1、钢钢筋筋工工程程量量计计算算书书工工程程名名称称：厂厂房房算算量量序序号号计计算算表表达达式式件件1柱(KZ1)纵筋：4B25/8B25/8B25 本标准层有：1个自然层。标高为：7.15 米 至 11.65 米 (10B25)长=1.5*31*0.025锚固长+0.6非搭区=1.763 (10B25)重=10*1.763*3.853375钢筋比重=67.935 (伸到下层柱按1.5*Lae锚固)1 (4B25)长=4.5柱高=4.5 (4B25)重=4*4.5*3.853375钢筋比重=69.361 (2层)1 (16B25)长=4.5柱高=4.5 (16B25)重=16*4.5*3.853
2、375钢筋比重=277.443 (2层)1 箍筋(A8100/200)的计算：加密区箍数n1=(0.6底加密+0.6顶加密+1.25梁高)/0.1间距+2=27(四舍五入)非加密区箍数=(4.5柱高-(27-1)*0.1加密长)/0.2间距-1=9(四舍五入)箍筋(A8100/200)长=(540+540+540+540+4*2*8+2*11.9*8)/1000=2.4144 箍筋(A8100/200)重=36*2.414*0.3935856钢筋比重=34.2041 箍筋(A8100/200)长=(103+540+103+540+2*25+4*2*8+2*11.9*8)/1000=1.5904
3、 箍筋(A8100/200)重=144*1.59*0.3935856钢筋比重=90.1151电渣压力焊(直径25)柱圆钢筋d20-合计2柱(KZ1A)纵筋：4B22/6B18/6B18 本标准层有：1个自然层。标高为：7.15 米 至 11.65 米 (3B22)长=1.5*31*0.022锚固长+0.6非搭区=1.623 (3B22)重=3*1.623*2.984054钢筋比重=14.529 (伸到下层柱按1.5*Lae锚固)1 (6B18)长=1.5*31*0.018锚固长+0.6非搭区=1.437 (6B18)重=6*1.437*1.99759钢筋比重=17.223 (伸到下层柱按1.5
4、*Lae锚固)1 (4B22)长=4.5柱高=4.5 (4B22)重=4*4.5*2.984054钢筋比重=53.713 (2层)1 (12B18)长=4.5柱高=4.5 (12B18)重=12*4.5*1.99759钢筋比重=107.87 (2层)1 箍筋(A8100/200)的计算：加密区箍数n1=(0.6底加密+0.6顶加密+1.25梁高)/0.1间距+2=27(四舍五入)非加密区箍数=(4.5柱高-(27-1)*0.1加密长)/0.2间距-1=9(四舍五入)箍筋(A8100/200)长=(540+540+540+540+4*2*8+2*11.9*8)/1000=2.4144 箍筋(A8
5、100/200)重=36*2.414*0.3935856钢筋比重=34.2041 箍筋(A8100/200)长=(129.5+540+129.5+540+2*18+4*2*8+2*11.9*8)/1000=1.6294 箍筋(A8100/200)重=72*1.629*0.3935856钢筋比重=46.1631 拉筋(A8100/200)长=(540+2*8+2*11.9*8)/1000=0.7464 拉筋(A8100/200)重=144*0.746*0.3935856钢筋比重=42.2811电渣压力焊(直径22)电渣压力焊(直径18)柱圆钢筋d=10-合计柱螺纹钢d20-合计3柱(KZ2)纵筋
6、：4B20/6B16/6B16 本标准层有：1个自然层。标高为：7.15 米 至 11.65 米 (2B20)长=1.5*31*0.02锚固长+0.75非搭区=1.68 (2B20)重=2*1.68*2.46616钢筋比重=8.286 (伸到下层柱按1.5*Lae锚固)1 (3B16)长=(1.5*31锚固+1.4*31搭接)*0.016+0.75非搭区=2.188 (3B16)重=3*2.188*1.578342钢筋比重=10.36 (伸到下层柱按1.5*Lae锚固)1 (4B20)长=4.5柱高=4.5 (4B20)重=4*4.5*2.46616钢筋比重=44.391 (2层)1 (12B
7、16)长=4.5柱高+1.4*31*0.016搭接长=5.194 (12B16)重=12*5.194*1.578342钢筋比重=98.375 (2层)1 箍筋(A8100/200)的计算：加密区箍数n1=(0.75底加密+0.75顶加密+1.25梁高)/0.1间距+2=30(四舍五入)非加密区箍数=(4.5柱高-(30-1)*0.1加密长)/0.2间距-1=7(四舍五入)箍筋(A8100/200)长=(540+690+540+690+4*2*8+2*11.9*8)/1000=2.7144 箍筋(A8100/200)重=37*2.714*0.3935856钢筋比重=39.5231 箍筋(A810
8、0/200)长=(130+690+130+690+2*16+4*2*8+2*11.9*8)/1000=1.9264 箍筋(A8100/200)重=37*1.926*0.3935856钢筋比重=28.0481 拉筋(A8100/200)长=(690+2*8+2*11.9*8)/1000=0.8964 拉筋(A8100/200)重=37*0.896*0.3935856钢筋比重=13.0481 箍筋(A8100/200)长=(167.5+540+167.5+540+2*16+4*2*8+2*11.9*8)/1000=1.7014 箍筋(A8100/200)重=37*1.701*0.3935856钢筋
9、比重=24.7711 拉筋(A8100/200)长=(540+2*8+2*11.9*8)/1000=0.7464 拉筋(A8100/200)重=37*0.746*0.3935856钢筋比重=10.8641电渣压力焊(直径20)柱圆钢筋d=10-合计柱螺纹钢d=20-合计4柱(KZ2C)纵筋：4B20/6B16/6B16 本标准层有：1个自然层。标高为：7.15 米 至 11.65 米 (2B20)长=1.5*31*0.02锚固长+0.75非搭区=1.68 (2B20)重=2*1.68*2.46616钢筋比重=8.286 (伸到下层柱按1.5*Lae锚固)1 (3B16)长=(1.5*31锚固+
10、1.4*31搭接)*0.016+0.75非搭区=2.188 (3B16)重=3*2.188*1.578342钢筋比重=10.36 (伸到下层柱按1.5*Lae锚固)1 (4B20)长=4.5柱高=4.5 (4B20)重=4*4.5*2.46616钢筋比重=44.391 (2层)1 (12B16)长=4.5柱高+1.4*31*0.016搭接长=5.194 (12B16)重=12*5.194*1.578342钢筋比重=98.375 (2层)1 箍筋(A8100/200)的计算：加密区箍数n1=(0.75底加密+0.75顶加密+1.25梁高)/0.1间距+2=30(四舍五入)非加密区箍数=(4.5柱
11、高-(30-1)*0.1加密长)/0.2间距-1=7(四舍五入)箍筋(A8100/200)长=(540+690+540+690+4*2*8+2*11.9*8)/1000=2.7144 箍筋(A8100/200)重=37*2.714*0.3935856钢筋比重=39.5231 箍筋(A8100/200)长=(130+690+130+690+2*16+4*2*8+2*11.9*8)/1000=1.9264 箍筋(A8100/200)重=37*1.926*0.3935856钢筋比重=28.0481 拉筋(A8100/200)长=(690+2*8+2*11.9*8)/1000=0.8964 拉筋(A8
12、100/200)重=37*0.896*0.3935856钢筋比重=13.0481 箍筋(A8100/200)长=(167.5+540+167.5+540+2*16+4*2*8+2*11.9*8)/1000=1.7014 箍筋(A8100/200)重=37*1.701*0.3935856钢筋比重=24.7711 拉筋(A8100/200)长=(540+2*8+2*11.9*8)/1000=0.7464 拉筋(A8100/200)重=37*0.746*0.3935856钢筋比重=10.8641电渣压力焊(直径20)柱圆钢筋d=10-合计柱螺纹钢d=20-合计5柱(KZ2A)纵筋：4B20/4B20
13、/6B16 本标准层有：1个自然层。标高为：7.15 米 至 11.65 米 (3B20)长=1.5*31*0.02锚固长+0.75非搭区=1.68 (3B20)重=3*1.68*2.46616钢筋比重=12.429 (伸到下层柱按1.5*Lae锚固)1 (4B20)长=4.5柱高=4.5 (4B20)重=4*4.5*2.46616钢筋比重=44.391 (2层)1 (4B20)长=4.5柱高=4.5 (4B20)重=4*4.5*2.46616钢筋比重=44.391 (2层)1 (6B16)长=4.5柱高+1.4*31*0.016搭接长=5.194 (6B16)重=6*5.194*1.5783
14、42钢筋比重=49.187 (2层)1 箍筋(A8100/200)的计算：加密区箍数n1=(0.75底加密+0.75顶加密+1.25梁高)/0.1间距+2=30(四舍五入)非加密区箍数=(4.5柱高-(30-1)*0.1加密长)/0.2间距-1=7(四舍五入)箍筋(A8100/200)长=(540+690+540+690+4*2*8+2*11.9*8)/1000=2.7144 箍筋(A8100/200)重=37*2.714*0.3935856钢筋比重=39.5231 箍筋(A8100/200)长=(173.3+690+173.3+690+2*20+4*2*8+2*11.9*8)/1000=2.
15、0211 箍筋(A8100/200)重=37*2.021*0.3935856钢筋比重=29.4311 箍筋(A8100/200)长=(167.5+540+167.5+540+2*16+4*2*8+2*11.9*8)/1000=1.7014 箍筋(A8100/200)重=37*1.701*0.3935856钢筋比重=24.7711 拉筋(A8100/200)长=(540+2*8+2*11.9*8)/1000=0.7464 拉筋(A8100/200)重=37*0.746*0.3935856钢筋比重=10.8641电渣压力焊(直径20)柱圆钢筋d=10-合计柱螺纹钢d=20-合计6柱(KZ2B)纵筋
16、：4B20/4B20/6B16 本标准层有：1个自然层。标高为：7.15 米 至 11.65 米 (4B20)长=1.5*31*0.02锚固长+0.75非搭区=1.68 (4B20)重=4*1.68*2.46616钢筋比重=16.573 (伸到下层柱按1.5*Lae锚固)1 (4B20)长=4.5柱高=4.5 (4B20)重=4*4.5*2.46616钢筋比重=44.391 (2层)1 (4B20)长=4.5柱高=4.5 (4B20)重=4*4.5*2.46616钢筋比重=44.391 (2层)1 (6B16)长=4.5柱高+1.4*31*0.016搭接长=5.194 (6B16)重=6*5.
17、194*1.578342钢筋比重=49.187 (2层)1 箍筋(A8100/200)的计算：加密区箍数n1=(0.75底加密+0.75顶加密+1.25梁高)/0.1间距+2=30(四舍五入)非加密区箍数=(4.5柱高-(30-1)*0.1加密长)/0.2间距-1=7(四舍五入)箍筋(A8100/200)长=(540+690+540+690+4*2*8+2*11.9*8)/1000=2.7144 箍筋(A8100/200)重=37*2.714*0.3935856钢筋比重=39.5231 箍筋(A8100/200)长=(173.3+690+173.3+690+2*20+4*2*8+2*11.9*
18、8)/1000=2.0211 箍筋(A8100/200)重=37*2.021*0.3935856钢筋比重=29.4311 箍筋(A8100/200)长=(167.5+540+167.5+540+2*16+4*2*8+2*11.9*8)/1000=1.7014 箍筋(A8100/200)重=37*1.701*0.3935856钢筋比重=24.7711 拉筋(A8100/200)长=(540+2*8+2*11.9*8)/1000=0.7464 拉筋(A8100/200)重=37*0.746*0.3935856钢筋比重=10.8641电渣压力焊(直径20)柱圆钢筋d=10-合计柱螺纹钢d=20-合计
19、7柱(KZ3A)纵筋：4B22/4B22/4B22 本标准层有：1个自然层。标高为：7.15 米 至 11.65 米 (4B22)长=4.5柱高=4.5 (4B22)重=4*4.5*2.984054钢筋比重=53.713 (2层)1 (8B22)长=4.5柱高=4.5 (8B22)重=8*4.5*2.984054钢筋比重=107.426 (2层)1 箍筋(A8100/200)的计算：加密区箍数n1=(0.75底加密+0.75顶加密+0.8梁高)/0.1间距+2=25(四舍五入)非加密区箍数=(4.5柱高-(25-1)*0.1加密长)/0.2间距-1=10(四舍五入)箍筋(A8100/200)长
20、=(690+690+690+690+4*2*8+2*11.9*8)/1000=3.0144 箍筋(A8100/200)重=35*3.014*0.3935856钢筋比重=41.5191 箍筋(A8100/200)长=(222.7+690+222.7+690+2*22+4*2*8+2*11.9*8)/1000=2.1237 箍筋(A8100/200)重=70*2.124*0.3935856钢筋比重=58.5181电渣压力焊(直径22)柱圆钢筋d20-合计8柱(KZ3)纵筋：4B22/4B22/4B22 本标准层有：1个自然层。标高为：7.15 米 至 11.65 米 (4B22)长=1.5*31*
21、0.022锚固长+0.617非搭区=1.64 (4B22)重=4*1.64*2.984054钢筋比重=19.575 (伸到下层柱按1.5*Lae锚固)1 (4B22)长=4.5柱高=4.5 (4B22)重=4*4.5*2.984054钢筋比重=53.713 (2层)1 (8B22)长=4.5柱高=4.5 (8B22)重=8*4.5*2.984054钢筋比重=107.426 (2层)1 箍筋(A8100/200)的计算：加密区箍数n1=(0.617底加密+0.617顶加密+0.8梁高)/0.1间距+2=22(四舍五入)非加密区箍数=(4.5柱高-(22-1)*0.1加密长)/0.2间距-1=11
22、(四舍五入)箍筋(A8100/200)长=(540+540+540+540+4*2*8+2*11.9*8)/1000=2.4144 箍筋(A8100/200)重=33*2.414*0.3935856钢筋比重=31.3541 箍筋(A8100/200)长=(172.7+540+172.7+540+2*22+4*2*8+2*11.9*8)/1000=1.7237 箍筋(A8100/200)重=66*1.724*0.3935856钢筋比重=44.7841电渣压力焊(直径22)柱圆钢筋d20-合计9柱(KZ4)纵筋：4B20/6B16/6B16/3B22 本标准层有：1个自然层。标高为：7.15 米
23、至 11.65 米 (1B20)长=1.5*31*0.02锚固长+0.6非搭区=1.53 (1B20)重=1.53*2.46616钢筋比重=3.773 (伸到下层柱按1.5*Lae锚固)1 (6B16)长=(1.5*31锚固+1.4*31搭接)*0.016+0.6非搭区=2.038 (6B16)重=6*2.038*1.578342钢筋比重=19.3 (伸到下层柱按1.5*Lae锚固)1 (4B20)长=4.5柱高=4.5 (4B20)重=4*4.5*2.46616钢筋比重=44.391 (2层)1 (6B16)长=4.5柱高+1.4*31*0.016搭接长=5.194 (6B16)重=6*5.
24、194*1.578342钢筋比重=49.187 (2层)1 (3B22)长=4.5柱高=4.5 (3B22)重=3*4.5*2.984054钢筋比重=40.285 (2层)1 (6B16)长=4.5柱高+1.4*31*0.016搭接长=5.194 (6B16)重=6*5.194*1.578342钢筋比重=49.187 (2层)1 箍筋(A8100/200)的计算：加密区箍数n1=(0.6底加密+0.6顶加密+1.25梁高)/0.1间距+2=27(四舍五入)非加密区箍数=(4.5柱高-(27-1)*0.1加密长)/0.2间距-1=9(四舍五入)箍筋(A8100/200)长=(540+540+54
25、0+540+4*2*8+2*11.9*8)/1000=2.4144 箍筋(A8100/200)重=36*2.414*0.3935856钢筋比重=34.2041 拉筋(A8100/200)长=(540+2*8+2*11.9*8)/1000=0.7464 拉筋(A8100/200)重=72*0.746*0.3935856钢筋比重=21.141电渣压力焊(直径20)电渣压力焊(直径22)柱圆钢筋d=10-合计柱螺纹钢d20-合计10柱(KZ4)纵筋：4B20/6B16/6B16/3B22 本标准层有：1个自然层。标高为：7.15 米 至 11.65 米 (2B20)长=1.5*31*0.02锚固长+
26、0.6非搭区=1.53 (2B20)重=2*1.53*2.46616钢筋比重=7.546 (伸到下层柱按1.5*Lae锚固)1 (6B16)长=(1.5*31锚固+1.4*31搭接)*0.016+0.6非搭区=2.038 (6B16)重=6*2.038*1.578342钢筋比重=19.3 (伸到下层柱按1.5*Lae锚固)1 (4B20)长=4.5柱高=4.5 (4B20)重=4*4.5*2.46616钢筋比重=44.391 (2层)1 (6B16)长=4.5柱高+1.4*31*0.016搭接长=5.194 (6B16)重=6*5.194*1.578342钢筋比重=49.187 (2层)1 (
27、3B22)长=4.5柱高=4.5 (3B22)重=3*4.5*2.984054钢筋比重=40.285 (2层)1 (6B16)长=4.5柱高+1.4*31*0.016搭接长=5.194 (6B16)重=6*5.194*1.578342钢筋比重=49.187 (2层)1 箍筋(A8100/200)的计算：加密区箍数n1=(0.6底加密+0.6顶加密+1.25梁高)/0.1间距+2=27(四舍五入)非加密区箍数=(4.5柱高-(27-1)*0.1加密长)/0.2间距-1=9(四舍五入)箍筋(A8100/200)长=(540+540+540+540+4*2*8+2*11.9*8)/1000=2.41
28、44 箍筋(A8100/200)重=36*2.414*0.3935856钢筋比重=34.2041 拉筋(A8100/200)长=(540+2*8+2*11.9*8)/1000=0.7464 拉筋(A8100/200)重=72*0.746*0.3935856钢筋比重=21.141电渣压力焊(直径20)电渣压力焊(直径22)柱圆钢筋d=10-合计柱螺纹钢d20-合计11柱(KZ5)纵筋：4B22/6B18/6B18 本标准层有：1个自然层。标高为：7.15 米 至 11.65 米 (1B22)长=1.5*31*0.022锚固长+0.6非搭区=1.623 (1B22)重=1.623*2.984054
29、钢筋比重=4.843 (伸到下层柱按1.5*Lae锚固)5 (3B18)长=1.5*31*0.018锚固长+0.6非搭区=1.437 (3B18)重=3*1.437*1.99759钢筋比重=8.612 (伸到下层柱按1.5*Lae锚固)5 (4B22)长=4.5柱高=4.5 (4B22)重=4*4.5*2.984054钢筋比重=53.713 (2层)5 (12B18)长=4.5柱高=4.5 (12B18)重=12*4.5*1.99759钢筋比重=107.87 (2层)5 箍筋(A8100/200)的计算：加密区箍数n1=(0.6底加密+0.6顶加密+1.25梁高)/0.1间距+2=27(四舍五
30、入)非加密区箍数=(4.5柱高-(27-1)*0.1加密长)/0.2间距-1=9(四舍五入)箍筋(A8100/200)长=(540+540+540+540+4*2*8+2*11.9*8)/1000=2.4144 箍筋(A8100/200)重=36*2.414*0.3935856钢筋比重=34.2045 箍筋(A8100/200)长=(129.5+540+129.5+540+2*18+4*2*8+2*11.9*8)/1000=1.6294 箍筋(A8100/200)重=72*1.629*0.3935856钢筋比重=46.1635 拉筋(A8100/200)长=(540+2*8+2*11.9*8)
31、/1000=0.7464 拉筋(A8100/200)重=144*0.746*0.3935856钢筋比重=42.2815电渣压力焊(直径22)电渣压力焊(直径18)柱圆钢筋d=10-合计柱螺纹钢d20-合计12柱(KZ5)纵筋：4B22/6B18/6B18 本标准层有：1个自然层。标高为：7.15 米 至 11.65 米 (3B18)长=1.5*31*0.018锚固长+0.75非搭区=1.587 (3B18)重=3*1.587*1.99759钢筋比重=9.511 (伸到下层柱按1.5*Lae锚固)2 (4B22)长=4.5柱高=4.5 (4B22)重=4*4.5*2.984054钢筋比重=53.
32、713 (2层)2 (12B18)长=4.5柱高=4.5 (12B18)重=12*4.5*1.99759钢筋比重=107.87 (2层)2 箍筋(A8100/200)的计算：加密区箍数n1=(0.75底加密+0.75顶加密+1.25梁高)/0.1间距+2=30(四舍五入)非加密区箍数=(4.5柱高-(30-1)*0.1加密长)/0.2间距-1=7(四舍五入)箍筋(A8100/200)长=(540+540+540+540+4*2*8+2*11.9*8)/1000=2.4144 箍筋(A8100/200)重=37*2.414*0.3935856钢筋比重=35.1542 箍筋(A8100/200)长
33、=(129.5+540+129.5+540+2*18+4*2*8+2*11.9*8)/1000=1.6294 箍筋(A8100/200)重=74*1.629*0.3935856钢筋比重=47.4452 拉筋(A8100/200)长=(540+2*8+2*11.9*8)/1000=0.7464 拉筋(A8100/200)重=148*0.746*0.3935856钢筋比重=43.4552电渣压力焊(直径22)电渣压力焊(直径18)柱圆钢筋d=10-合计柱螺纹钢d20-合计13柱(KZ5)纵筋：4B22/6B18/6B18 本标准层有：1个自然层。标高为：7.15 米 至 11.65 米 (3B18
34、)长=1.5*31*0.018锚固长+0.6非搭区=1.437 (3B18)重=3*1.437*1.99759钢筋比重=8.612 (伸到下层柱按1.5*Lae锚固)6 (4B22)长=4.5柱高=4.5 (4B22)重=4*4.5*2.984054钢筋比重=53.713 (2层)6 (12B18)长=4.5柱高=4.5 (12B18)重=12*4.5*1.99759钢筋比重=107.87 (2层)6 箍筋(A8100/200)的计算：加密区箍数n1=(0.6底加密+0.6顶加密+1.25梁高)/0.1间距+2=27(四舍五入)非加密区箍数=(4.5柱高-(27-1)*0.1加密长)/0.2间
35、距-1=9(四舍五入)箍筋(A8100/200)长=(540+540+540+540+4*2*8+2*11.9*8)/1000=2.4144 箍筋(A8100/200)重=36*2.414*0.3935856钢筋比重=34.2046 箍筋(A8100/200)长=(129.5+540+129.5+540+2*18+4*2*8+2*11.9*8)/1000=1.6294 箍筋(A8100/200)重=72*1.629*0.3935856钢筋比重=46.1636 拉筋(A8100/200)长=(540+2*8+2*11.9*8)/1000=0.7464 拉筋(A8100/200)重=144*0.7
36、46*0.3935856钢筋比重=42.2816电渣压力焊(直径22)电渣压力焊(直径18)柱圆钢筋d=10-合计柱螺纹钢d20-合计14柱(KZ5A)纵筋：4B22/6B18/6B18 本标准层有：1个自然层。标高为：7.15 米 至 11.65 米 (1B22)长=1.5*31*0.022锚固长+0.6非搭区=1.623 (1B22)重=1.623*2.984054钢筋比重=4.843 (伸到下层柱按1.5*Lae锚固)1 (3B18)长=1.5*31*0.018锚固长+0.6非搭区=1.437 (3B18)重=3*1.437*1.99759钢筋比重=8.612 (伸到下层柱按1.5*La
37、e锚固)1 (4B22)长=4.5柱高=4.5 (4B22)重=4*4.5*2.984054钢筋比重=53.713 (2层)1 (12B18)长=4.5柱高=4.5 (12B18)重=12*4.5*1.99759钢筋比重=107.87 (2层)1 箍筋(A8100/200)的计算：加密区箍数n1=(0.6底加密+0.6顶加密+1.25梁高)/0.1间距+2=27(四舍五入)非加密区箍数=(4.5柱高-(27-1)*0.1加密长)/0.2间距-1=9(四舍五入)箍筋(A8100/200)长=(540+540+540+540+4*2*8+2*11.9*8)/1000=2.4144 箍筋(A8100
38、/200)重=36*2.414*0.3935856钢筋比重=34.2041 箍筋(A8100/200)长=(129.5+540+129.5+540+2*18+4*2*8+2*11.9*8)/1000=1.6294 箍筋(A8100/200)重=72*1.629*0.3935856钢筋比重=46.1631 拉筋(A8100/200)长=(540+2*8+2*11.9*8)/1000=0.7464 拉筋(A8100/200)重=144*0.746*0.3935856钢筋比重=42.2811电渣压力焊(直径22)电渣压力焊(直径18)柱圆钢筋d=10-合计柱螺纹钢d20-合计15柱(KZ6)纵筋：4
39、B25/8B16/4B22 本标准层有：1个自然层。标高为：7.15 米 至 11.65 米 (1B25)长=1.5*31*0.025锚固长+0.75非搭区=1.913 (1B25)重=1.913*3.853375钢筋比重=7.372 (伸到下层柱按1.5*Lae锚固)1 (4B16)长=(1.5*31锚固+1.4*31搭接)*0.016+0.75非搭区=2.188 (4B16)重=4*2.188*1.578342钢筋比重=13.814 (伸到下层柱按1.5*Lae锚固)1 (4B25)长=4.5柱高=4.5 (4B25)重=4*4.5*3.853375钢筋比重=69.361 (2层)1 (8
40、B16)长=4.5柱高+1.4*31*0.016搭接长=5.194 (8B16)重=8*5.194*1.578342钢筋比重=65.583 (2层)1 (4B22)长=4.5柱高=4.5 (4B22)重=4*4.5*2.984054钢筋比重=53.713 (2层)1 箍筋(A8100/200)的计算：加密区箍数n1=(0.75底加密+0.75顶加密+1.25梁高)/0.1间距+2=30(四舍五入)非加密区箍数=(4.5柱高-(30-1)*0.1加密长)/0.2间距-1=7(四舍五入)箍筋(A8100/200)长=(540+690+540+690+4*2*8+2*11.9*8)/1000=2.7
41、144 箍筋(A8100/200)重=37*2.714*0.3935856钢筋比重=39.5231 箍筋(A8100/200)长=(104.8+690+104.8+690+2*16+4*2*8+2*11.9*8)/1000=1.876 箍筋(A8100/200)重=74*1.876*0.3935856钢筋比重=54.6391 箍筋(A8100/200)长=(221.7+540+221.7+540+2*22+4*2*8+2*11.9*8)/1000=1.8217 箍筋(A8100/200)重=74*1.822*0.3935856钢筋比重=53.0661电渣压力焊(直径25)电渣压力焊(直径22)
42、柱圆钢筋d=10-合计柱螺纹钢d20-合计16柱(KZ6)纵筋：4B25/8B16/4B22 本标准层有：1个自然层。标高为：7.15 米 至 11.65 米 (2B25)长=1.5*31*0.025锚固长+0.75非搭区=1.913 (2B25)重=2*1.913*3.853375钢筋比重=14.743 (伸到下层柱按1.5*Lae锚固)1 (4B16)长=(1.5*31锚固+1.4*31搭接)*0.016+0.75非搭区=2.188 (4B16)重=4*2.188*1.578342钢筋比重=13.814 (伸到下层柱按1.5*Lae锚固)1 (4B25)长=4.5柱高=4.5 (4B25)
43、重=4*4.5*3.853375钢筋比重=69.361 (2层)1 (8B16)长=4.5柱高+1.4*31*0.016搭接长=5.194 (8B16)重=8*5.194*1.578342钢筋比重=65.583 (2层)1 (4B22)长=4.5柱高=4.5 (4B22)重=4*4.5*2.984054钢筋比重=53.713 (2层)1 箍筋(A8100/200)的计算：加密区箍数n1=(0.75底加密+0.75顶加密+1.25梁高)/0.1间距+2=30(四舍五入)非加密区箍数=(4.5柱高-(30-1)*0.1加密长)/0.2间距-1=7(四舍五入)箍筋(A8100/200)长=(540+
44、690+540+690+4*2*8+2*11.9*8)/1000=2.7144 箍筋(A8100/200)重=37*2.714*0.3935856钢筋比重=39.5231 箍筋(A8100/200)长=(104.8+690+104.8+690+2*16+4*2*8+2*11.9*8)/1000=1.876 箍筋(A8100/200)重=74*1.876*0.3935856钢筋比重=54.6391 箍筋(A8100/200)长=(221.7+540+221.7+540+2*22+4*2*8+2*11.9*8)/1000=1.8217 箍筋(A8100/200)重=74*1.822*0.39358
45、56钢筋比重=53.0661电渣压力焊(直径25)电渣压力焊(直径22)柱圆钢筋d=10-合计柱螺纹钢d20-合计17柱(KZ7)纵筋：4B25/6B25/6B22 本标准层有：1个自然层。标高为：7.15 米 至 11.65 米 (10B25)长=1.5*31*0.025锚固长+0.65非搭区=1.813 (10B25)重=10*1.813*3.853375钢筋比重=69.862 (伸到下层柱按1.5*Lae锚固)6 (6B22)长=1.5*31*0.022锚固长+0.65非搭区=1.673 (6B22)重=6*1.673*2.984054钢筋比重=29.954 (伸到下层柱按1.5*Lae
46、锚固)6 (4B25)长=4.5柱高=4.5 (4B25)重=4*4.5*3.853375钢筋比重=69.361 (2层)6 (6B25)长=4.5柱高=4.5 (6B25)重=6*4.5*3.853375钢筋比重=104.041 (2层)6 (6B22)长=4.5柱高=4.5 (6B22)重=6*4.5*2.984054钢筋比重=80.569 (2层)6 箍筋(A8100/200)的计算：加密区箍数n1=(0.65底加密+0.65顶加密+0.8梁高)/0.1间距+2=23(四舍五入)非加密区箍数=(4.5柱高-(23-1)*0.1加密长)/0.2间距-1=11(四舍五入)箍筋(A8100/2
47、00)长=(540+590+540+590+4*2*8+2*11.9*8)/1000=2.5144 箍筋(A8100/200)重=34*2.514*0.3935856钢筋比重=33.6426 拉筋(A8100/200)长=(590+2*8+2*11.9*8)/1000=0.7964 拉筋(A8100/200)重=34*0.796*0.3935856钢筋比重=10.6526 拉筋(A8100/200)长=(540+2*8+2*11.9*8)/1000=0.7464 拉筋(A8100/200)重=34*0.746*0.3935856钢筋比重=9.9836电渣压力焊(直径25)电渣压力焊(直径22)
48、柱圆钢筋d20-合计18柱(KZ7)纵筋：4B25/6B25/6B22 本标准层有：1个自然层。标高为：7.15 米 至 11.65 米 (7B25)长=1.5*31*0.025锚固长+0.65非搭区=1.813 (7B25)重=7*1.813*3.853375钢筋比重=48.903 (伸到下层柱按1.5*Lae锚固)4 (6B22)长=1.5*31*0.022锚固长+0.65非搭区=1.673 (6B22)重=6*1.673*2.984054钢筋比重=29.954 (伸到下层柱按1.5*Lae锚固)4 (4B25)长=4.5柱高=4.5 (4B25)重=4*4.5*3.853375钢筋比重=
49、69.361 (2层)4 (6B25)长=4.5柱高=4.5 (6B25)重=6*4.5*3.853375钢筋比重=104.041 (2层)4 (6B22)长=4.5柱高=4.5 (6B22)重=6*4.5*2.984054钢筋比重=80.569 (2层)4 箍筋(A8100/200)的计算：加密区箍数n1=(0.65底加密+0.65顶加密+0.8梁高)/0.1间距+2=23(四舍五入)非加密区箍数=(4.5柱高-(23-1)*0.1加密长)/0.2间距-1=11(四舍五入)箍筋(A8100/200)长=(540+590+540+590+4*2*8+2*11.9*8)/1000=2.5144
50、箍筋(A8100/200)重=34*2.514*0.3935856钢筋比重=33.6424 拉筋(A8100/200)长=(590+2*8+2*11.9*8)/1000=0.7964 拉筋(A8100/200)重=34*0.796*0.3935856钢筋比重=10.6524 拉筋(A8100/200)长=(540+2*8+2*11.9*8)/1000=0.7464 拉筋(A8100/200)重=34*0.746*0.3935856钢筋比重=9.9834电渣压力焊(直径25)电渣压力焊(直径22)柱圆钢筋d20-合计19柱(KZ7)纵筋：4B25/6B25/6B22 本标准层有：1个自然层。标高
