钢筋工程量计算书工程名称：厂房算量钢筋简图6.bmp8.bmp10.bmp12.bmp17.bmp19.bmp24.bmp26.bmp29.bmp34.bmp36.bmp39.bmp钢筋工程量计算书厂房算量计算表达式件1305.901169.7721149.049168.973146.325139.044146.325139.0441129.917重量kg构件名称：KL9(3)构件位置：⑨│A～D上部筋(4C22)长=7.4+0.9+7.5+0.9+7.3+37*0.022[直锚]+37*0.022[直锚]=25.628[1至3跨]重量=4*25.628*2.984054[钢筋比重]=305.901下部筋(4C18)长=7.4+37*0.018[直锚]+37*0.018[直锚]=8.732[第1跨]重量=4*8.732*1.99759[钢筋比重]=69.772下部筋(4C25)长=7.5+0.9-0.03+15*0.025[弯锚]+37*0.025[直锚]=9.67[第2跨]重量=4*9.67*3.853375[钢筋比重]=149.049下部筋(4C18)长=7.3+37*0.018[直锚]+37*0.018[直锚]=8.632[第3跨]重量=4*8.632*1.99759[钢筋比重]=68.973第1跨箍筋A8@100/200(4)：加密区箍筋数量=2*((1.2[Max(1.5h,500)]-0.05)/0.1+1)=26非加密区箍筋数量=(7.4[净跨长]-0.1-2.4[加密区长])/0.2-1=24外箍筋长=2*(0.35+0.8+2*0.016-4*0.025+11.9*0.008)=2.354外箍筋重=50*2.354*0.3935856[钢筋比重]=46.325小箍筋长=2*(0.093+0.022+2*0.016+0.8-2*0.025+11.9*0.008)=1.984小箍筋重=50*1.984*0.3935856[钢筋比重]=39.044第2跨箍筋A8@100/200(4)：加密区箍筋数量=2*((1.2[Max(1.5h,500)]-0.05)/0.1+1)=26非加密区箍筋数量=(7.5[净跨长]-0.1-2.4[加密区长])/0.2-1=24外箍筋长=2*(0.35+0.8+2*0.016-4*0.025+11.9*0.008)=2.354外箍筋重=50*2.354*0.3935856[钢筋比重]=46.325小箍筋长=2*(0.093+0.022+2*0.016+0.8-2*0.025+11.9*0.008)=1.984小箍筋重=50*1.984*0.3935856[钢筋比重]=39.044第3跨侧面钢筋:侧面筋(6C20)长=7.3+37*0.02[锚固]+37*0.02[锚固]=8.78侧面筋(6C20)重=6*8.78*2.46616[钢筋比重]=129.917第3跨箍筋A8@100/200(4)：加密区箍筋数量=2*((1.2[Max(1.5h,500)]-0.05)/0.1+1)=26非加密区箍筋数量=(7.3[净跨长]-0.1-2.4[加密区长])/0.2-1=23145.399138.26316.227260.627268.662454.95外箍筋长=2*(0.35+0.8+2*0.016-4*0.025+11.9*0.008)=2.354外箍筋重=49*2.354*0.3935856[钢筋比重]=45.399小箍筋长=2*(0.093+0.022+2*0.016+0.8-2*0.025+11.9*0.008)=1.984小箍筋重=49*1.984*0.3935856[钢筋比重]=38.263拉筋[A6@400]数量=19[第1排]+18[第2排]+19[第3排]拉筋长度=0.35-2*0.025+0.012+2*(0.008+(1.9*6+75)/1000)=0.501拉筋重量=56*0.501*0.2219544[钢筋比重]=6.227电渣压力焊(直径22)8(个)电渣压力焊(直径25)4(个)梁圆钢筋d<=10---合计梁螺纹钢d<=20---合计梁螺纹钢d>20---合计
