KZ2C (8).xls

钢钢筋筋工工程程量量计计算算书书工工程程名名称称：厂厂房房算算量量钢钢筋筋简简图图7.bmp9.bmp11.bmp13.bmp18.bmp20.bmp22.bmp24.bmp26.bmp计计算算表表达达式式件件重重量量kgkg构件名称：KZ2C 构件位置：9,D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)18.286 (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)110.36 (4B20)长=4.5柱高=4.5 (4B20)重=4*4.5*2.46616钢筋比重=44.391 (2层)144.391 (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)198.375 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=39.523139.523 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=28.048128.048 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=13.048113.048 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=24.771124.771 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=10.864110.864电渣压力焊(直径20)4(个)柱圆钢筋d=10-合计116.254柱螺纹钢d=20-合计161.412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