广联达工程计算清单实例.xls

工程名称：课程设计 工程名称：课程设计 绘图输入构件工程量计算书 绘图输入构件工程量计算书 编制日期:2010-06-09 编制日期:2010-06-09 第1页 共76页 第1页 共76页 基基础础层层 一、墙 序序号号构构件件名名称称构件位置工工程程量量计计算算式式 1 1360厚 体积 = 6.9905m3 体积 = (5.82*0.12)*0.36 = 0.2514m3 体积 = (5.04*0.12)*0.36 = 0.2177m3 体积 = (5.04*0.12)*0.36 = 0.2177m3 体积 = (5.82*0.12)*0.36 = 0.2514m3 体积 = (13.8*0.12)*0.36 = 0.5962m3 体积 = (25.8*0.12)*0.36 = 1.1146m3 体积 = (13.8*0.12)*0.36 = 0.5962m3 体积 = (25.8*0.12)*0.36 = 1.1146m3 体积 = (7.92*0.12)*0.36 = 0.3421m3 体积 = (21.42*0.12)*0.36 = 0.9253m3 体积 = (11.82*0.12)*0.36 = 0.5106m3 体积 = (4.02*0.12)*0.36 = 0.1737m3 体积 = (5.04*0.12)*0.36 = 0.2177m3 体积 = (5.04*0.12)*0.36 = 0.2177m3 体积 = (5.64*0.12)*0.36 = 0.2436m3 2 2240厚 体积 = 51.6917m3 体积 = (13.8*1.53)*0.24-0.0864-0.5651-0.0138 = 4.4021m3 体积 = (25.8*1.53)*0.24-0.0259-0.432-0.959-0.0737 = 7.9831m3 体积 = (13.8*1.53)*0.24-0.0864-0.5651-0.0138 = 4.4021m3 体积 = (25.8*1.53)*0.24-0.2448-1.0264-0.0323 = 8.1703m3 体积 = (5.16*1.53)*0.24-0.2229-0.0046 = 1.6672m3 体积 = (5.16*1.53)*0.24-0.2229-0.0046 = 1.6672m3 体积 = (5.88*1.53)*0.24-0.0144-0.2488-0.0046 = 1.8913m3 体积 = (7.98*1.53)*0.24-0.0576-0.324-0.0092 = 2.5394m3 体积 = (11.88*1.53)*0.24-0.1008-0.4769-0.0138 = 3.7708m3 体积 = (25.56*1.53)*0.24-0.216-1.0264-0.0323 = 8.1109m3 体积 = (5.88*1.53)*0.24-0.0144-0.2488-0.0046 = 1.8913m3 体积 = (5.76*1.53)*0.24-0.2488-0.0046 = 1.8616m3 体积 = (5.16*1.53)*0.24-0.2229-0.0046 = 1.6672m3 体积 = (5.16*1.53)*0.24-0.2229-0.0046 = 1.6672m3 二、圈梁 序序号号构构件件名名称称构件位置工工程程量量计计算算式式 1 1dql-1 体积 = 6.5809m3 体积 = 0.24*0.18*13.8-0.0311 = 0.5651m3 体积 = 0.24*0.18*25.8-0.1555 = 0.959m3 体积 = 0.24*0.18*13.8-0.0311 = 0.5651m3 工程名称：课程设计 工程名称：课程设计 绘图输入构件工程量计算书 绘图输入构件工程量计算书 编制日期:2010-06-09 编制日期:2010-06-09 第1页 共76页 第1页 共76页 1 1dql-1 体积 = 0.24*0.18*5.4-0.0104 = 0.2229m3 体积 = 0.24*0.18*5.4-0.0104 = 0.2229m3 体积 = 0.24*0.18*6-0.0104 = 0.2488m3 体积 = 0.24*0.18*6-0.0104 = 0.2488m3 体积 = 0.24*0.18*8.1-0.0259 = 0.324m3 体积 = 0.24*0.18*12-0.0415 = 0.4769m3 体积 = 0.24*0.18*25.8-0.0881 = 1.0264m3 体积 = 0.24*0.18*25.8-0.0881 = 1.0264m3 体积 = 0.24*0.18*5.4-0.0104 = 0.2229m3 体积 = 0.24*0.18*5.4-0.0104 = 0.2229m3 体积 = 0.24*0.18*6-0.0104 = 0.2488m3 模板面积 = 54.8424m2 模板面积 = (0.18*2+0.24)*13.8-0.432-3.1392 = 4.7088m2 模板面积 = (0.18*2+0.24)*25.8-2.16-5.328 = 7.992m2 模板面积 = (0.18*2+0.24)*13.8-0.432-3.1392 = 4.7088m2 模板面积 = (0.18*2+0.24)*5.4-0.144-1.2384 = 1.8576m2 模板面积 = (0.18*2+0.24)*5.4-0.144-1.2384 = 1.8576m2 模板面积 = (0.18*2+0.24)*6-0.144-1.3824 = 2.0736m2 模板面积 = (0.18*2+0.24)*6-0.144-1.3824 = 2.0736m2 模板面积 = (0.18*2+0.24)*8.1-0.36-1.8 = 2.7m2 模板面积 = (0.18*2+0.24)*12-0.576-2.6496 = 3.9744m2 模板面积 = (0.18*2+0.24)*25.8-1.224-5.7024 = 8.5536m2 模板面积 = (0.18*2+0.24)*25.8-1.224-5.7024 = 8.5536m2 模板面积 = (0.18*2+0.24)*5.4-0.144-1.2384 = 1.8576m2 模板面积 = (0.18*2+0.24)*5.4-0.144-1.2384 = 1.8576m2 模板面积 = (0.18*2+0.24)*6-0.144-1.3824 = 2.0736m2 三、柱 序序号号构构件件名名称称构件位置工工程程量量计计算算式式 1 1z-1 体积 = 0.315m3 体积 = 0.09*1.75 = 0.1575m3 体积 = 0.09*1.75 = 0.1575m3 模板面积 = 3.768m2 模板面积 = 1.2*1.75-0.216 = 1.884m2 模板面积 = 1.2*1.75-0.216 = 1.884m2 四、构造柱 序序号号构构件件名名称称构件位置工工程程量量计计算算式式 1 1gz-1体积 = 0.2004m3 工程名称：课程设计 工程名称：课程设计 绘图输入构件工程量计算书 绘图输入构件工程量计算书 编制日期:2010-06-09 编制日期:2010-06-09 第1页 共76页 第1页 共76页 1 1gz-1 体积 = 0.0576*0.5+0.0046 = 0.0334m3 体积 = 0.0576*0.5+0.0046 = 0.0334m3 体积 = 0.0576*0.5+0.0046 = 0.0334m3 体积 = 0.0576*0.5+0.0046 = 0.0334m3 体积 = 0.0576*0.5+0.0046 = 0.0334m3 体积 = 0.0576*0.5+0.0046 = 0.0334m3 模板面积 = 1.6704m2 模板面积 = 0.96*0.5+0.0384-0.24 = 0.2784m2 模板面积 = 0.96*0.5+0.0384-0.24 = 0.2784m2 模板面积 = 0.96*0.5+0.0384-0.24 = 0.2784m2 模板面积 = 0.96*0.5+0.0384-0.24 = 0.2784m2 模板面积 = 0.96*0.5+0.0384-0.24 = 0.2784m2 模板面积 = 0.96*0.5+0.0384-0.24 = 0.2784m2 2 2gz-2 体积 = 0.4284m3 体积 = 0.0576*0.5+0.0069 = 0.0357m3 体积 = 0.0576*0.5+0.0069 = 0.0357m3 体积 = 0.0576*0.5+0.0069 = 0.0357m3 体积 = 0.0576*0.5+0.0069 = 0.0357m3 体积 = 0.0576*0.5+0.0069 = 0.0357m3 体积 = 0.0576*0.5+0.0069 = 0.0357m3 体积 = 0.0576*0.5+0.0069 = 0.0357m3 体积 = 0.0576*0.5+0.0069 = 0.0357m3 体积 = 0.0576*0.5+0.0069 = 0.0357m3 体积 = 0.0576*0.5+0.0069 = 0.0357m3 体积 = 0.0576*0.5+0.0069 = 0.0357m3 体积 = 0.0576*0.5+0.0069 = 0.0357m3 模板面积 = 2.1312m2 模板面积 = 0.96*0.5+0.0576-0.36 = 0.1776m2 模板面积 = 0.96*0.5+0.0576-0.36 = 0.1776m2 模板面积 = 0.96*0.5+0.0576-0.36 = 0.1776m2 模板面积 = 0.96*0.5+0.0576-0.36 = 0.1776m2 模板面积 = 0.96*0.5+0.0576-0.36 = 0.1776m2 模板面积 = 0.96*0.5+0.0576-0.36 = 0.1776m2 模板面积 = 0.96*0.5+0.0576-0.36 = 0.1776m2 模板面积 = 0.96*0.5+0.0576-0.36 = 0.1776m2 模板面积 = 0.96*0.5+0.0576-0.36 = 0.1776m2 模板面积 = 0.96*0.5+0.0576-0.36 = 0.1776m2 模板面积 = 0.96*0.5+0.0576-0.36 = 0.1776m2 模板面积 = 0.96*0.5+0.0576-0.36 = 0.1776m2 工程名称：课程设计 工程名称：课程设计 绘图输入构件工程量计算书 绘图输入构件工程量计算书 编制日期:2010-06-09 编制日期:2010-06-09 第1页 共76页 第1页 共76页 3 3gz-3 体积 = 0.5828m3 体积 = 0.0864*0.5+0.0046 = 0.0478m3 体积 = 0.0864*0.5+0.0046 = 0.0478m3 体积 = 0.0864*0.5+0.0046 = 0.0478m3 体积 = 0.0864*0.5+0.0046 = 0.0478m3 体积 = 0.0864*0.5+0.0069 = 0.0501m3 体积 = 0.0864*0.5+0.0069 = 0.0501m3 体积 = 0.0864*0.5+0.0069 = 0.0501m3 体积 = 0.0864*0.5+0.0046 = 0.0478m3 体积 = 0.0864*0.5+0.0069 = 0.0501m3 体积 = 0.0864*0.5+0.0046 = 0.0478m3 体积 = 0.0864*0.5+0.0046 = 0.0478m3 体积 = 0.0864*0.5+0.0046 = 0.0478m3 模板面积 = 4.3776m2 模板面积 = 1.2*0.5+0.0384-0.24 = 0.3984m2 模板面积 = 1.2*0.5+0.0384-0.24 = 0.3984m2 模板面积 = 1.2*0.5+0.0384-0.24 = 0.3984m2 模板面积 = 1.2*0.5+0.0384-0.24 = 0.3984m2 模板面积 = 1.2*0.5+0.0576-0.36 = 0.2976m2 模板面积 = 1.2*0.5+0.0576-0.36 = 0.2976m2 模板面积 = 1.2*0.5+0.0576-0.36 = 0.2976m2 模板面积 = 1.2*0.5+0.0384-0.24 = 0.3984m2 模板面积 = 1.2*0.5+0.0576-0.36 = 0.2976m2 模板面积 = 1.2*0.5+0.0384-0.24 = 0.3984m2 模板面积 = 1.2*0.5+0.0384-0.24 = 0.3984m2 模板面积 = 1.2*0.5+0.0384-0.24 = 0.3984m2 4 4gz-4 体积 = 0.262m3 体积 = 0.0432*0.5+0.0046 = 0.0262m3 体积 = 0.0432*0.5+0.0046 = 0.0262m3 体积 = 0.0432*0.5+0.0046 = 0.0262m3 体积 = 0.0432*0.5+0.0046 = 0.0262m3 体积 = 0.0432*0.5+0.0046 = 0.0262m3 体积 = 0.0432*0.5+0.0046 = 0.0262m3 体积 = 0.0432*0.5+0.0046 = 0.0262m3 体积 = 0.0432*0.5+0.0046 = 0.0262m3 体积 = 0.0432*0.5+0.0046 = 0.0262m3 体积 = 0.0432*0.5+0.0046 = 0.0262m3 模板面积 = 2.184m2 模板面积 = 0.84*0.5+0.0384-0.24 = 0.2184m2 模板面积 = 0.84*0.5+0.0384-0.24 = 0.2184m2 模板面积 = 0.84*0.5+0.0384-0.24 = 0.2184m2 工程名称：课程设计 工程名称：课程设计 绘图输入构件工程量计算书 绘图输入构件工程量计算书 编制日期:2010-06-09 编制日期:2010-06-09 第1页 共76页 第1页 共76页 4 4gz-4 模板面积 = 0.84*0.5+0.0384-0.24 = 0.2184m2 模板面积 = 0.84*0.5+0.0384-0.24 = 0.2184m2 模板面积 = 0.84*0.5+0.0384-0.24 = 0.2184m2 模板面积 = 0.84*0.5+0.0384-0.24 = 0.2184m2 模板面积 = 0.84*0.5+0.0384-0.24 = 0.2184m2 模板面积 = 0.84*0.5+0.0384-0.24 = 0.2184m2 模板面积 = 0.84*0.5+0.0384-0.24 = 0.2184m2 五、基槽土方 序序号号构构件件名名称称构件位置工工程程量量计计算算式式 1 1jc-1 土方体积 = 82.3627m3 土方体积 = 5.8484*4.75-1.6738 = 26.1063m3 土方体积 = 5.8484*4.75-1.6738 = 26.1063m3 土方体积 = 5.8484*3.15-3.3475 = 15.0751m3 土方体积 = 5.8484*3.15-3.3475 = 15.075m3 素土回填体积 = 63.4847m3 素土回填体积 = 26.1063-5.8067 = 20.2995m3 素土回填体积 = 26.1063-5.8067 = 20.2995m3 素土回填体积 = 15.0751-3.6322 = 11.4429m3 素土回填体积 = 15.075-3.6322 = 11.4428m3 2 2jc-2 土方体积 = 464.0685m3 土方体积 = 5.0234*13.8 = 69.3233m3 土方体积 = 5.0234*25.8-7.2467 = 122.3576m3 土方体积 = 5.0234*13.8 = 69.3233m3 土方体积 = 5.0234*23.3-2.8983 = 114.1475m3 土方体积 = 5.0234*6.85-9.8939 = 24.5166m3 土方体积 = 5.0234*10.75-14.0413 = 39.9606m3 土方体积 = 5.0234*3.15-2.8983 = 12.9255m3 土方体积 = 5.0234*3.15-4.3097 = 11.5141m3 素土回填体积 = 348.6318m3 素土回填体积 = 69.3233-16.2612 = 53.062m3 素土回填体积 = 122.3576-29.8467 = 92.511m3 素土回填体积 = 69.3233-16.2612 = 53.062m3 素土回填体积 = 114.1475-27.7605 = 86.387m3 素土回填体积 = 24.5166-7.1736 = 17.3429m3 素土回填体积 = 39.9606-12.0031 = 27.9575m3 素土回填体积 = 12.9255-3.0651 = 9.8604m3 素土回填体积 = 11.5141-3.0651 = 8.449m3 3 3jc-3 土方体积 = 108.3194m3 土方体积 = 4.1984*25.8 = 108.3194m3 素土回填体积 = 81.1279m3 素土回填体积 = 108.3194-27.1915 = 81.1279m3 4 4jc-4 土方体积 = 9.3194m3 土方体积 = 3.2084*3.5-1.9101 = 9.3194m3 素土回填体积 = 7.1896m3 工程名称：课程设计 工程名称：课程设计 绘图输入构件工程量计算书 绘图输入构件工程量计算书 编制日期:2010-06-09 编制日期:2010-06-09 第1页 共76页 第1页 共76页 4 4jc-4素土回填体积 = 9.3194-2.1298 = 7.1896m3 六、基坑土方 序序号号构构件件名名称称构件位置工工程程量量计计算算式式 1 1jk-1 土方体积 = 18.4652m3 土方体积 = (3.24+8.3463+4*5.4967)*1.65/6 = 9.2326m3 土方体积 = (3.24+8.3463+4*5.4967)*1.65/6 = 9.2326m3 素土回填体积 = 16.8502m3 素土回填体积 = 9.2326-0.8075 = 8.4251m3 素土回填体积 = 9.2326-0.8075 = 8.4251m3 七、基础梁 序序号号构构件件名名称称构件位置工工程程量量计计算算式式 1 1dl-1 体积 = 0.3564m3 体积 = 0.24*0.45*1.8-0.0162 = 0.1782m3 体积 = 0.24*0.45*1.8-0.0162 = 0.1782m3 模板面积 = 3.186m2 模板面积 = 0.45*1.8*2+0.108-0.135 = 1.593m2 模板面积 = 0.45*1.8*2+0.108-0.135 = 1.593m2 2 2dl-2 体积 = 0.5832m3 体积 = 0.24*0.45*5.7-0.0324 = 0.5832m3 模板面积 = 4.86m2 模板面积 = 0.45*5.7*2-0.27 = 4.86m2 八、条形基础 序序号号构构件件名名称称构件位置工工程程量量计计算算式式 1 1 tj-1-1tj-1 体积 = 8.448m3 体积 = 0.48*6-0.456 = 2.424m3 体积 = 0.48*6-0.456 = 2.424m3 体积 = 0.48*5.4-0.792 = 1.8m3 体积 = 0.48*5.4-0.792 = 1.8m3 模板面积 = 7.04m2 模板面积 = 2.4+0.48-0.86 = 2.02m2 模板面积 = 2.4+0.48-0.86 = 2.02m2 模板面积 = 2.16+0.96-1.62 = 1.5m2 模板面积 = 2.16+0.96-1.62 = 1.5m2 tj-1-2tj-1 体积 = 4.0142m3 体积 = 0.2145*6-0.144 = 1.143m3 体积 = 0.2145*6-0.144 = 1.143m3 体积 = 0.2145*5.4-0.2942 = 0.8641m3 体积 = 0.2145*5.4-0.2942 = 0.8641m3 模板面积 = 0m2 模板面积 = 0.2145-0.2145 = 0m2 模板面积 = 0.2145-0.2145 = 0m2 模板面积 = 0.429-0.429 = 0m2 模板面积 = 0.429-0.429 = 0m2 工程名称：课程设计 工程名称：课程设计 绘图输入构件工程量计算书 绘图输入构件工程量计算书 编制日期:2010-06-09 编制日期:2010-06-09 第1页 共76页 第1页 共76页 2 2 tj-2-1tj-2 体积 = 38.532m3 体积 = 0.38*13.8 = 5.244m3 体积 = 0.38*25.8-0.304 = 9.5m3 体积 = 0.38*13.8 = 5.244m3 体积 = 0.38*8.1-0.361 = 2.717m3 体积 = 0.38*12-0.665 = 3.895m3 体积 = 0.38*25.8-0.722 = 9.082m3 体积 = 0.38*5.4-0.627 = 1.425m3 体积 = 0.38*5.4-0.627 = 1.425m3 模板面积 = 36.36m2 模板面积 = 5.52-0.76 = 4.76m2 模板面积 = 10.32-1.28 = 9.04m2 模板面积 = 5.52-0.76 = 4.76m2 模板面积 = 3.24+0.38-0.76 = 2.86m2 模板面积 = 4.8+0.38-1.08 = 4.1m2 模板面积 = 10.32+0.76-3.24 = 7.84m2 模板面积 = 2.16+0.76-1.42 = 1.5m2 模板面积 = 2.16+0.76-1.42 = 1.5m2 tj-2-2tj-2 体积 = 18.2523m3 体积 = 0.177*13.8 = 2.4426m3 体积 = 0.177*25.8-0.1416 = 4.425m3 体积 = 0.177*13.8 = 2.4426m3 体积 = 0.177*8.1-0.1174 = 1.3163m3 体积 = 0.177*12-0.259 = 1.865m3 体积 = 0.177*25.8-0.2348 = 4.3318m3 体积 = 0.177*5.4-0.2413 = 0.7145m3 体积 = 0.177*5.4-0.2413 = 0.7145m3 模板面积 = 0m2 模板面积 = 0.177-0.177 = 0m2 模板面积 = 0.177-0.177 = 0m2 模板面积 = 0.354-0.354 = 0m2 模板面积 = 0.354-0.354 = 0m2 模板面积 = 0.354-0.354 = 0m2 3 3 tj-3-1tj-3 体积 = 12.642m3 体积 = 0.49*25.8 = 12.642m3 模板面积 = 15.557m2 模板面积 = 18.06-2.503 = 15.557m2 4 4 tj-4-1tj-4 体积 = 2.212m3 体积 = 0.28*7.9 = 2.212m3 模板面积 = 3.862m2 模板面积 = 5.53+0.56-2.228 = 3.862m2 九、独立基础 序序号号构构件件名名称称构件位置工工程程量量计计算算式式 1 1dj-1 脚手架面积 = 5.32m2 脚手架面积 = (4+3.6)*(0.35) = 2.66m2 工程名称：课程设计 工程名称：课程设计 绘图输入构件工程量计算书 绘图输入构件工程量计算书 编制日期:2010-06-09 编制日期:2010-06-09 第1页 共76页 第1页 共76页 1 1 dj-1脚手架面积 = (4+3.6)*(0.35) = 2.66m2 dj-1-1dj-1 体积 = 0.7m3 体积 = 1*1*0.35 = 0.35m3 体积 = 1*1*0.35 = 0.35m3 模板面积 = 2.8m2 模板面积 = (1+1)*2*0.35 = 1.4m2 模板面积 = (1+1)*2*0.35 = 1.4m2 十、垫层 序序号号构构件件名名称称构件位置工工程程量量计计算算式式 1 1dc-2 体积 = 0.288m3 体积 = 1.2*1.2*0.1 = 0.144m3 体积 = 1.2*1.2*0.1 = 0.144m3 模板面积 = 0.96m2 模板面积 = (1.2+1.2)*2*0.1 = 0.48m2 模板面积 = (1.2+1.2)*2*0.1 = 0.48m2 2 2dc-1 体积 = 4.42m3 体积 = 2.6*0.1*6-0.273 = 1.287m3 体积 = 2.6*0.1*6-0.273 = 1.287m3 体积 = 2.6*0.1*5.4-0.481 = 0.923m3 体积 = 2.6*0.1*5.4-0.481 = 0.923m3 模板面积 = 3.4m2 模板面积 = 0.1*2*6+0.26-0.47 = 0.99m2 模板面积 = 0.1*2*6+0.26-0.47 = 0.99m2 模板面积 = 0.1*2*5.4+0.52-0.89 = 0.71m2 模板面积 = 0.1*2*5.4+0.52-0.89 = 0.71m2 3 3dc-3 体积 = 21.462m3 体积 = 2.1*0.1*13.8 = 2.898m3 体积 = 2.1*0.1*25.8 = 5.418m3 体积 = 2.1*0.1*13.8 = 2.898m3 体积 = 2.1*0.1*12-0.2205 = 2.2995m3 体积 = 2.1*0.1*8.1-0.2205 = 1.4805m3 体积 = 2.1*0.1*25.8-0.441 = 4.977m3 体积 = 2.1*0.1*5.4-0.3885 = 0.7455m3 体积 = 2.1*0.1*5.4-0.3885 = 0.7455m3 模板面积 = 17.94m2 模板面积 = 0.1*2*13.8-0.42 = 2.34m2 模板面积 = 0.1*2*25.8-0.62 = 4.54m2 模板面积 = 0.1*2*13.8-0.42 = 2.34m2 模板面积 = 0.1*2*12+0.21-0.52 = 2.09m2 模板面积 = 0.1*2*8.1+0.21-0.42 = 1.41m2 模板面积 = 0.1*2*25.8+0.42-1.78 = 3.8m2 模板面积 = 0.1*2*5.4+0.42-0.79 = 0.71m2 模板面积 = 0.1*2*5.4+0.42-0.79 = 0.71m2 4 4dc-4体积 = 4.128m3 工程名称：课程设计 工程名称：课程设计 绘图输入构件工程量计算书 绘图输入构件工程量计算书 编制日期:2010-06-09 编制日期:2010-06-09 第1页 共76页 第1页 共76页 4 4dc-4 体积 = 1.6*0.1*25.8 = 4.128m3 模板面积 = 4.22m2 模板面积 = 0.1*2*25.8-0.94 = 4.22m2 5 5dc-5 体积 = 0.39m3 体积 = 1*0.1*6-0.21 = 0.39m3 模板面积 = 0.78m2 模板面积 = 0.1*2*6+0.2-0.62 = 0.78m2 首首层层 一、墙 序序号号构构件件名名称称构件位置工工程程量量计计算算式式 1 1内墙 体积 = 55.9824m3 体积 = (5.16*3.48)*0.24-0.1981-0.0478 = 4.0637m3 体积 = (5.16*3.48)*0.24-0.1981-0.0478-0.0355 = 4.0282m3 体积 = (5.16*3.48)*0.24-0.1981-0.0478-0.0355 = 4.0282m3 体积 = (5.16*3.48-1.89)*0.24-0.1981-0.0478-0.0806 = 3.5294m3 体积 = (5.88*3.48)*0.24-0.1002-0.2212-0.0478 = 4.5418m3 体积 = (5.88*3.48)*0.24-0.1002-0.2212-0.0478 = 4.5418m3 体积 = (5.76*3.48)*0.24-0.2212-0.0478 = 4.5418m3 体积 = (3.78*3.48)*0.24-0.1503-0.1382-0.0478 = 2.8207m3 体积 = (3.9*3.48)*0.24-0.3007-0.1359-0.0478 = 2.7729m3 体积 = (4.2*3.48-3.15)*0.24-0.2506-0.1498-0.0478-0.1152 = 2.1885m3 体积 = (2.7*3.48-3.6)*0.24-0.2004-0.0945-0.0478-0.1728 = 0.8755m3 体积 = (3*3.48)*0.24-0.2506-0.1037-0.0478 = 2.1036m3 体积 = (4.08*3.48-2.88)*0.24-0.1002-0.1521-0.0478-0.1469 = 2.2694m3 体积 = (3.9*3.48-3.15)*0.24-0.2506-0.1382-0.0478-0.1152 = 1.9495m3 体积 = (4.08*3.48)*0.24-0.1503-0.1498-0.0478 = 3.0597m3 体积 = (3.9*3.48-3.15)*0.24-0.2506-0.1382-0.0478-0.1152 = 1.9495m3 体积 = (3.78*3.48-1.89)*0.24-0.1503-0.1382-0.0478-0.0806 = 2.2864m3 体积 = (4.2*3.48-1.89)*0.24-0.2506-0.1498-0.0478-0.0783 = 2.5278m3 体积 = (3.9*3.48-3.15)*0.24-0.3007-0.1359-0.0478-0.1129 = 1.904m3 2 2外墙 体积 = 43.1482m3 体积 = (4.2*3.48-3.15)*0.24-0.4864-0.1869-0.1192-0.1832 = 1.7761m3 工程名称：课程设计 工程名称：课程设计 绘图输入构件工程量计算书 绘图输入构件工程量计算书 编制日期:2010-06-09 编制日期:2010-06-09 第1页 共76页 第1页 共76页 2 2外墙 体积 = (5.7*3.48-4.41)*0.24-0.4104-0.2693-0.1106-0.1832 = 2.7288m3 体积 = (6*3.48)*0.24-0.2004-0.3041-0.0469 = 4.4597m3 体积 = (2.4*3.48-1.35)*0.24-0.2004-0.114-0.0469-0.121 = 1.1981m3 体积 = (5.4*3.48)*0.24-0.2004-0.2724-0.0469 = 3.9902m3 体积 = (3.9*3.48-2.7)*0.24-0.2506-0.1901-0.0469-0.1987 = 1.923m3 体积 = (3.9*3.48-2.7)*0.24-0.3007-0.1869-0.0469-0.1987 = 1.876m3 体积 = (4.08*3.48-2.7)*0.24-0.1503-0.2059-0.0469-0.1987 = 2.1577m3 体积 = (3*3.48-2.7)*0.24-0.2506-0.1426-0.0469-0.1987 = 1.2188m3 体积 = (2.82*3.48-2.52)*0.24-0.3007-0.124-0.0471-0.0938 = 1.1849m3 体积 = (4.2*3.48-1.8)*0.24-0.2004-0.2091-0.0469-0.1901 = 2.4293m3 体积 = (3.9*3.48-2.7)*0.24-0.2506-0.1901-0.0469-0.1987 = 1.923m3 体积 = (6*3.48)*0.24-0.2004-0.3041-0.0469 = 4.4597m3 体积 = (5.4*3.48)*0.24-0.2004-0.2724-0.0469 = 3.9902m3 体积 = (2.4*3.48-1.35)*0.24-0.2004-0.114-0.0469-0.0874 = 1.2317m3 体积 = (3.9*3.48-3.15)*0.24-0.4864-0.1711-0.1192-0.1832 = 1.5414m3 体积 = (4.2*3.48-3.15)*0.24-0.4864-0.1869-0.1192-0.1832 = 1.7761m3 体积 = (3.9*3.48-3.15)*0.24-0.2506-0.1901-0.0469-0.2246 = 1.7891m3 体积 = (3.9*3.48-3.15)*0.24-0.5365-0.1679-0.1192-0.1832 = 1.4944m3 3 3砼墙120 体积 = 0.0989m3 体积 = (0.87*0.18)*0.12 = 0.0188m3 体积 = (2.84*0.18)*0.12 = 0.0613m3 体积 = (0.87*0.18)*0.12 = 0.0188m3 模板面积 = 1.566m2 模板面积 = (0.93+0.81)*0.18+0.0216-0.063 = 0.2718m2 模板面积 = (2.96+2.72)*0.18 = 1.0224m2 模板面积 = (0.93+0.81)*0.18+0.0216-0.063 = 0.2718m2 4 4砼墙100 体积 = 0.1904m3 体积 = (2.69*0.18)*0.1 = 0.0484m3 体积 = (0.65*0.18)*0.1 = 0.0117m3 体积 = (7.24*0.18)*0.1 = 0.1303m3 工程名称：课程设计 工程名称：课程设计 绘图输入构件工程量计算书 绘图输入构件工程量计算书 编制日期:2010-06-09 编制日期:2010-06-09 第1页 共76页 第1页 共76页 4 4砼墙100 模板面积 = 3.8448m2 模板面积 = (2.64+2.74)*0.18+0.018 = 0.9864m2 模板面积 = (0.7+0.6)*0.18+0.018 = 0.252m2 模板面积 = (7.14+7.34)*0.18 = 2.6064m2 二、门 序序号号构构件件名名称称构件位置工工程程量量计计算算式式 1 1cm0921 洞口面积 = 1.89m2 洞口面积 = 0.9*2.1 = 1.89m2 数量 = 1樘 数量 = 1 = 1樘 框外围面积 = 1.89m2 框外围面积 = 0.9*2.1 = 1.89m2 2 2m0921 洞口面积 = 3.78m2 洞口面积 = 0.9*2.1 = 1.89m2 洞口面积 = 0.9*2.1 = 1.89m2 数量 = 2樘 数量 = 1 = 1樘 数量 = 1 = 1樘 框外围面积 = 3.78m2 框外围面积 = 0.9*2.1 = 1.89m2 框外围面积 = 0.9*2.1 = 1.89m2 3 3m1521 洞口面积 = 12.6m2 洞口面积 = 1.5*2.1 = 3.15m2 洞口面积 = 1.5*2.1 = 3.15m2 洞口面积 = 1.5*2.1 = 3.15m2 洞口面积 = 1.5*2.1 = 3.15m2 数量 = 4樘 数量 = 1 = 1樘 数量 = 1 = 1樘 数量 = 1 = 1樘 数量 = 1 = 1樘 框外围面积 = 12.6m2 框外围面积 = 1.5*2.1 = 3.15m2 框外围面积 = 1.5*2.1 = 3.15m2 框外围面积 = 1.5*2.1 = 3.15m2 框外围面积 = 1.5*2.1 = 3.15m2 4 4wm1221 洞口面积 = 2.52m2 洞口面积 = 1.2*2.1 = 2.52m2 数量 = 1樘 数量 = 1 = 1樘 框外围面积 = 2.52m2 框外围面积 = 1.2*2.1 = 2.52m2 5 5wm2130 洞口面积 = 4.41m2 洞口面积 = 2.1*2.1 = 4.41m2 数量 = 1樘 数量 = 1 = 1樘 框外围面积 = 4.41m2 工程名称：课程设计 工程名称：课程设计 绘图输入构件工程量计算书 绘图输入构件工程量计算书 编制日期:2010-06-09 编制日期:2010-06-09 第1页 共76页 第1页 共76页 5 5wm2130框外围面积 = 2.1*2.1 = 4.41m2 三、窗 序序号号构构件件名名称称构件位置工工程程量量计计算算式式 1 1c0615 洞口面积 = 1.8m2 洞口面积 = 0.6*1.5 = 0.9m2 洞口面积 = 0.6*1.5 = 0.9m2 数量 = 2樘 数量 = 1 = 1樘 数量 = 1 = 1樘 框外围面积 = 1.8m2 框外围面积 = 0.6*1.5 = 0.9m2 框外围面积 = 0.6*1.5 = 0.9m2 2 2c0915 洞口面积 = 1.35m2 洞口面积 = 0.9*1.5 = 1.35m2 数量 = 1樘 数量 = 1 = 1樘 框外围面积 = 1.35m2 框外围面积 = 0.9*1.5 = 1.35m2 3 3c0921 洞口面积 = 1.35m2 洞口面积 = 0.9*1.5 = 1.35m2 数量 = 1樘 数量 = 1 = 1樘 框外围面积 = 1.35m2 框外围面积 = 0.9*1.5 = 1.35m2 4 4c1821 洞口面积 = 13.5m2 洞口面积 = 1.8*1.5 = 2.7m2 洞口面积 = 1.8*1.5 = 2.7m2 洞口面积 = 1.8*1.5 = 2.7m2 洞口面积 = 1.8*1.5 = 2.7m2 洞口面积 = 1.8*1.5 = 2.7m2 数量 = 5樘 数量 = 1 = 1樘 数量 = 1 = 1樘 数量 = 1 = 1樘 数量 = 1 = 1樘 数量 = 1 = 1樘 框外围面积 = 13.5m2 框外围面积 = 1.8*1.5 = 2.7m2 框外围面积 = 1.8*1.5 = 2.7m2 框外围面积 = 1.8*1.5 = 2.7m2 框外围面积 = 1.8*1.5 = 2.7m2 框外围面积 = 1.8*1.5 = 2.7m2 5 5c2121 洞口面积 = 15.75m2 洞口面积 = 2.1*1.5 = 3.15m2 洞口面积 = 2.1*1.5 = 3.15m2 洞口面积 = 2.1*1.5 = 3.15m2 洞口面积 = 2.1*1.5 = 3.15m2 洞口面积 = 2.1*1.5 = 3.15m2 工程名称：课程设计 工程名称：课程设计 绘图输入构件工程量计算书 绘图输入构件工程量计算书 编制日期:2010-06-09 编制日期:2010-06-09 第1页 共76页 第1页 共76页 5 5c2121 数量 = 5樘 数量 = 1 = 1樘 数量 = 1 = 1樘 数量 = 1 = 1樘 数量 = 1 = 1樘 数量 = 1 = 1樘 框外围面积 = 15.75m2 框外围面积 = 2.1*1.5 = 3.15m2 框外围面积 = 2.1*1.5 = 3.15m2 框外围面积 = 2.1*1.5 = 3.15m2 框外围面积 = 2.1*1.5 = 3.15m2 框外围面积 = 2.1*1.5 = 3.15m2 四、墙洞 序序号号构构件件名名称称构件位置工工程程量量计计算算式式 1 1d-1 洞口面积 = 2.88m2 洞口面积 = 2.88 = 2.88m2 数量 = 1个 数量 = 1 = 1个 2 2d-2 洞口面积 = 3.6m2 洞口面积 = 3.6 = 3.6m2 数量 = 1个 数量 = 1 = 1个 五、过梁 序序号号构构件件名名称称构件位置工工程程量量计计算算式式 1 1gl-1 体积 = 0.4608m3 体积 = 0.0576*2 = 0.1152m3 体积 = 0.0576*2 = 0.1152m3 体积 = 0.0576*2 = 0.1152m3 体积 = 0.0576*2 = 0.1152m3 2 2gl-2 体积 = 0.2418m3 体积 = 0.0576*1.4 = 0.0806m3 体积 = 0.0576*1.4 = 0.0806m3 体积 = 0.0576*1.4 = 0.0806m3 3 3gl-3 体积 = 0.0938m3 体积 = 0.0552*1.7 = 0.0938m3 4 4兼过梁360 体积 = 3.0928m3 体积 = 0.0864*2.3 = 0.1987m3 体积 = 0.0864*1.1 = 0.095m3 体积 = 0.0864*1.1 = 0.095m3 体积 = 0.0864*2.3 = 0.1987m3 体积 = 0.0864*1.7 = 0.1469m3 工程名称：课程设计 工程名称：课程设计 绘图输入构件工程量计算书 绘图输入构件工程量计算书 编制日期:2010-06-09 编制日期:2010-06-09 第1页 共76页 第1页 共76页 4 4兼过梁360 体积 = 0.0864*2.3 = 0.1987m3 体积 = 0.0864*2.3 = 0.1987m3 体积 = 0.0864*2.3 = 0.1987m3 体积 = 0.0864*2 = 0.1728m3 体积 = 0.0864*2.6 = 0.2246m3 体积 = 0.0864*2.6 = 0.2246m3 体积 = 0.0864*2.6 = 0.2246m3 体积 = 0.0864*2.6 = 0.2246m3 体积 = 0.0864*2.6 = 0.2246m3 体积 = 0.0864*1.4 = 0.121m3 体积 = 0.0864*1.4 = 0.121m3 体