工程预算课程设计.doc

1、一、工程量清单计算1.基数计算外墙中央线长度：L中=(8.64-0.2412.84-0.24)2=42.00m外墙外围长度：L=(12.848.64)2=42.96m内墙净长线长度：一层240墙：1内1=8.64-0.24x2+4.4+4.2-0.24=16.32m一层120墙：1内1=2.4-0.24=2.16m二层240墙：L内2=8.4-0.24=8.16m二层120墙：1内2=4.5-0.18+2.4-0.18+4.2+4.2-0.24+2.4+1.8-0.18=18.72m房心净面积：一层：6房=()(4.2+4.20.24)黑(6.00.24)+()(4.2-0.24)父(8.64

2、-0.242)(B-C)(2.4-0.24)(8.4-0.24-0.12)=96.68m2二层：S2=()(4.2+4.2-0.24-0.12)父(4.5-0.12-0.06)+()(4.2-0.24)父(8.4-0.24)(1A-C)(1.52.4-0.18)(4.2-0.18)(1AB)(4.2-0.120.06)(1.5-0.12)(B-C)(2.4-0.18)(4.2-0.18)2=96.63m建筑面积：一层：§建=12.848.64-110.94m2二层：S2建=12.84M8.64=110.94m2建筑面积S=110.94110.94=221.88m2二、土石方工程量计算

3、场地平整：S平=(12.60.244)(8.40.244)=212.86m2挖根底土方：地槽宽度1.50.32-2.10m地槽深度1.4-0.45-0.95m地槽断面面积2.100.95=2.00m2外地槽长度42.00m内地槽长度(8.40-2.10)2=12.60m地槽总长度42.0012.60=54.60m地槽总体积54.602.00=109.20m地槽原土打夯54.602.10=114.66m土石方回填：土(石)方回填(3:7灰土)：室内夯填土：V=96.68(0.45-0.155)-28.52m3年V=(2.100.95)-1.70.1-1.50.36-0.490.24-0.1260

4、.0625254.60=62.79m3合计：V=28.5262.79=91.31m3三、砌筑工程量计算砖墙采用M5混合砂浆：240外墙门窗面积S=2C1+202+7C3+M1=2.72.72.721.20.971.81.53.03.32=45.54m过梁体积v=0.23X2+0.049父2+0.462+(3.73.30.18)父0.24父3=1.1784m3外墙体积V=40.80m(8.640.120.18父20.12m2)45.54m0.241.1784=65.44m32240内墙一层门窗面积&=C4+2M2=1.2父1.5+2父0.9M2.1=5.58m过梁的体积v=3M2C4=0

5、.169m3内墙体积3V=(16.32-0.24)(3.70.18)-5.588.16(3.8-0.24)-1.890.24-0.169=18.48m2120内墙一层门囱面积§=M3=1.68m二层门窗面积S2=3M2=5.67m2过梁体积v=M33M2=0.157m3内墙体积V=2.16(3.7-1.68)0.12(18.72-0.12(7.5-3.7-0.12)-5.6730.12-0.1578.13m工程量V=18.488.1326.6165.44=92.05m3根底墙0.1260.062520.24(0.4940.126)(428.48.4-0.242)=9.60m3四、混凝

6、土及钢筋混凝土工程量3360mm局C20混凝土条基1.5父0.36父42.00+(8.4-1.5)父2=30.13m3C15混凝土根底垫层1.7父0.1父42.00+(8.4-1.7)2=9.42m3构造柱0.240.2458.640.240.247.5=2.92m3过梁1.020.1690.157=1.346m3圈梁0.180.244220.180.24(16.328.16)=4.69m33根底梁0.240.24(428.48.4-0.24-0.24)=3.36m预制空心板14.25m3(查表)单梁(6.08.4-0.242)(0.250.5)-1.74m3现浇混凝土钢筋的计算：外墙构造柱单

7、根构造柱4：J12L1=(8.64-0.056.250.0122)4=34.96m箍筋单根长0.242-0.05=0.91m箍筋帕200%=8.640.0%2+1=44根箍筋长l-0.9144-40.04m合计L=(34.96-40.04)5-375.00m内墙构造柱单根构造柱4：,12L2=(7.5-0.056.250.0122)4=30.40m箍筋单根长0.242-0.05=0.91m箍筋*8200n2=7.5-0.0%2+1=39根箍筋长合计圈梁l=0.9139=35.49mL=35.4930.4=65.89mA轴4M2(12.84-0.246.250.0122)42=10m箍筋单根长l

8、二(0.180.24)20.05=0.79m箍筋帕200nA=(12.84-0.2%2+1)父2=12的箍筋长La=1280.79=101.12mB轴4：,12(8.46.250.0122)2=34.20m箍筋帕200nB=8%2+1=43根箍筋长Lb=430.79-33.18mC轴二人轴4M2(12.84-0.246.250.0122)42=10m箍筋长Lc=1280.79=101.12m轴=轴=轴4612(8.64-0.24+6.25父0.012父2)父4父2父3=205.20m箍筋*6200L1+L2+L3=(8.%2+1)m2m0.79m3=203.82m根底梁A轴轴4力12(12.6

9、0-0.056.250.0122)42-101.60m箍筋单根长l=0.242-0.05-0.91m箍筋*6250nA=12.6一0.0%25+1=51根箍筋长LaLc=0.91512=92.82mB轴4力12(8.4-0.056.250.0122)4=34m箍筋单根长l-0.242-0.05-0.91m箍筋6250nB=8.4-0.051=34根0.25箍筋长Lb=340.91-30.94m轴=轴=轴4612(8.40.05+6.25父0.012父2)父4M3=102m箍筋单根长1=0.242-0.05=0.91m箍筋帕250n=&4一0.0%,34根箍筋长L1L2L3=3430.9

10、1-92.82m123360mm厚C20混凝土条基：A轴4625012.6+1.5-0.05+6.25X0.006乂2=14.125m.二(1.5一0.05)0251=6根0.25La=14.1256=84.75m102001.5-0.056.250.012=1.575in12.6,1.5-0.0%+1=71根LA=1.57571=111.825mB轴62508.4-1.5-0.056.250.0062=6.9251n110.05)1=6根0.25Lb=6.9256=41.55m102001.5-0.056.250.012=1.57mnJMTK.OrIGLB=361.575-56.70mC轴二

11、人轴625012.61.5-0.056.250.0062-14.125m.二.5-0.05)6根0.25La=14.1256=84.75m102001.5-0.056.250.012=1.57mi(12.61.5-0.05)0.21=71根La=1.57571=111.825m轴=轴=轴*62508.4+1.50.05+6.25M0.006M2=9.925m雨棚横向板102001.5-0.056.250.012=1.57m0%/-.根L1L2L3=5031.575-236.25m62003-0.046.250.0062=3.0351.=(1.2一0.0%.2+1=7根L=3.0357=21.2

12、45m雨棚纵向板62001.20.24-0.020.3-0.025-6.250.0062=1.77m雨棚梁3M6420n=(3-0.0%2+1=16根L-161.77=28.32m3-0.056.250.0162-9.45m3-0.056.250.0204-12.80m箍筋8100l=0.40.24-0.05=0.59mn=(3-0.0-1+1=31根L=0.5931=18.29m单梁2中12(13.92-0.056.250.0122)2=28.04m3：J20(13.92-0.056.250.022)2=42.36m帕200(100)n=(13.92一0.05%2+1=70根L=(0.250

13、.5-0.05)70=49m楼梯板配筋女儿墙配筋：6200n=42.1=211根0.2l=0.24-0.05=0.19mL-0.19211=400.90m26L=422-82m五、屋面及防水工程量计算一一一一一一一一一一一一一一21：10水泥珍珠盐找坡层S=(12.60.24)M(8.40.24)=100.86m1:25水泥砂浆找平层S=(12.6-0.24)x(8.4-0.24)=100.86m2冷底子油1道S=(12.60.24)父(8.40.24)=100.86m2二布三涂撒上绿豆砂雨棚防水工程量：20mm厚水泥砂浆面层_2S=(12.6-0.24)(8.4-0.24)100.86m,一

14、一一一21.23.0=4.2m六、楼地面工程量计算2一层2(0.240.9)0.243.00.120.8=1.248m2C10混凝土垫层&房=96.68+1.248=97.93m21:2水泥砂浆面层S房=96.68+1.248=97.93m二层(0.120.9)3.00.240.9=0.54m2C20细石混凝土找平层S2房=96.63+0.54=97.17m21：2水泥砂浆面层S2房=96.63+0.54=97.17m2散水工程量：L=42.96mb=1.0m360mm厚C10混凝土垫层42.96父1.0黑0.06=2.58m320mm厚1：2.5水泥砂浆面层42.961.00.02=

15、0.859r2i踢脚线工程量：一层42-0.24416.3222.162-77.76m二层42-0.2448.16218.722-94.80m七、墙柱面工程量一层LA=(8.4-0.24)(6.0-0.24)2=27.84mLb=(4.2-0.248.64-0.48)2=24.24m储藏间L3(2.4-0.241.7-0.18)2=7.36m楼梯间L4=(2.41.21.81.2-0.182.4-0.24)2=17.16m二层LC=(4.2-0.182.4-0.24)2=12.36mLD=(4.2-0.184.5-0.18)2=16.68mLf=(4.2-0.188.4-0.24)2=24.2

16、4m走廊L,=1.51.5_0.124.24.2_0.244.2_0.12=15.12m楼梯间L2=(2.4_0.12)24.20.18=24.24m合计一层层Wj3.7m2门囱面积53.04m二层层高7.5-3.7-0.015-0.04-0.012=3.733m2门囱面积29.70m一层合计27.8424.247.3617.1660.2420.12=78.28m二层合计12.3616.6816.6824.2415.128.5860.1220.24-94.86m内墙抹灰(混合砂浆、刷乳胶漆两遍)一层内墙净面积6=78.283.7-53.04=236.60m22一层内墙净面积&=94.863.733-29.70=324.41m外墙贴面砖2门囱面积S1=45.54m2外墙面积S2=42.968.640=371.17m2外墙贴砖净面积S=S2=325.63m内侧女儿墙抹灰S(12.60-0.248.4-0.24)2(0.90.12-0.08-0.02)420.24