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.bmp钢筋工程量计算书厂房算量计算表达式件8334.2168671.1928281.69686608274.0568275.1848175.344827.7128559.928330.4888138.584重量kg构件名称：KZ5构件位置：[3,D]、[4,D]、[5,D]、[6,D]、[7,D]、[3,A]、[4,A]、[5,A]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(KZ5)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]+0.27[差c]+0.2-0.03[保护层]=5.74(2B22)重=2*5.74*2.984054[钢筋比重]=34.257(1层：柱顶锚固)(3B18)长=7.65[柱高]-7.05/3[非搭区]+0.27[差c]+0.2-0.03[保护层]=5.74(3B18)重=3*5.74*1.99759[钢筋比重]=34.398(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+840+540+840+4*2*8+2*6.9*8)/1000=2.934基础内箍筋重=3*2.934*0.3935856[钢筋比重]=3.464箍筋(A8@100/200)长=(540+840+540+840+4*2*8+2*11.9*8)/1000=3.0144箍筋(A8@100/200)重=59*3.014*0.3935856[钢筋比重]=69.99箍筋(A8@100/200)长=(204.5+540+204.5+540+2*18+4*2*8+2*11.9*8)/1000=1.7794箍筋(A8@100/200)重=59*1.779*0.3935856[钢筋比重]=41.311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]=17.3238194.321251.02391781.72889.968拉筋(A8@100/200)长=(840+2*8+2*11.9*8)/1000=1.0464拉筋(A8@100/200)重=59*1.046*0.3935856[钢筋比重]=24.29电渣压力焊(直径22)32(个)电渣压力焊(直径18)96(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
