建筑工程计价课程设计1VIP免费

《建筑工程计价》课程设计指导教师：陈德芳班级：08土木二班学生姓名：江晓辉学号：20081070设计时间：2011.9.7江西科技师范学院建筑工程学院目录一、基数计算……………………………………………………….……..(3)二、土方工程……………………………………………………….……..(3)三、砌筑工程……………………………………………………………...(4)四、混凝土和钢筋混凝土工程……………………………………….…..(5)五、屋面防水工程………………………………………………….....…..(7)六、混凝土和钢筋混凝土模板工程…………………………….……..(7)七、脚手架工程…………………………………………………….……..(9)八、钢筋计算…………………………………………………….………..(10)九、现浇构件钢筋……………………………………………….………..(11)工程量计算表序号分部分项名称计算式单位数量一基数计算建筑面积一二层外墙外围面积+1/2檐廊面积+挑廊面积2×21.74×7.74－1/2×1.5×3.5×4﹙＋3=323.785m﹚2m2323.785L外墙外边线[（3+3.5×4+4.5+0.12×2）+（6+1.5+0.12×2）]×2=58.96mm58.96L外墙中心线[(21.74-0.12×2)+(7.74-0.12×2)]×2=58mm58总内墙净长线(6-0.12×2)×5=28.8mm28.8二土方工程1场地平整（4.5+0.12×2+2×2）×（6+1.5+0.12×2+2×2）+（4×3.5+3+0.12-0.12+2-2）×(6+0.12×2+2×2)=288.43m2100m22.88432基槽挖土V挖=V内墙+V外墙V内墙=（6-0.35×2-2×0.3）×（0.35×2+0.3×2）×（0.25+0.125×2+0.1）×5=18.33m3V外墙=58×（0.35×2+0.3×2）×（0.125×2+0.25+0.1）=45.24m3V挖=45.24+18.33=63.57m3100m30.63573回填土V回=V挖-V基础+V房心+V廊V基础=V外+V内={58×[0.24×0.1+0.125×（0.24+0.063×2）+0.125×（0.24+0.063×4）+0.7×0.25]}+{5×[0.1×0.24×(6-0.24)+0.125×(0.24+0.063×2)×(6-0.24-0.063×2)+0.125×(0.24+0.063×4)×(6-0.24-0.063×4)+0.7×0.25×(6-0.7)]}=26.074m3V房心=[（4.5-0.24）×(6+1.5-0.24)+(6-0.24)×(0.35-0.24)×4+(6-0.24)×(3-0.24)]×（0.45-0.08-0.02）=42.68M3100m30.90901V廊=17×1.5×0.35=8.925m3V回=63.57-26.074+42.68+8.925=90.901m34双轮车运土150mV运进土=V回-V挖90.901×1.25-63.57×1.08=44.971m3(松散状态)100m30.2542三砌筑工程序号分部分项名称计算式单位(m3)数量1M5砖基础V砖基=V外+V内=58×[0.24×(0.45+0.1)+(0.24+0.063×2)×0.125+(0.24+0.063×4)×0.125]+5×[(6-0.24)×0.24×(0.45+0.1)+(6-0.24-0.063×2)×(0.24+0.063×2)×0.125+(6-0.24-0.063×4)(0.24+0.063×4)×0.125]=20.66m3102.0662M2.5外廊清水砖墙V=L外中×H×墙厚-V门窗-V过梁-V楼梯口V门窗=（2×1.2×2.5+8×0.9×2.5+8×1×1.8+2×0.64×0.4）×0.24=9.34m3V过梁=（1.2+0.24×2）×0.12×0.24×2+（0.9+0.24×2）×0.24×0.12×8+（1+0.24×2）×0.12×0.24×8+（0.64+0.24×2）×0.12×0.24×2=0.82m3V楼梯口=（3.6×2-0.08-0.1-0.3）×0.24×（3-0.12×2）=4.45m3V=（1.5+3.5×4+3）×（2×3.6-0.08-0.1）×0.24-9.11-0.82-4.45=16.56m3注：M-1（2）、M-2（8）、C-2（8）、C-4（2）101.6563M2.5浑水砖墙V=V外混+V内混-V过梁-V门窗-VL4内墙V外混=（4.5×2+1.5+6×2+3+3.5×4）×0.24×（3.6×2-0.08-0.1）=66.55m3V内混=（6-0.12×2）×0.24×5×（3.6×2-0.08-0.1）=48.52m3V过梁=（0.24×2+1.5）×0.12×0.24×12+（0.24×2+1）×0.12×0.24×8+（0.64+0.24×2）×0.12×0.24×2+（0.24×2+1）×0.12×0.24×2=1.175m3V门窗=（1.5×1.8×12+1×1.8×8+0.64×2×0.4+1×1×2）×0.24=11.835m3VL4内墙=0.24×0.3×2×5=0.72m31010.191V=101.34m34砌麻石花台V=[（1+0.2×2）×（0.4+0.2×2）×（0.2+0.55）-1×0.4×（0.2+0.55）]×2+[（1+0.2×2+0.05×2）×（0.4+0.2×2+0.05×2）-1×0.4]×0.05×2=1.775m3100.1775四混凝土和钢筋混凝土工程序号分部分项名称计算式单位数量1C10混凝土基础垫层V=0.7×0.25×58+5×0.7×0.25×（6-0.7）=14.787m310m31.47872现浇钢筋混凝土单梁、连续梁L-2=0.24×0....