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.bmp23.bmp25.bmp27.bmp29.bmp钢筋工程量计算书厂房算量计算表达式件139.391157.558173.0141146.171172.095168.44214.409191.5691120.3321225.298441.608556.67重量kg构件名称：KZ3构件位置：[-0.2/2,C]插筋(4B22)长=6.45/3[非搭区]+1[伸入长]+0.15[弯折]=3.3插筋(4B22)重=4*3.3*2.984054[钢筋比重]=39.39插筋(16B22)长=6.45/3[非搭区]+1[伸入长]+0.15[弯折]=3.3插筋(16B22)重=16*3.3*2.984054[钢筋比重]=157.558柱(KZ3)纵筋：4B22/8B22/8B22本标准层有：1个自然层。标高为：-0.5米至7.15米(4B22)长=7.65[柱高]-6.45/3[本层非搭区]+0.617[上层非搭区]=6.117(4B22)重=4*6.117*2.984054[钢筋比重]=73.014(1层)(8B22)长=7.65[柱高]-6.45/3[本层非搭区]+0.617[上层非搭区]-1.2[梁高]+1.206[斜长]=6.123(8B22)重=8*6.123*2.984054[钢筋比重]=146.171(第1层层,斜弯后伸入上层)(4B22)长=7.65[柱高]-6.45/3[非搭区]+0.37[差c]+0.2-0.03[保护层]=6.04(4B22)重=4*6.04*2.984054[钢筋比重]=72.095(1层：柱顶锚固)(4B22)长=7.65[柱高]-6.45/3[非搭区]+12*0.022[锚固]-0.03[保护层]=5.734(4B22)重=4*5.734*2.984054[钢筋比重]=68.442(1层：柱顶锚固)箍筋(A8@100/200)的计算：加密区箍数n1=(6.45/3[底加密]+1.075[顶加密]+1.2[梁高])/0.1[间距]+2=46(四舍五入)非加密区箍数=(7.65[柱高]-(46-1)*0.1[加密长])/0.2[间距]-1=15(四舍五入)基础内的箍筋数=3基础内的矩形箍长=(840+940+840+940+4*2*8+2*6.9*8)/1000=3.734基础内箍筋重=3*3.734*0.3935856[钢筋比重]=4.409箍筋(A8@100/200)长=(840+940+840+940+4*2*8+2*11.9*8)/1000=3.8144箍筋(A8@100/200)重=61*3.814*0.3935856[钢筋比重]=91.569箍筋(A8@100/200)长=(163.6+940+163.6+940+2*22+4*2*8+2*11.9*8)/1000=2.5056箍筋(A8@100/200)重=122*2.506*0.3935856[钢筋比重]=120.332箍筋(A8@100/200)长=(183.6+840+183.6+840+2*22+4*2*8+2*11.9*8)/1000=2.3456箍筋(A8@100/200)重=244*2.346*0.3935856[钢筋比重]=225.298电渣压力焊(直径22)20(个)柱圆钢筋d<=10---合计柱螺纹钢d>20---合计
