钢筋工程量计算书Word文档下载推荐.docx
《钢筋工程量计算书Word文档下载推荐.docx》由会员分享,可在线阅读,更多相关《钢筋工程量计算书Word文档下载推荐.docx(88页珍藏版)》请在冰豆网上搜索。
G=0.888*l*n=20.46Kg
18.75+20.46=39.21Kg
J-2:
l=2.2-0.04*2=2.12
n=(2.2-0.04*2)/0.16+1=14
G=0.888*l*n=26.36Kg
(26.36+26.36)*3=158.16Kg
J-3:
4个
l=2.6-0.04*2=2.52
n=(2.6-0.04*2)/0.12+1=22
G=0.888*l*n=49.23Kg
(49.23+49.23)*4=393.84Kg
J-3a:
2个
l=2.4-0.04*2=2.32
n=(3.3-0.04*2)/0.19+1=18
G=0.888*l*n=37.08Kg
l=3.3-0.04*2=3.22
n=(2.4-0.04*2)/0.12+1=20
G=0.888*l*n=57.19Kg
(37.08+57.19)*2=188.54Kg
J-4:
l=2.8-0.04*2=2.72
n=(3.1-0.04*2)/0.20+1=16
G=1.21*l*n=52.66Kg
l=3.1-0.04*2=3.02
n=(2.8-0.04*2)/0.16+1=18
G=1.21*l*n=65.78Kg
(52.66+65.78)*2=236.88Kg
J-4a:
n=(3.6-0.04*2)/0.18+1=21
G=1.21*l*n=64.03Kg
l=3.6-0.04*2=3.52
G=0.888*l*n=68.77Kg
(64.03+68.77)*3=398.40Kg
J-4b:
l=2.9-0.04*2=2.82
n=(3.2-0.04*2)/0.17+1=19
G=0.888*l*n=47.58Kg
l=3.2-0.04*2=3.12
n=(2.9-0.04*2)/0.10+1=29
G=0.888*l*n=80.35Kg
47.58+80.35=127.93Kg
J-5:
l=2.7-0.04*2=2.62
n=(3.2-0.04*2)/0.22+1=15
G=1.21*l*n=47.55Kg
n=(2.7-0.04*2)/0.15+1=18
G=1.21*l*n=67.95Kg
(47.55+67.95)*2=231.00Kg
J-6:
l=1-0.04*2=0.92
n=(1-0.04*2)/0.20+1=6
G=0.888*l*n=4.90Kg
(4.90+4.90)*2=19.60Kg
基础底板钢筋总计HRB400:
1901.92Kg
1.2地圈梁:
a.主筋:
G=0.888*(22.6*3+6.1+1.8+16.7+20.2+16.7+6*10)*4=672.39Kg
b.箍筋:
l=((0.2-0.06)+(0.2-0.06))*2-0.10=0.46
n=(189.3-0.06)/0.20+1=947
G=0.222*l*n=96.71Kg
地圈梁钢筋总计:
HRB400:
672.39Kg
HPB235:
96.71Kg
2.首层
2.1柱:
KZ-1:
a.主筋:
G=1.58*3.3*8=41.71Kg
l=((0.4-0.06)+(0.4-0.06))*2-0.10=1.26
n=(3.3/3-0.06)/0.10+1+(3.3-3.3/3-0.06)/0.20+1=23
G=0.395*l*n=11.45Kg
41.71Kg
11.45Kg
KZ-2:
2根
G=2.47*3.3*8=65.21Kg
65.21*2=130.42Kg
11.45*2=22.9Kg
KZ-4:
KZ-5:
G=2.47*3.3*4+1.58*3.3*8=74.32Kg
l=((0.3-0.06)+(0.9-0.06))*2-0.10+((0.3-0.06)+(0.45-0.06))*2-0.10=3.22
n=((3.3/3-0.06)/0.10+1+(3.3-3.3/3-0.06)/0.20+1)*2=46
G=0.395*l*n=58.51Kg
74.32Kg
58.51Kg
KZ-5a:
G=2.98*3.3*4+2.47*3.3*6+1.58*3.3*2=98.67Kg
98.67Kg
KZ-6:
G=2.98*3.3*4+2*3.3*4=65.74Kg
65.74Kg
KZ-7:
G=2.98*3.3*8=78.67Kg
78.67Kg
90.12Kg
KZ-8:
G=2.47*3.3*4+2.47*3.3*6+1.58*3.3*2=91.94Kg
91.94*2=183.88Kg
58.51*2=117.02Kg
KZ-9:
G=3.85*3.3*4+2*3.3*2+1.58*3.3*2=74.45Kg
74.45Kg
KZ-10:
G=3.85*3.3*4+2*3.3*2+2.98*3.3*2=83.69Kg
83.69*2=167.38Kg
11.45*2=22.90Kg
KZ-11:
KZ-12:
G=3.85*3.3*8=101.64Kg
101.64Kg
KZ-13:
91.94Kg
KZ-14:
G=1.21*4.17*8=40.37Kg
n=(4.17/3-0.06)/0.10+1+(4.17-4.17/3-0.06)/0.20+1=29
G=0.395*l*n=14.43Kg
40.37Kg
14.43Kg
KZ-15:
KZ-16:
KZ-17:
G=1.58*3.3*12=62.57Kg
l=((0.2-0.06)+(0.5-0.06))*2-0.10=1.06
G=0.395*l*n=19.26Kg
62.57Kg
19.26Kg
KZ-18:
65.21Kg
KZ-19:
G=3.85*3.3*4+2.47*3.3*2+1.58*3.3*2=77.55Kg
77.55Kg
KZ-20:
首层柱钢筋总计HRB400:
1594.34Kg
HPB235:
638.15Kg
3.二层
3.1柱:
G=0.222*l*n=6.43Kg
41.71*2=83.42Kg
6.43*2=12.86Kg
KZ-3:
4根
n=((3.3-0.06)/0.10+1)*2=67
G=0.222*l*n=32.88Kg
74.32*4=297.28Kg
47.89*4=191.56Kg
KZ-3a:
G=2.47*3.3*4+1.58*3.3*2+2*3.2*6=81.43Kg
81.43Kg
47.89Kg
3根
65.21*3=195.63Kg
6.43*3=19.29Kg
G=2.98*3.3*4+2.98*3.3*2+2*3.3*2=72.20Kg
72.20Kg
6.43Kg
41.71*3=125.13Kg
G=0.222*l*n=10.82Kg
10.82Kg
G=2.98*3.3*4+1.58*3.3*2+2*3.3*2=62.96Kg
62.96Kg
二层柱钢筋总计:
1268.78Kg
398.22Kg
3.2楼板
钢筋总计HRB400:
:
G=0.395*(4.2*(3.6/0.125+1)*2+3.6*(4.2/0.1+1)*2+1.07*(3.6/0.2+1)+0.7*(2.1/0.2+1)+0.7*(2.4/0.2+1)+2.4*(2.1/0.2+1)+2.1*(2.4/0.2+1)+0.55*(1.5/0.2+1)+2.98*(2.4/0.2+1)+1.5*(2.4/0.2+1)+2.4*(1.5/0.2+1)+1.56*(3.6/0.2+1)+0.92*(1.7/0.2+1)+1.55*(1.3/0.2+1)+(1*(1.7/0.2+1)+1.63*(1.6/0.2+1))*3+0.92*(6.1/0.2+1)+(0.35*(0.7/0.2+1))*8+0.7*(1.3/0.2+1)+1.3*(0.7/0.2+1)+(0.7*(1.6/0.2+1)+1.6*(0.7/0.2+1))*3+0.92*(6/0.2+1)+1.86*(3.9/0.2+1)*4+3.3*(3.9/0.2+1)*3+1.86*(3.3/0.2+1)*3+1.7*(2.1/0.2+1)*2+1.26*(2.1/0.2+1)*2+3.3*(2.1/0.2+1)*3+6*(3/0.2+1)+3*(6/0.2+1)+1.7*(3/0.2+1)+1.56*(3.3/0.2+1)*3+1.7*(6/0.2+1)+1.7*(6.1/0.2+1)+0.92*(6/0.2+1)+3.05*(6/0.2+1)*4+1.7*(6.1/0.2+1)+0.85*(2.7/0.2+1)+1.56*(2.7/0.2+1)*5+2.7*(22.6/0.2+1)+22.6*(2.7/0.2+1)+0.77*(2.7/0.2+1)+1.56*(3/0.2+1)+2*(3.6/0.2+1)+1.86*(3.3/0.2+1)*3+1.56*(3.7/0.2+1)+0.77*(2.4/0.2+1)+0.67*(2/0.2+1)+3*(2/0.2+1)+2*(3/0.2+1)+0.37*(3/0.2+1)+2*(2/0.15+1)+1.07