钢筋工程量计算书工程名称：厂房算量钢筋简图6.bmp8.bmp11.bmp13.bmp15.bmp17.bmp19.bmp25.bmp27.bmp29.bmp31.bmp33.bmp35.bmp钢筋工程量计算书厂房算量计算表达式件141.777183.899135.212182.5134.854134.998121.91813.7174.634156.405126.612重量kg构件名称：KZ5A构件位置：[8,D]插筋(4B22)长=7.05/3[非搭区]+1[伸入长]+0.15[弯折]=3.5插筋(4B22)重=4*3.5*2.984054[钢筋比重]=41.777插筋(12B18)长=7.05/3[非搭区]+1[伸入长]+0.15[弯折]=3.5插筋(12B18)重=12*3.5*1.99759[钢筋比重]=83.899柱(KZ5A)纵筋：4B22/6B18/6B18本标准层有：1个自然层。标高为：-0.5米至7.15米(2B22)长=7.65[柱高]-7.05/3[本层非搭区]+0.6[上层非搭区]=5.9(2B22)重=2*5.9*2.984054[钢筋比重]=35.212(1层)(7B18)长=7.65[柱高]-7.05/3[本层非搭区]+0.6[上层非搭区]=5.9(7B18)重=7*5.9*1.99759[钢筋比重]=82.5(1层)(2B22)长=7.65[柱高]-7.05/3[非搭区]+0.37[差c]+0.2-0.03[保护层]=5.84(2B22)重=2*5.84*2.984054[钢筋比重]=34.854(1层：柱顶锚固)(3B18)长=7.65[柱高]-7.05/3[非搭区]+0.37[差c]+0.2-0.03[保护层]=5.84(3B18)重=3*5.84*1.99759[钢筋比重]=34.998(1层：柱顶锚固)(2B18)长=7.65[柱高]-7.05/3[非搭区]+12*0.018[锚固]-0.03[保护层]=5.486(2B18)重=2*5.486*1.99759[钢筋比重]=21.918(1层：柱顶锚固)箍筋(A8@100/200)的计算：加密区箍数n1=(7.05/3[底加密]+1.175[顶加密]+0.6[梁高])/0.1[间距]+2=43(四舍五入)非加密区箍数=(7.65[柱高]-(43-1)*0.1[加密长])/0.2[间距]-1=16(四舍五入)基础内的箍筋数=3基础内的矩形箍长=(540+940+540+940+4*2*8+2*6.9*8)/1000=3.134基础内箍筋重=3*3.134*0.3935856[钢筋比重]=3.7箍筋(A8@100/200)长=(540+940+540+940+4*2*8+2*11.9*8)/1000=3.2144箍筋(A8@100/200)重=59*3.214*0.3935856[钢筋比重]=74.634箍筋(A8@100/200)长=(129.5+940+129.5+940+2*18+4*2*8+2*11.9*8)/1000=2.4294箍筋(A8@100/200)重=59*2.429*0.3935856[钢筋比重]=56.405拉筋(A8@100/200)长=(940+2*8+2*11.9*8)/1000=1.1464拉筋(A8@100/200)重=59*1.146*0.3935856[钢筋比重]=26.612142.472117.323221.146223.315111.843箍筋(A8@100/200)长=(229.5+540+229.5+540+2*18+4*2*8+2*11.9*8)/1000=1.8294箍筋(A8@100/200)重=59*1.829*0.3935856[钢筋比重]=42.472拉筋(A8@100/200)长=(540+2*8+2*11.9*8)/1000=0.7464拉筋(A8@100/200)重=59*0.746*0.3935856[钢筋比重]=17.323电渣压力焊(直径22)4(个)电渣压力焊(直径18)12(个)柱圆钢筋d<=10---合计柱螺纹钢d<=20---合计柱螺纹钢d>20---合计
