施工图预算钢筋工程量计算表

1、钢筋工程量计算表1、c15现浇钢筋混凝土地圈梁钢筋计算12长度二(10.56+44 x0.012x2)x 6+(7.86+44 x 0.012x2)x61 x 2=246.38m (10.56+0.14*0.3 / 0.00091*0.012*2) *6+(7.86+03 / 0.00091*0.012*2)*6)*2=250.16重量=246.38 x 0.888=218.8改为(2506*0.888=222.14)kg218.8改为222.1412长度=(3.36+44 x 0.012 x 2) x 4+(7.86+44 x 0.012 x 2) x 4二 53.33(3.36+0.14*

2、0.3 / 0.00091*0.012*2)*4+(7.86+0.14*0.3 / 0.00091*0.012*2)*4)=53.76重最=53.33 x 0.888=47.4改为(53.76*0.888=47.74)kg47.4改为47.74d)6长度=2x|(360-2 x 25)+(240-2 x 25)1+2 x (75+1.9 x 6)+(8 x6)/1000= 1.2208根数=(3&324-0.2)+1=193重量二 1.2208 x193x 0.222=52.31kg52.31<1)6长度二2 x (240-2 x 25)+(240-2 x 25)+2 x (75

3、+1.9 x 6)+(8 x 6)/1000=0.9808根数二(11.22-0.05 x 2) - 0.2+1 =57重量=0.9808*57*0.222= 12.41kg12.412c20现浇矩形柱钢筋计算22长度=(0.65+0.15+0.7+12 x 0.022+4.5) x 12=75.17重 -=75.17x2.99=224.76kg224.76巾10长度二2 x 1(600-2 x 25)+(600-2 x 25)+2 x (11.9 x 10)+(8 x 10)/1000=2.478根数=2+(5.2-0.5)/6/0.1+1+ (5.2-05)/3-0.00习 /0.1+1

4、)+0.5/0.1+(5.2-0.005-0.784-1.157)/0.2-1=44重量=2.478 x44x 0.617=10.79kg67.27（1）10长度二2x (600-2 x 30-22)/3 x 1+22+(600-2 x 30) +2*( 11.9 x 10)+(8x10)1/1000=1.787根数=44x2=88重量=1.787 x88x 0.617=10.79kg97.033屋而现浇圈梁钢 筋 计 算3-3剖12长度=(3.36+44 x 0.012 x 2) x 4+(7.86+44 x 0.() 12 x 2) x 4=53.33改为:(3.36+0.14*0.3 /

5、 0.00091*0.012*2)*4+(7.86+0.14*0.3 / 0.00091 *0.012*2)*4 =53.76重暈=53.33 x 0.888=47.36改为 53.76*0.888=47.73kg47.36改为47.73(1)6长度=2x (240-2 x 25)+(250-2 x 25)+2 x (75+1.9 x 6)+(8 x 6) 4-1000= 1根数=(11.22-0.05 x 2) -r 0.2+1 =57重1x 57x0.222= 12.65kg12.654-4 剖<1>12长度二(10.56+44 x 0.012 x 2)4-(7.86+44 x

6、 0.012x2) x4x2=164.256改为：(10.56+0.14*300 / 0.91 *0.012*2)+(7.86+0.14*300 / 0.91 *0.012*2)*4*2= 165.08重量=164.256*0.888=145.86改为：(165.08*0.888=164.59)kg145.86 改为 164.59巾6长度=2 x 1(370-2 x 25)+(400-2 x 25)+2 x (75+1.9 x 6)+(8 x6)(/l 000= 1.5608根数二2 x (10.98-0.05 x 6)/0.2+3+2 x (7.86-0.05 x 4)/0.2+2 )=19

7、2重 >=1.5608* 192*0.222=66.53kg66.534现浇构造柱外墙四 角处12长度=(4.56+0.24-0.025-0.4)+0.15+44 x 0.012 x 2 x 4 x 4=89.296改为：(4.5+0.24-0.025*2)+0.15*2 x4x 4=79.84®>=89.296x 0.888=78.44改为：79.84*0.888=79.84kg79.29改为79.84d)6长度二2 x 1(370-2 x 25)+(370-2 x 25)+2 x (75+1.9 x 6)+(8 x6)/1000= 1.5008根数=(4.56-0.4

8、-0.05 x 2)/0.2+1 x4=84重量二 1.5008*84*0.222=27.99kg27.99外墙边 轴处12长度=(4.56+0.24-0.025-0.4)+0.15+44 x 0.012x21 x4x6 =132.504改为：(4.56+0.025*2+0.15*2=103.2)重量=132.504*0.888=117.44改为：(103.2*0.888=91.64)kg117.44 改为 91.64巾6长度=2 x 1(370-2 x 25)+(240-2 x 25)+2 x (75+1.9 x 6)+(8 x6)(/l 000= 1.2408根数=(4.56-0.4-0.

9、05 x 2)/0.2+ 1x=126重量二1.2408* 126*0.222=34.71外墙边 轴处12长度=(4.56+0.24-0.025-0.4)+0.15+44 x 0.012 x 2jx 4=22.084重 >=22.084*0.888=19.61kg19.61巾6长度=2x|(240-2 x 25)+(240-2 x 25)1+2 x (75+1.9*6)+(8 x 6) /1000=0.9808根数=(4.56-0.4-0.05 x 2)/0.2+1=21重量=0.9808*21 *0.222=4.57kg4.575现浇单梁钢筋计算 l16 12长度=(0.37-0.02

10、5+ 15x0.012+7.86+0.37-0.025+ 15x0.012)x0.888x2=17.82重量=17.82*0.888=15.82kg15.79020长度二(4.78/3+0.4+4.78/3) x 2=7.173重量=7.173*2.47=17.72kg17.720 18长度二(12 x 0.018+7.86+12 x 0.018) x 4 =33.168重量=33.168*2=66.34kg66.34(1)8长度二2 x (240-2 x 25)+(500-2 x 25)+2 x (11.9 x 8)+(8x8)/1000=1.5344根数=2x|(700/100)+11+(

11、3280/200)-1+3+2 x (700/100)+1|+(1180/200)-1+3)=59重量=1.5344*59*0.395=35.76kg35.76l2 12长度二(0.24-0.025+15 x 0.012+6.96+0.24-0.025+15 x 0.012)x2 二 15.5重 >=15.5*0.888=13.764婕13.76020长度=3.28/3+0.4+3.28/3=2.5867重量=2.5867*2.47=6.39kg6.39>18长度=(12x0.018+6.96+ i2xo.o18)x 3=22重量=22*2=44婕44巾8长度=2 x (250-2

12、 x 25)+(500-2 x 25)+2 x (11.9 x 6)+(8x6)/1000=1.4908根数=2x 1(700/100)+1+(1780/200)-1+2) x2=52重 s= 1.4908*52*0.395=30.21kg30.215墙体拉接筋计算（1） 6匚字型长度=(60+200+1000) x 2+250 x 2/1000=5.54根数=(4.5/0.5-l)x4=32重量=5.54*32*0.222=39.35kg39.35一字型长度=(40+1000+240+1000+40) x 2/1000=4.64根数=(4.5/0.5-l)x3=24重量=4.64*24*0.

13、222=24.72kg24.72丄字型长度=(40+1000+2404-1000+40) x 2/1000=4.64根数=(4.5/0.5-l)x3=24重最=4.64*24*0.222=24.72kg24.72长度=(60+200+1000) x 2+250/1000=2.77根数=(4.5/0.5-l)x3=24重量=2.77*24*0.222=14.76kg14.76+字型长度=(60+200+1000) x 2+250 x 4/1000= 11.08根数=4.5/0.5-1=8重 >=11.08*8*0.222=19.68kg19.686现浇雨蓬钢筋计算22长度=(3.36-0.

14、025 x 2) x 4+(3.84-0.025 x2)x 4=28.4重嚴二 28.4*2.98=84.63kg84.63（1）8长度=(240-25 x 2+400-25 x 2) x 2+2 x 1.9 x 8+2 x 10 x 8+8 x 81/1000= 1.3344根数=(3.36-0.1 )/0.2+1 + (3.84-0.1 )/0.2+1 j=38重嚴二1.3344*38*0.395=20.03kg20.03巾10长度二 1 +(44 x 0.01 +6.25 x 0.01 )+(0.07+0.015*2)= 1.6025根数=(3.36-0.015*2)/0.2+1+ (3

15、.84-0.015*2)/0.2+1)=38重量=1.6025*38*0.617=37.57kg37.57山6长度=3.36-0.015*2+12.5 x 0.006=3.405根数=(1-0.015*2)/0.2+1=6重量=3.405*6*0.222=4.54kg4.38d)6长度二 3.84-0.015*2+12.5 x 0.006=3.885根数=(1-0.015*2)/0.24-1=6重量=3.885*6*0.222=5.17kg5.177过梁钢筋计算12长度=2*4*5+1.5*4*2=52（1）6重量=52*0.888=46.18kg46.18长度=2 x 1(370-2 x 2

16、5)+(! 50-2 x 25)+2 x (75+1.9*6)+(8 x6)(/l000= 1.0608根数=(2-0.05 x 2)/0.2+1 *5=55<1»6重量二1.0608*55*0.222=12.95kg12.95长度=2 x (240-2 x 25)+( 150-2 x 25)+2 x (75+1.9*6)+(8 x 6)/1000=0.8008根数=(2-0.05 x 2)/0.2+1 *2=22重量=0.8008*22*0.222=3.91kg3.918现浇板钢筋计 算 4）81-2/a-b橫向底筋长度=3.36+0.185+0.12+12.5*8/1000

17、=3.765根数=(4.86-0.015*2)/0.154-1=33重最=3.765*33*0.395=49.08kg49.08(1)8卜2/ab竖向底筋长度=4.86+0.185+0.12+12.5*8/1000=5.265根数=(3.36-0.015*2)/0.2+1 = 18重量=5.265*18*0.395=37.43kg37.43（1）812/bc横向底筋长度=3.36+0.185+0.12+12.5*8/1000=3.765根数=(2.76-0.015*2)/0.2+1=15重量=3.765*15*0.395=22.31kg22.31（1）812/bc竖向底筋长度=2.76+0.1

18、85+0.12+12.5*8/1000=3.165根数=(336-0.015*2)/0.2+1=18重量=3.165*18*0.395=22.5kg22.5（1）823（34）/a-b横向底筋（同12/ab横向底筋）kg98.1623（34）/a-b竖向底筋（同12/ab竖向底筋）kg74.8623（34）/bc横向底筋（同12/ab横向底筋）kg44.6223（34）/a-b竖向底筋（同12/ab竖向底筋）婕45（1）81轴ab支座负筋长度=1 +44*0.008+6.25*0.008+(0.12-0.015)=1.507根数=(4.86-0.015*2)/0.15+1=33重 >=1

19、.507*33*0.395=19.64kg19.64小81轴ab支座负筋分布筋长度=4.86-1-1+0.15*2+12.5*0.006=3.235根数=(1-0.05)/0.25+1=5重 >=3.235*5*0.222=3.59kg3.59小81轴bc支座负筋长度二 1444*0.008+6.25*0.008+(0.12-0.015)=1.507根数=(2.76-0.015*2)/0.15+1=20重量=1.507*20*0.395=11.91kg11.91（1）61轴bc支座负筋分布筋长度=2.76-1-1+0.15*2+12.5*0.006=1.135根数=(1-0.05)/0.

20、25+1=5重量=1.135*5*0.222=1.26kg1.26d)82轴ab支座负筋长度二 1 +0.24+1 +(0.12-0.015)*2=245根数=(4.86-0.015*2)/0.15+1=33重 s=2.45*33*0.395=31.94kg31.94（l）62轴ab支座负筋分布筋长度=4.86-1-1+0.15*2+12.5*0.006=3.235根数=(1-0.05)/0.25+11*2=10重量二3.235* 10*0.222=7.18kg7.182轴bc支座负筋长度=1+0.24+1+(02-0.015)*2=2.45根数=(2.76-0.015*2)/0.154-1

21、=20重量=2.45*20*0.395=19.36婕19.36山62轴bc支座负筋分布筋长度=2.76-1-1+0.15*24-12.5*0.006= 1.135根数二(1 -0.05)/0.25+1*2=10重量=1.135*10*0.222=3.02kg2.524)84轴ab支座负筋（同1轴ab支座负筋）kg19.64（i）64轴ab支座负筋分布筋（同1轴ab支座负筋分布筋）kg3.594)84轴bc支座负筋（同1轴bc支座负筋）kg11.91©64轴bc支座负筋分布筋（同1轴bc支座负筋分布筋）kg1.26（1）83轴ab支座负筋（同2轴ab支座负筋）kg31.94©63轴ab支座负筋分布筋（同2轴ab支座负筋分布筋）kg7.18巾83轴bc支座负筋（同2轴bc支座负筋）kg19.36（t）63轴bc支座负筋分布筋（同2轴bc支座负筋分布筋）kg2.52巾8a轴12支座负筋长度二 1 +0.37+0.6-0.015+(0.12-0.015)+(0.07-0.015)=2.12根数=(3.36-0.015*2)/0.154-1=24重量=2.12*24*0.395=20.1kg20巾6a轴12支座负筋分布筋长度二3.36-1 -1 +0.15*2+12.5*0.006= 1.735根数=(1-0.0