施工图预算钢筋工程量计算表

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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①12长度二[(10.56+44X0.012X2)X6+(7.86+44X0.012X2)X61X2=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=246.38X0.888=218.8改为(250」6*0.888=222.14)Kg218.8改为222.14①12长度=(3.36+44X0.012X2)X4+(7.86+44X0.012

2、X2)X4二53.33{(3.36+0.14*0.3/0.00091*0.012*2)*4+(7.86+0.14*0.3/0.00091*0.012*2)*4)=53.76重最=53.33X0.888=47.4改为(53.76*0.888=47.74)kg47.4改为47.74d)6长度={2X

3、(360-2X25)+(240-2X25)1+2X(75+1.9X6)+(8X6)}/1000=1.2208根数=(3&324-0.2)+1=193重量二1.2208X193X0.222=52.31kg52.31<

4、1)6长度二{2X[(240-2X25)+(240-2X25)]+2X(75+1.9X6)+(8X6))/1000=0.9808根数二(11.22-0.05X2)-0.2+1=57重量=0.9808*57*0.222=12.41kg12.412C20现浇矩形柱钢筋计算①22长度=(0.65+0.15+0.7+12X0.022+4.5)X12=75.17重@-=75.17X2.99=224.76kg224.76巾10长度二{2X1(600-2X25)+(600-2X25)]+2X(11.9X10)+(8X10

5、))/1000=2.478根数=2+[(5.2-0.5)/6/0.1+1]+{[(5.2-05)/3-0.00习/0.1+1)+0.5/0.1+(5.2-0.005-0.784-1.157)/0.2-1=44重量=2.478X44X0.617=10.79kg67.27（1）10长度二[2X{[(600-2X30-22)/3X1+22]+(600-2X30)}+2*(11.9X10)+(8X10)1/1000=1.787根数=44X2=88重量=1.787X88X0.617=10.79kg97.033屋而现浇

6、圈梁钢筋计算3-3剖①12长度=(3.36+44X0.012X2)X4+(7.86+44X0.()12X2)X4=53.33改为:{(3.36+0.14*0.3/0.00091*0.012*2)*4+(7.86+0.14*0.3/0.00091*0.012*2)*4}=53.76重暈=53.33X0.888=47.36改为53.76*0.888=47.73kg47.36改为47.73(1)6长度={2X[(240-2X25)+(250-2X25)]+2X(75+1.9X6)+(8X6)}4-1000=1根数

7、=(11.22-0.05X2)-r0.2+1=57重1X57X0.222=12.65Kg12.654-4剖<1>12长度二[(10.56+44X0.012X2)4-(7.86+44X0.012X2)]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

8、X1(370-2X25)+(400-2X25)]+2X(75+1.9X6)+(8X6)(/l000=1.5608根数二{2X[(10.98-0.05X6)/0.2+3]+[2X(7.86-0.05X4)/0.2+2])=192重>=1.5608*192*0.222=66.53kg66.534现浇构造柱外墙四角处①12长度=[(4.56+0.24-0.025-0.4)+0.15+44X0.012X2]X4X4=89.296改为：[(4.5+0.24-0.025*2)+0.15*2]X4X4=79.84®>=8

9、9.296X0.888=78.44改为：79.84*0.888=79.84kg79.29改为79.84d)6长度二{2X1(370-2X25)+(370-2X25)]+2X(75+1.9X6)+(8X6)}/1000=1.5008根数=[(4.56-0.4-0.05X2)/0.2+1]X4=84重量二1.5008*84*0.222=27.99kg27.99外墙边轴处①12长度=[(4.56+0.24-0.025-