*0.008*(3/0.2)*0.3953*(2.8+0.5+1.2-0.02*2)/0.2)*0.167(0.2-0.02*0.2)+2*6.25*0.0065*24+(0.2-0.02*0.2)+2*6.25*0.0065*1121533j90.5+0.4+0.2-0.02*2)*2+(0.2-0.02*2)*2+2*11.9

50、*0.008*15*0.395KgKg3.5436.1竖向分布筋a10Kg6.11丫I1轴-C轴-F轴I(2轴-C轴-D轴3*(0.5+0.4+0.2-0.02*2)/0.2*0.167:金a a4444E Ea aa aU U上B Ba a4444E Ea aJ J- -LBLBd djajaAJAJ. .E E- - -a aJ J- -LBLBj 口:a aAOAO. .B B_ _a aJ J- -LBLBu u口:J J1 1aaaauquqB B_ _a aB B占0 0: :1 1_ _a a4-1.4-1.B Bauadauad上一占*占J J- -L LE Ea&aa

51、a&aaa a占日i i- -aaaaB Baj2daj2dW44W44a a(0.2-0.02*2)+2*6.25*0.0065*30*0.26+(0.2-0.02*2)+2*6.25*0.0065*27*0.262轴-F轴-G轴(1+0.7+0.7-0.02*2)*2+(0.2-0.02*2)*2+2*11.9*0.008*15*0.3953*(1+0.7+0.7-0.02*2)/0.2*0.167八层工程量计算表墙钢筋局部厅 P构件名称a10单位工程量计算式清单编码止额编会备注拉筋a6.5Kg7.43(0.2-0.02*2)+2*6.25*0.0065*60*0.26+(0.2-

52、0.02*2)+2*6.25*0.0065*59*0.264剪力墙2504轴-A轴B轴水平分布筋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|!竖向分布筋a10Kg5.123*(0.9+0.445+0.6-0.02*2)/0.2*0.167I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剪力墙2504轴-C轴-E轴水平分布筋a10Kg8.36(2.1+0.55+0.45-0.

53、02*2)*2+(0.25-0.02*2)*2+2*11.9*0.001*15*0.167竖向分布筋a10Kg7.983*(2.1+0.55+0.45-0.02*2)/0.2*0.167拉筋a6.5Kg11.26i .-(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剪力墙300r7轴-A轴-B轴水平分布筋b12Kg63(0.9+0.5+0.6-0.02*2)*2+(0.3-0.02*2)*2+2*11.9*0.012*15*0.888L 一一一BB_BB八层工程量计算表墙钢筋局部剪力墙20017轴-

54、F轴-G轴水平分布筋a8-!,!25.75(1.2+0.4+0.4-0.02*2)*2+(0.2-0.02*2)*2+2*11.9*0.008*15*0.395i(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构件名称单位工程量计算式涓单编码定额编号备注竖向分布筋b12KKgi27.14i3*(0.9+0.5+0.6-0.02*2)/0.2*0.888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*7

55、4*0.26剪力墙250!G轴-4轴-5轴-水平分布筋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竖向分布筋a10KgI!F hl20.98一 F F 0rr.G3*(0.9+0.75+0.4-0.02*2)/0.2*0.167拉筋a6.5Kg7.89竖向分布筋a10a.kadGTGTasahadLbdmtsadatad anan,h *, MIBMIB i i n n MIBMIB二,n nwawa,n naraara ananaraaraH H! ! r r H H水平分布筋a8Kg27.55(

56、0.6+1.1+0.4-0.02*2)*2+(0.2-0.02*2)*2+2*11.9*0.008*15*0.395竖向分布筋a10Kg5.633*(0.6+1.1+0.4-0.02*2)/0.2*0.1671构件名称单位工程量计算式涓单编码定额编号备注水平分布筋b12Kg6748(1.1+0.6+0.6-0.02*2)*2+(0.3-0.02*2)*2+2*11.9*0.0012*15*0.88810剪力墙200J轴-3轴-4轴水平分布筋a8!Kg!27.62竖向分布筋a10Kgr5.313*(0.85+0.7+0.4-0.02*2)/0.2*0.167拉筋a6.5Kg6.01(0.2-0.

57、02*2)+2*6.25*0.0065*50*0.26+(0.2-0.02*2)+2*6.25*0.0065*48*0.26(0.85+0.7+0.4-0.02*2)*2+(0.2-0.02*2)*2+2*11.9*0.008*15*0.395拉筋a6.5Kg678(0.2-0.02*2)+2*6.25*0.0065*55*0.26+(0.2-0.02*2)+2*6.25*0.0065*52*0.26.八层工程量计算表墙钢筋局部厅 P构件名称单位工程量计算式清单编码止额编会备注12剪力墙200N轴-5轴-6轴水平分布筋a81Kg22.03(0.6+1.1+0.4-0.02*2)*2+(0.2-

58、0.02*2)*2+2*11.9*0.008*15*0.395-竖向分布筋a10KgKg31-3*(0.6+1.1+0.4-0.02*2)/0.2*0.167拉筋a6.57.84(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剪力墙K轴-8轴-9轴水平分布筋b12卜Kg44.444 E.(0.4+0.6+0.3-0.02*2)*2+(0.3-0.02*2)*2+2*11.9*0.0012*15*0.888竖向分布筋b12L.一.Kg18.75厂3*(0.4+0.6+0.3-0.02*2)/0.2*0.

59、8881J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*0.26i.ri11111构件名称八层工程量计算表单位工程量柱混凝十局部计算式1GBZ01m31.94(0.2*0.4)*3*82GBZ02m30.90.3*33GBZ03m31.160.38*34GBZ04m3m0.880.22*35GBZ05卜,m31.80.2*3*36GBZ06m30.740.24*37GBZ071.280.42*38GBZ08m30.80.34*39GBZ09m30.78950.2625*3:10GBZ10

60、3m31.10150.3375*311GBZ11m30.890.33*3涓单编码定额编号备注构件名称121314GBZ12GBZ13GBZ141516GBZ15irairairir h h , ,GBZ1617八层工程量计算表单位工程量m31.085 5一.5.5O Om3m3柱混凝十局部计算式0.36*3(0.3*0.5)*31.6400000000GBZ17 ！n n !1-!1-,汇总m318.4415iiI1.28750.27*30.36*30.22*30.4175*3涓单编码定额编号备注八层工程量计算表墙混凝十局部(0.4*3)*0.3(2.1*3)*0.25构件名称单位工程量计算式涓单编码定额编号备注.一IJLQ-3-13m4.9797(0.8*3)*