工程量详细计算表工程名称：厂房算量序号清单编码计算表达式件10103020010011111111141212010402001011KZ1:[0.3/1,-0.4/D]1实心砖墙（外墙）水泥砂浆(细砂)M10(1层)空心砖:②～(0.3/1)│(-0.4/D)墙体积=((7.55[轴线长]-(0.45+0.219)[扣柱])*7[墙高])*0.24[墙宽]-6.881*0.24*0.12*13[扣配筋带]=8.984(1层)空心砖:⑧～②│(-0.4/D)墙体积=((50.4[轴线长]-(0.219+0.262)[扣柱])*7[墙高])*0.24[墙宽]-49.92*0.24*0.12*13[扣配筋带]=65.175(1层)空心砖:⑨～⑧│(-0.4/D)墙体积=((8.4[轴线长]-(0.261+0.269)[扣柱])*7[墙高])*0.24[墙宽]-7.87*0.24*0.12*13[扣配筋带]=10.275(1层)空心砖:[-0.4/10,-0.3/D]-[9,-0.4/D]墙体积=((7.55[轴线长]-(0.269+0.45)[扣柱])*7[墙高])*0.24[墙宽]-6.831*0.24*0.12*13[扣配筋带]=8.919(1层)空心砖:[9,0.3/A]-[-0.4/10,0.4/A]墙体积=((7.552[轴线长]-(0.45+0.195)[扣柱])*7[墙高])*0.24[墙宽]-6.907*0.24*0.12*13[扣配筋带]=9.018(1层)空心砖:⑧～⑨│(0.3/A)墙体积=((8.4[轴线长]-(0.245+0.194)[扣柱])*7[墙高])*0.24[墙宽]-7.961*0.24*0.12*13[扣配筋带]=10.393(1层)空心砖:[7,0.2/A]-[8,0.3/A]墙体积=((8.4[轴线长]-(0.295+0.244)[扣柱])*7[墙高])*0.24[墙宽]-7.861*0.24*0.12*13[扣配筋带]=10.264(1层)空心砖:[6,A]-[7,0.2/A]墙体积=((8.4[轴线长]-(0.301+0.294)[扣柱])*7[墙高])*0.24[墙宽]-7.805*0.24*0.12*13[扣配筋带]=10.19(1层)空心砖:⑤～⑥│A、④～⑤│A、③～④│A、②～③│A墙体积=((8.4[轴线长]-(0.301+0.299)[扣柱])*7[墙高])*0.24[墙宽]-7.8*0.24*0.12*13[扣配筋带]=10.184(1层)空心砖:(0.4/1)～②│A墙体积=((7.548[轴线长]-(0.413+0.299)[扣柱])*7[墙高])*0.24[墙宽]-6.835*0.24*0.12*13[扣配筋带]=8.924(1层)空心砖:(-0.4/10)│C～(-0.3/D)、(-0.4/10)│(0.4/A)～B墙体积=((7.85[轴线长]-(0.3+0.45)[扣柱])*7.2[墙高])*0.24[墙宽]-7.1*0.24*0.12*13[扣配筋带]=9.611(1层)空心砖:(-0.4/10)│B～C墙体积=((8.4[轴线长]-(0.3+0.3)[扣柱])*7.2[墙高])*0.24[墙宽]-7.8*0.24*0.12*13[扣配筋带]=10.558矩形柱(中砂)C30(1层)柱体积=0.9[截面宽]*1[截面高]*7.65[柱高]=6.885KZ1A:[-0.4/10,-0.3/D]1KZ2A:[1,C]1KZ2:[2,D]1KZ2C:[9,D]1KZ2B:[10,C]1KZ3:[-0.2/2,C]1KZ3A:[9,C]1248KZ5:[6,A]1KZ5A:[8,D]129KZ7:[6,B]1KZ7:[7,B]1KZ7:[8,B]123010405001001111(1层)柱体积=0.9[截面宽]*0.9[截面高]*7.65[柱高]=6.196...
