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10103020010013131511111221实心砖墙（外墙）水泥砂浆(细砂)M10(2层)空心砖:①│B～A、①│(-0.2/D)～C、⑩│A～B墙体积=((8[轴线长]-(0.3+0.3)[扣柱])*(4.5[墙高]-1.25[梁高]))*0.2[墙宽]-7.4*0.2*0.12*8[扣配筋带]=3.389(2层)空心砖:①│C～B墙体积=((8.4[轴线长]-(0.3+0.3)[扣柱])*4.5[墙高])*0.2[墙宽]-1.8001[长]*0.019[扣板宽]*0.14[板厚][扣板]-7.8*0.2*0.12*8[扣配筋带]=5.518(2层)空心砖:②～①│D、(-0.2/10)～⑨│D、⑨～(-0.2/10)│A墙体积=((7.7[轴线长]-(0.3+0.3)[扣柱])*(4.5[墙高]-1.25[梁高]))*0.2[墙宽]-7.1*0.2*0.12*8[扣配筋带]=3.252(2层)空心砖:③～②│D墙体积=((8.4[轴线长]-(0.3+0.225)[扣柱])*4.5[墙高])*0.2[墙宽]-7.875*0.2*0.12*8[扣配筋带]=5.575(2层)空心砖:④～③│D、⑤～④│D、⑥～⑤│D、⑦～⑥│D、⑧～⑦│D墙体积=((8.4[轴线长]-(0.225+0.225)[扣柱])*4.5[墙高])*0.2[墙宽]-7.949*0.2*0.12*8[扣配筋带]=5.628(2层)空心砖:⑨～⑧│D墙体积=((8.4[轴线长]-(0.225+0.3)[扣柱])*4.5[墙高])*0.2[墙宽]-7.875*0.2*0.12*8[扣配筋带]=5.575(2层)空心砖:⑩│C～(-0.2/D)墙体积=((8[轴线长]-(0.3+0.3)[扣柱])*4.5[墙高])*0.2[墙宽]-7.3998[长]*0.2[墙宽]*0.13[板厚][扣板]-7.4*0.2*0.12*8[扣配筋带]=5.047(2层)空心砖:⑩│B～C墙体积=((8.4[轴线长]-(0.3+0.3)[扣柱])*(4.5[墙高]-1.2[梁高]))*0.2[墙宽]-7.8*0.2*0.12*8[扣配筋带]=3.65(2层)空心砖:⑧～⑨│A墙体积=((8.4[轴线长]-(0.225+0.3)[扣柱])*4.5[墙高])*0.2[墙宽]-7.95[长]*0.2[墙宽]*0.13[板厚][扣板]-7.875*0.2*0.12*8[扣配筋带]=5.369(2层)空心砖:⑦～⑧│A墙体积=((8.4[轴线长]-(0.225+0.225)[扣柱])*4.5[墙高])*0.2[墙宽]-8.1001[长]*0.2[墙宽]*0.13[板厚][扣板]-7.95*0.2*0.12*8[扣配筋带]=5.418(2层)空心砖:⑥～⑦│A、④～⑤│A墙体积=((8.4[轴线长]-(0.225+0.225)[扣柱])*4.5[墙高])*0.2[墙宽]-8.1[长]*0.2[墙宽]*0.13[板厚][扣板]-7.95*0.2*0.12*8[扣配筋带]=5.418(2层)空心砖:⑤～⑥│A、③～④│A墙体积=((8.4[轴线长]-(0.225+0.225)[扣柱])*4.5[墙高])*0.2[墙宽]-8.0999[长]*0.2[墙宽]*0.13[板厚][扣板]-7.95*0.2*0.12*8[扣配筋带]=5.418(2层)空心砖:②～③│A墙体积=((8.4[轴线长]-(0.3+0.225)[扣柱])*4.5[墙高])*0.2[墙宽]-7.95[长]*0.2[墙宽]*0.13[板厚][扣板]-7.875*0.2*0.12*8[...
