武汉理工建筑工程概预算课程设计(新)

武汉理工大学课程设计说明书一、工程概况： 本工程为二层办公楼，砖混结构，各房间轴线尺寸如图所示。基础为有圈梁砖带形基础，等高放大脚，3：7灰土垫层，人工挖土方。C20现浇钢筋混凝土圈梁、过梁、构造柱、、阳台、雨罩；C25现浇钢筋混凝土楼梯，楼梯抹水泥砂浆。结构板：C25现浇钢筋混凝土板，楼板与外墙圈梁相连、内墙满压墙板。门窗均为木质门窗，门窗油底油一遍，调和漆两遍，后塞口水泥沙浆。墙体为kp1粘土空心砖砌筑，女儿墙高1m；室内墙面为简易抹底灰，面层为耐擦洗涂料；室外墙面抹底灰，仿石涂料面层。花岗石台阶细石混凝土散水，屋顶为改性沥青油毡Ⅱ型防水，工程做法参看外墙详图。天棚抹底灰，耐擦洗涂料面层。首层地面面层水泥砂浆（有素浆），二层楼面为现场搅拌豆石混凝土面层，踢脚为水泥砂浆。二、设计内容：工程量计算的项目：（详细计算过程及结果见《工程量计算表》）1）建筑面积2）土方及基础工程3）门窗工程（含制作安装、塞口、玻璃、油漆,不计内窗台）4）混凝土工程5）墙体工程6）模板工程（不计阳台、雨罩及L1）7）屋面工程（不计排水）8）楼地面工程（含垫层、面层、踢脚线、楼梯装，不计栏杆扶手）9）天棚工程（不计楼板底灰）10）墙面装饰（不计阳台、雨罩装修）工程量清单（详见《工程量清单表》）3.基础数据计算

①外墙中心线长度：L外=(22.8+8.1)×2=61.80m

②内墙净长线长度：L内=（8.1-0.12×2）×2+（6-0.12×2）×2+（13.5-0.12×2）=40.50m

③基底净长：L基底净长=（8.1-0.59×2）×2+（6-0.59-1.12×0.5）×2+（13.5-1.12）=35.924.计算资料如下：附：某办公楼施工图纸三、计算表工程量计算表工程名称：某单位二层办公楼编号项目名称位置数量计算过程单位工程量①建筑面积1一层（8.1+0.24×2）×（2.28+0.24×2）=199.74m22二层（8.1+0.24×2）×（2.28+0.24×2））+4.2×1.5×0.5=202.89m2总计199.74+202.89=402.63m2402.63②土方及基础工程1平整场地按照外墙外边线每边各增加2m后，所围成的水平面积计算(23.28+4)×(8.58+4)+2.5×4.5=354.44m2354.442挖沟槽按实挖体积以立方米计算挖槽深度2.6-0.75=1.85m>1.2m，需要放坡，查表得m=0.5，工作面c=0.3mm3外墙垫层L中=(22.8+8.1)×2=61.80m内墙垫层L净=（8.1-0.59×2）×2+（6-0.59-1.1×0.5）×2+（13.5-1.1）=35.96m外墙沟槽断面S外断=（0.97+0.3×2+0.5×1.4）×1.4+（1.3+0.2）×0.45=3.853m2内墙沟槽断面S内断=（0.72+0.3×2+0.5×1.4）×1.4+（1.1+0.2）×0.45=3.413m2总计61.8×3.853+35.96×3.413=360.84m3360.8433:7灰土垫层按垫层图示尺寸以立方米计算m30.45×1.3×L外=36.153m30.45×1.1×L内=17.80m3总计36.153+17.80=53.95m353.954砖基础L外按砖基图示尺寸以立方米计算(22.8+8.1)×2=61.80mL内（8.1-0.12×2）×2+（6-0.12×2）×2+（13.5-0.12×2）=40.50mS大0.126×6×0.0625×5=0.23625m2S外（0.23625÷0.36+2.6-0.45-0.36）×0.37=0.89855m2S大 0.126×5×0.0625×4=0.1575m2S内（0.1575÷0.24+2.6-0.45-0.24）×0.24=0.6159m2V外S外×L外=54.27894m3V内S内×L内=23.085m3总计54.27894+23.085=77.36394m377.365沟槽回填土沟槽回填土=挖土体积-设计室外地坪以下埋设的垫层及基础与圈梁挖土体积360.85m3扣除部分53.953+77.364=131.317m3圈梁0.36×0.36×61.8+0.24×0.36×40.5=11.51总计360.85-131.317-11.51=218.02m3218.026房心回填土房心回填土=房心面积×回填土设计厚度S房心（4.8-0.24）×（6-0.24）×2+(5.1-0.24）×（8.1-0.24）+（4.8+3.9+4.8-0.24）×（2.1-0.24）+（6-0.24）×（3.9-0.24）+（8.1-0.24）×（4.2-0.24）=167.61m2H0.75V167.61×0.75=125.71m3125.71③门窗工程（含制安、塞口、玻璃、油漆,不计内窗台）C191.8×1.5×9=24.30m2C291.5×1.5×9=20.25m2M111.5×2.4=3.60m2M221×2.4×8=19.20m2MC11.5×1.05+0.75×2.4=3.38m2一玻一纱普通窗24.3+20.25=44.55m244.55单层玻璃普通窗1.5×1.05=1.58m21.58半截玻璃门3.6+19.2+2.4×0.75=24.60m224.60门窗后赛口44.55+1.58+24.6=70.73m270.73一玻一纱窗油漆量44.55×1.36=60.59m260.59单层门油漆量1.0×（1.58+2.46）=26.18m226.18④混凝土工程1过梁m3C1洞口过梁90.36×0.24×2.3×9=1.79m3C2洞口过梁90.36×0.24×2.0×9=1.56m3M1洞口过梁10.36×0.24×2.0×1=0.17m3M2洞口过梁80.24×0.18×1.5×8=0.52m3MC洞口过梁10.36×0.24×2.3=0.20m3空洞过梁22.4×2.4×2.9×2=0.33m3总计1.79+1.56+0.17+0.52+0.33+0.20=4.57m34.572圈梁外墙0.36×0.24×（61.8-10×0.24）×2=10.26m3基础0.36×0.36×61.8+0.24×0.36×40.5=11.51m3圈梁合计10.26+11.51=21.77m321.773现浇楼梯按投影面积计（6.0-0.24）×（3.9-0.24）=21.08m321.084现浇楼板板厚110mm0.11×（22.8×8.1×2-3.9×6）=38.05m338.055构造柱Z140.24×0.36×（6.6+2.15-0.36）×4=2.42m3Z28（0.36×0.24+0.03×0.24×3）×（6.6+2.15-0.36）×8=7.25m3Z32（0.24×0.24+0.03×0.24×2）×（6.6+2.15-0.36）×2=1.21m3Z48（0.24×0.24+0.06×0.24）×1×8=0.58m3Z54（0.36×0.24+0.06×0.24）×1×4=0.37m3总计2.42+7.25+1.21+0.58+0.37=11.83m311.83⑤墙体工程1365厚砖墙外墙（61.8×6.6-24.3-20.25-3.6-3.38）×0.36-1.79-1.56-0.17-0.20-10.26-2.42-7.25=104.64m3104.642240厚砖内墙[40.5×（6.6-0.22）-19.2-12.96]×0.24-0.52-0.33-1.21=52.24m352.243240厚女儿墙61.8×1×0.24=14.83m314.83总工程量104.64+52.24+14.83=171.71m3171.71⑥模板工程1楼板模板B122×[（5.1-0.24）×（8.1-0.24）+（5.1-0.24+8.1-0.24）×2×0.11]=82.00m2B244×[（4.8-0.24）×（6.0-0.24）+（4.8-0.24+6.0-0.24）×2×0.11]=114.14m2B322×[（4.2-0.24）×（8.1-0.24）+（4.2-0.24+8.1-0.24）×2×0.11]=82.00m2B422×[（2.1-0.24）×（4.8×2+3.9-0.24）+（2.1-0.24+4.8×2+3.9-0.24）×2×0.11]=55.98m2B511×[（3.9-0.24）×（6.0-0.24）+（3.9-0.24+6.0-0.24）×2×0.11]=23.15m2小计82.00+114.14+82.00+55.98+23.15=357.27m2357.272楼梯模板（6.0-0.24）×（3.9-0.24）=21.07m221.073过梁模板‘m2C1洞口过梁C1处99×（0.36×1.8+1.8×2×0.24）=13.61m2C2洞口过梁C2处99×（0.36×1.5+1.5×2×0.24）=11.34m2M1洞口过梁M1处10.36×1.5+1.5×2×0.24=1.26m2M2洞口过梁M2处88×（0.24×1.0+1.0×2×0.18）=4.8m2MC洞口过梁MC处10.36×1.8+1.8×2×0.24=1.51m2小计13.61+11.34+1.26+4.8+1.51=32.52m232.524圈梁模板基础6.18×0.36×2+40.5×0.36×2=73.66m2外墙（61.8-0.24×10）×0.24×2=28.51m2总计73.66+28.51=102.17m2102.175构造柱模板Z144×（0.3+0.24）×2×（6.6+1.79）=36.24m2Z288×（0.36+0.24）×2×（6.6+1.79）=80.54m2Z322×（0.24+0.24）×2×（6.6+1.79）=16.11m2Z480.24×4×1×8=7.68m2Z54（0.36+0.24）×2×1×4=4.8m2小计36.24+80.54+16.11+7.68+4.8=145.37m2145.37总工程量总计357.27+21.08+32.52+102.17+145.37=658.41m2658.41⑦屋面工程（不计排水）1找坡层平均厚度70.5mm，22.8×8.1×0.0705=13.02m313.022保温层22.8×8.1×0.25=46.17m346.173防水层22.8×8.1+61.8×0.3=203.22m2203.224找平层（8.1-0.24）×（22.8-0.24）=177.32m2177.325面层（8.1-0.24）×（22.8-0.24）=177.32m2177.32总工程量13.02+46.17+203.22+177.32+177.32=617.05m2617.05⑧楼地面工程（含垫层、面层、踢脚线、楼梯装，不计栏杆扶手）1地面垫层S（22.8-0.24）×（8.1-0.24）-0.24×[8.1-0.24×2+（6-0.24）×2+（13.5-0.24）]=167.60m2V167.60×0.15=25.14m325.142地面面层S（22.8-0.24）×（8.1-0.24）-0.24×[8.1-0.24×2+（6-0.24）×2+（13.5-0.24）]=167.60m2167.603楼面面层S（5.1-0.24）×（8.1-0.24）+（4.2-0.24）×（8.1-0.24）+（4.8-0.24）×（6-0.24）×2+（13.5-0.24）×（2.1-0.24）=146.52m2146.524楼梯抹水泥S（6-0.24）×（3.9-0.24）=21.0816m221.085水泥砂浆踢脚线S[(5.1-0.24+8.1-0.24)×2+(4.2-0.24+8.1-0.24)×2+(4.8-0.24+6-0.24)×2×2+(13.5-0.24)×2+2×(2.1-0.24)-8-2.4]×2-0.75+0.24×26-1.5+(3.9-0.24+6-0.24)×2-2.4×2=238.43m2238.43⑨天棚工程（不计楼板底灰）1板底抹灰二楼（22.8-0.24）×（8.1-0.24）-0.24×[8.1-0.24×2+（6-0.24）×2+（13.5-0.24）]=167.60m2一楼167.60-（3.9-0.24）×（6-0.24）=146.52m2总计167.60+146.52=314.12m2314.122天棚面层装修314.12（与板底抹灰量相等）314.12⑩墙面装饰（不计阳台、雨罩装修）1内墙面装修抹底灰(5.1-0.24+8.1-0.24)×2+(4.2-0.24+8.1-0.24)×2+(4.8-0.24+6-0.24)×2×2+(13.5-0.24+2.1-0.24)×2+（3.9-0.24+6-0.24）×2=139.44m抹底层139.44×（3.3-0.11）×2-102.89=786.7372m2786.73面层139.44×（3.3-0.11）×2-102.89=786.7372m2786.732外墙面装修m2外墙抹灰m2抹灰高度h7.6+0.75=8.35m外墙外边周长L（23.28+8.58）×2=63.72m外墙门窗面积S洞1.5×1.8×9+0.75×2.4+1.5×1.05+1.5×1.5×9+1.5×2.4=51.53m2外墙抹灰总工程量h×L-=480.532m2480.53工程量清单表工程名称：某单位二层办公楼编号项目名称单位工程量1建筑面积m2402.632土方工程2.1平整场地m2354.432.2挖沟槽m3360.852.33:7灰土垫层m353.952.4砖基础m377.362.5沟槽回填土m3218.022.6房心回填土m3125.713门窗工程3.1一玻一纱普通窗m244.553.2单层玻璃普通窗m21.583.3半截玻璃门m224.63.4门窗后塞口m270.733.5一玻一纱窗油漆量m260.593.6单层门油漆量m226.184混凝土工程m34.1C20过梁m34.574.2C20圈梁m321.774.3C25现浇楼梯m321.084.4C25现浇楼板m338.064.5C20构造柱m311.835模板工程5.1楼板模板m2357.275.2楼梯模板m221.085.3过梁模板m232.525.4圈梁模板m2102.175.5构造柱模板m2145.37合计m3658.416墙体工程6.1365厚砖墙外墙m3104.646.2240厚砖内墙m352.246.3240厚女儿墙m314.83合计m3171.717屋面工程7.1找坡层m313.027.2保温层m346.177.3防水层m2203.227.4找平层m2177.327.5面层m2177.32合计m2617.058楼地面工程8.1地面垫层m325.148.2灰土垫层m316.768.3混凝土垫层m38.388.4地面面层m2167.608.5楼面面层m2146.528.6楼梯抹水泥m221.088.7水泥砂浆踢脚线m2238.439天棚工程9.1板底抹灰m2314.129.2天棚面层装修m2314.1210墙面装饰10.1内墙面装修抹底灰m2786.73面层m2786.7310.2外墙面装修m2480.53建筑工程费计算：（单位：元）场地平整机械费：354.43/10×2.7=95.70挖沟槽人工挖土方费：360.85/10×50.16=1810.023:7灰土垫层：53.95/10×483.08=2606.22砖基础：77.36/10×1389.81=10751.57房心回填土机械费：125.71/10×34.58=434.71沟槽回填土机械费：218.02/10×34.58=753.91一玻一砂普通窗（含窗框和窗扇制作和安装）：44.55/10×（304.74+72.32+329.03+160.67）=3861.41单层玻璃普通窗：1.58/10×（526.07+171.19+296.68+139.47）=179.08门窗后塞口：70.73/10×187.47=1325.98一玻一纱窗油漆费：60.59/10×91.91=556.88半截玻璃门：24.6/10×（540.58+87.62+619.76+82.6）=3273.18单层门油漆费：26.18/10×102.46=268.24C20过梁费：4.57/10×2132.18=974.41C20圈梁费：21.77/10×2067.41=4500.75C25现浇楼梯费：21.08/10×434.37=915.65C25现浇楼板费：38.06/10×1942.01=7391.29C20构造柱费：11.83/10×2064.85=2442.72粘土空心砖：240厚砖内墙费：52.24/10×2011.77=10509.50365厚砖墙外墙费：104.64/10×1977.09=20688.27240厚女儿墙费：14.83/10×1865.44=2766.45屋面保温层费：46.17/10×935.26=4318.10屋面找平层费：177.32/10×55.01=968.27屋面防水层费：203.22/10×415.25=8438.71屋面面层费：177.32/10×136.53=2427.88垫层费：（167.60+25.14+8.38）/10×483.08=9715.71地面面层费：167.60/10×68.82=1153.42楼面面层费：146.52/10×107.96=1579.56水泥砂浆踢脚线费：238.43/10×16.35=389.83楼梯抹水泥费：21.08/10×293.8=623.35抹灰费：314.12×2/10×69.9=4359.35内墙面装修抹底层费：786.73/10×71.98=5662.89抹面层费（抹灰面刷石灰油浆，光面）：786.73/10×6.98