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1、 工 程 量 计 算 书工程名称 :*别墅C户型 表5.1 序号工 程 项 目 计 算 式1桩基础土方开挖（人工1.15，电动葫芦1.15）WKZJ1 : d=800mm 2只 室外地坪标高-0.90m3.140.5724.40+3.140.5223.40+3.14(0.452+0.552)/21.60=8.642=17.29WKZJ2 : d=800mm 4只 室外地坪标高+2.85m3.140.5728.15+3.140.5223.40+3.140. 4521.60=12.224=48.87d=800mm 15只 室外地坪标高-0.90m3.140.5724.40+3.140.5223.4
2、0+3.140.4521.60=8.392=125.89井圈开挖: 3.140.8220.250.2021.0=5.41合计：197.46m2桩基入岩增加费WKZJ1: 3.14(0.452+0.552)/21.602=2.54WKZJ2: 3.140.4521.619=19.33合计：21.87m3C25钢筋砼护壁WKZJ1: (3.140.5222-3.140.42-3.140.472)/23.40+(3.140.5722-3.140.42-3.140.472)/21.0=1.272=2.54WKZJ2: 1.2719.0=24.13井圈：3.141.390.250.2021.0=4.58
3、 合计：31.37m4C25砼灌桩WKZJ1: （3.140.42+3.140.472）/24.65+(3.140.452+3.140.552)/21.6=4.052=8.10WKZJ2: （3.140.42+3.140.472）/24.65+3.140.4521.60=3.8019=72.16 合计：80.26m5护壁钢筋：8150 21只3.140.52234.0=111.030.395=43.86kg5.1023.0=117.300.395=46.33kg 合计：1894.06kg6桩基钢筋1012 6.4812=77.760.888=69.05616 6.646=39.841.578=
4、62.876250 3.140.821=52.750.222=11.716100 3.140.815=50.510.222=11.21116加劲箍 （3.140.8+0.157+6.250.0162）1.5782=9.06142000加劲箍 （3.140.8+0.157+6.250.0142）1.2084=13.76114定位筋 0.543=61.208=7.25工程名称 :*别墅C户型 续表5.1 合计：螺纹钢 16221.0=3402.00kg 圆钢 22.9021.0=481.00kg 7土石方回填1423.83-11.08-19.19-11.23-13.81-16.30=1352.33
5、m8基础土方开挖采用大开挖： （19.35+1.02+0.331.85）（14.70+1.02+0.331.85）1.85+0.23+（12.85+1.02+0.335.30）（5.7+0.335.30）5.3+5.4=1408.12J1：（1.3+0.6+0.331.65）21.65+0.16=10.0221.0=100.40扣桩基土方：3.140.5723.417.0+3.140.5727.154=88.14 合计：1423.83m 9C15商品砼基础垫层J1-4：（1.31.321+1.61.64+2.02.03+2.22.21）0.1=6.26DL1：（3.5+5.8+7.03+8.2
6、5+1.725+6.08+3.23+5.85+1.70+7.85+6.05+2.38+2.95+2.45+4.55+0.6）0.450.1=3.15DL2：（12.93+2.90）0.450.10=0.712DL3：（2.83+5.53+2.30+3.40+2.83）0.450.1=0.76DL4：4.430.450.10=0.20 合计：11.08m10C25钢砼独立基础J（1-4）：1.11.10.421+1.401.400.44+1.81.80.43+2.02.00.51=19.19m11C25钢筋砼基础梁DL1：70.00.250.40=7.0DL2：15.830.250.50=1.9
7、8DL3：16.890.250.40=1.70DL4: 4.430.250.50=0.55 合计：11.23m12C15商品砼基础垫层一层：161.850.490.10=7.93二层：（5.10+4.35+4.60+4.38+4.43+11.53+5.38+4.13）0.490.1=2.15 合计：10.08 m13C15商品砼地面垫层一层：1.862.46+2.461.56+8.202.46+3.0610+2.455.55+1.755.55+2.456.45+2.755.75+4.602.75+1.256.60+1.751.85+2.253.36+3.356.05+3.355.80+1.25
8、6.45=193.570.10=19.36二层：（1.254.85+5.454.85+3.95+4.60+1.551.85）0.10=5.35合计：34.79 m14M10.0水泥砂浆砌筑砖胎膜一层：（47.760.50+11.730.60+0.350.30+33.500.40+6.880.75+8.750.80+4.750.70+3.200.55+3.350.35）20.115=14.45二层：（5.10+4.35）0.50+（4.60+4.38）0.75+4.430.45+11.530.50+5.380.75+4.130.50=25.3220.115=5.82 合计：20.27 m15砖胎
9、膜水泥砂浆抹灰一层：125.68+161.8520.115=162.91二层：25.322+43.8820.115=60.73 合计：223.64m16C25钢筋砼基础梁 一层：1/1轴：4.30.250.5+（0.250.50+0.120.1）2.0=0.8142轴： 5.550.250.60+6.950.250.50=1.70工程名称 :*别墅C户型 续表5.11/2轴：0.350.250.30=0.033轴：6.180.250.60+6.050.250.4=1.544轴：1.800.250.5+9.150.250.40=1.156轴：3.730.250.50+8.700.250.40+2
10、.880.250.75=1.887轴：6.150.250.50=0.778轴：2.250.250.40=0.239轴：8.750.250.80+0.650.250.75=1.981/9轴：3.350.250.75=0.6310轴：5.800.250.50=0.7311轴 2.350.250.50=0.37KL11：2.350.250.50=0.29A轴：1.630.250.504.750.250.70+2.450.250.40=1.281/A轴：1.750.250.50+2.450.250.40=0.47B轴：3.200.250.55=0.44C轴：6.700.250.50=0.84D轴：3.
11、350.250.35=0.291/D轴：1.750.250.50+2.450.250.40+1.250.250.35=0.58E轴：3.780.250.50+6.650.250.45=1.221/E轴：2.450.250.35=0.21F轴：1.250.250.40+3.050.250.50+4.00.250.80=1.31G轴：6.100.250.50+8.500.250.75=2.35H轴：3.750.250.75=0.70J轴：14.550.250.80=2.91 二层：L1：5.100.250.50=0.641轴：4.350.250.50=0.543轴：4.600.250.75=0.8
12、65轴：2.350.250.75+1.850.250.50=0.676轴：1.60.250.45+2.70.250.4=0.45J轴：4.00.250.50=2.011/J轴：3.950.250.75+1.30.250.40=0.87K轴：6.330.250.50+3.70.250.75+1.50.250.40=1.63 合计：32.23m17C25满堂基础底板一层：（9.19+15.87+4.55）0.1+（193.57-29.61）0.5=27.56二层：（6.12+7.21）0.10+（5.464.85+3.952.75+5.751.85）0.15=8.53 合计:68.30 m 181
13、:3水泥砂浆找平193.57+53.53+79.30+21.50=347.90191.5厚三元乙丙防水卷材347.90+162.91+60.73=571.5420C25钢筋砼剪力墙9.830.255.62=13.81m21C25钢筋砼独立柱 +0.000m以下 Z1：0.250.251.55=0.10工程名称 :*别墅C户型 续表5.1 Z2：0.250.505.62=0.70KZ1：3.140.17523.902=0.75KZ1a：3.140.17523.9=0.38KZ2：（0.250.50+0.250.25）2.252=0.84KZ3：（0.250.5+0.250.25）3.905.0=
14、3.66KZ4：0.250.252.252.0=0.28KZ5：0.30.4（2.25+3.92）=1.21KZ6、KZ7：0.30.43.92=0.94KZ8、KZ8a：0.350.353.92=0.96KZ9、KZ10：（0.250.50+0.250.25）3.902=1.46KZ11：（0.250.50+0.250.25）（2.252+3.9）=1.57KZ12：（0.250.50+0.250.25）（3.93+2.253）=3.45 3.300m以下KZ1a：3.140.17523.30=0.32KZ3：（0.250.5+0.250.25）3.305.0=3.09KZ5：0.30.43
15、.303=1.19KZ6、KZ7：0.30.43.3=0.40KZ8、KZ8a：0.350.353.32=0.81KZ9、KZ10：（0.250.50+0.250.25）3.302=1.24KZ11、KZ12：（0.250.50+0.250.25）（3.303+3.306）=5.563.300m以上H=3.80m 3.140.17523.802=0.73H=3.73m 3.140.17523.73(1+3+1+3+6)=5.04H=5.13m (0.250.50+0.250.25)5.132=1.92H=5.50m 0.250.255.502=-0.69H=4.57m 0.30.44.571.
16、0=0.55H=4.99m 0.30.44.991.0=0.60H=6.03m 0.380.356.031.0=0.74 (0.250.50+0.250.25)6.031.0=1.13H=5.63m 0.350.355.631.0=0.69 合计：矩形柱 1.2m内：1.07 m 超高1m： 9.98 m 1.8m内：10.54 m 超高2m： 3.90 m 异形柱： 30.92 m 超高3m： 1.87m 圆形柱： 2.54 m22C25钢筋砼梁 二层：2轴： 6.950.250.97-0.132=1.42 异型梁1/2轴： 0.350.250.30=0.033轴： 6.050.250.40
17、=0.611/3轴： 4.380.250.40=0.444轴： 5.300.250.40=0.715轴： 6.450.250.50=0.816轴： 1.60.250.45=0.18 10.950.250.40=1.467轴： 1.60.250.80=0.32 4.550.250.60=0.68工程名称 :*别墅C户型 续表5.18轴： 1.250.250.35=0.11 2.250.250.40=0.239轴： 8.200.250.40=0.821/9轴： 3.350.250.40=0.3410轴： 5.80(0.250.50+0.120.10)=0.79 异型梁11轴： 2.85(0.250
18、.40+0.120.10)=0.32 异型梁KL12： 4.211.080.25=1.14 B轴： 3.450.250.93=0.80C轴： 6.70(0.250.70+0.120.10)=1.25 异型梁D轴： 3.250.250.40=0.33E轴： 2.150.250.70=0.385.400.250.45=0611/E轴：2.450.250.35=0.21F轴： 3.050.250.45=0.34 3.050.250.60=0.46 4.00.250.55=0.55G轴： 2.450.250.67=0.41 7.60.250.60=1.14 3.90.250.35=0.34H轴： 1.
19、550.250.30=0.12 3.75(0.250.5+0.120.10)=0.51 异型梁J轴： 12.050.250.50=1.51 合计：异形梁：4.29M3 0.6m以内：11.88M3 0.3m以内：0.15M3 0.6m以上：3.05M323屋面梁：H=5.05M：5.550.250.40=0.561.050.250.40=0.11H=6.32M：5.251.22070.250.40=0.64H=4.83M：6.631.22070.250.40=0.81H=3.65M：(1.6+3.25+4.35+2.03+3.63+2.33+4.43+10.15+4.95+6.05)0.250
20、.40=4.284.350.250.50=0.54H=6.0M：2.200.250.40=0.22H=6.94M：6.050.250.50=0.76H=9.35M：4.200.250.40=0.42H=4.4M：4.351.22070.250.50=0.61H=4.83M：6.91.22070.250.40=0.84H=5.22M：3.91.22070.250.37=0.44H=4.75M：4.91.22070.250.50=0.752.81.22070.250.40=0.34H=4.28M：1.551.22070.250.30=0.14H=4.70M：2.751.22070.250.45=0
21、.38工程名称 :*别墅C户型 续表5.1H=5.37M：11.330.250.40=1.13H=5.36M：5.70.250.40=0.57H=4.59M：5.031.22070.250.40=0.61 合：0.3m内：0.14M3 0.6m内：14.01M3 超高1m： 6.28 M3 超高2m： 5.93 M3 超高3m： 0.86 M3 超高4m： 1.18 M324C25钢砼拱形梁（2.70-0.35）1.08-3.141.321.05/360+1.230.79/2=0.48 M325C25钢砼构造柱一层：0.240.243.35+0.240.033.310=1.19二层：0.240
22、.24(3.734+5.522+5.17+6.78)+ 0.240.03(3.738+5.524+5.172+6.782)=2.73 合计：3.92M326C25钢砼楼梯柱TZ:0.250.250.33+0.250.251.822=0.25 27C25钢砼圈梁：QL1：0.250.254.75=0.30QL2：(0.732+6.5+4.35)0.250.42=1.29烟囱内圈梁：（0.30.2+0.360.1）(0.5+0.8)=0.125 合：1.71M3 28C25砼烟囱封顶二次浇捣：（0.6+1.10）20.241.50+0.30.34(0.6+1.10)2+(0.5+0.740.4/2
23、-0.260.301.1=1.76M329C25钢砼平板：二层H=100mm：(6.06+16.42+21.86+5.31+30.48)0.1=8.01H=120mm：(6.37.2+3.856.9-51.20.25)0.12=7.10H=130mm：3.953.950.13=2.03H=150mm：(5.464.85+3.952.75+5.751.85)0.15=7.20 合计：100mm以内: 8.01M3 100mm以上: 16.33M330C25钢砼屋面斜板=35H=120mm:5.3511.95+8.954.50+11.352.70+14.052.65+10452.10+6.251.
24、80-146.40.25=(168.68+1.562.76)1.22070.12=25.34 M3=30一层屋面: 24.3(0.060.06+(0.24+0.35)0.12/2+0.890.10)=3.11 M3露台: 6.96(1.050.12+(0.15+0.20)0.12/2)=1.023 M331C25钢砼直形楼梯:1.200.27+1.207.32=9.11 M232C25钢砼挑檐:(0.290.26+0.090.20+0.120.08+0.10.08)8.84+(0.500.12+0.120.18+0.060.06)2.44+(0.060.06+(0.18+0.26)0.12/2
25、+(0.08+0.15)0.1/2+0.460.12)(6.54+2.52+6.08+6.32+5.84+10.02+2.42+4.48+3.32+4.5+1.78+3.6+2.10+7.82+2.42)+5.34(0.047+0.060.06+0.120.30)+8.030.11=9.39+0.0450.6210=9.67 M333C20素砼门槛、墙槛:0.240.10.92+0.240.150.8=0.07 M234C25砼线脚: 节点10/11(0.10.06+0.060.35)23.04+41.20+6.84)=1.91 M335C20砼楼面翻边0.240.18（18.05+17.95
26、+9.10+6.05）=2.21 M336C25钢砼栏板（050.6+0.060.06+0.120.12+0.060.05-3.140.45263/360）7.26=1.52 M337M5混合砂浆砌240厚页岩(外墙)：一层:4.756.32+2.583.8-15.67-3.75+1.82.9+1.012.37+0.532.5-0.9+6.712.6-2.7-7.2+5.812.8-1.44+2.852.9-2.16+3.752.55-0.72+0.652.9-0.6+6.962.63-12.48+6.052.95-2.25-5.76+1.062.8+5.556.32-8.64=112.120
27、.24=26.91 M3工程名称 :*别墅C户型 续表5.1二层:1.052.9+3.454.43-0.9-1.35+1.63.23+3.352.93-2.7+4.454.01+2.033.23+3.633.33-2.07-1.8+2.213.33+1.733.28+1.313.79-0.9+2.353.75+8.653.33-1.8+4.353.23-2.07-1.8+4.953.33+6.053.33-2.252-5.76+2.21.69=154.17/0.24=37.00 M3 合:63.91 M338M5混合砂浆砌砂加气砼砌块(内墙):一屋:1.052.9+0.62.37+5.392.
28、7+5.412.9+7.102.75-2.162+3.362.9-2.16+9.062.7-2.16-1.922+1.612.9+2.252.9+2.762.9=95.160.24=22.84二层:4.553.91+3.684.43+65.14-2.162+3.314.43+1.684.95+34.23+2.334.18-1.92+2.634.01+4.085.12-1.92=133.620.24=32.07 M3 合:54.91 M339墙面抹灰工程：内墙1:20厚1:2.5水泥砂浆抹面,界面剂一道: (1.76+1.86)23.23-0.82.4+(2.16+2.76)23.23-0.82
29、.4+(2.46+2.76)23.23-0.92.4+(3.96+2.76+2.46+2.76)3.43+2.764.396+3.965.40-0.82.4+2.764.59+2.464.59-0.82.4=177.48 M2腻子批白:177.48 M2内墙2:混合砂浆抹底灰:(1:1:6底,1:0.5:2.5面) 界面剂一道:一层:(5.766.7+(2.3+1.96+7.2+5.6+(3.36+6.06)2+1.26+(2.26+3.36)2+9.8+7.2)3.2+(3.36+6.06)23.6+2.165.56+6.064.80-(15.67+0.9+2.166+2.7+72+0.72
30、2+1.082+1.922+2.16+2.25+5.76+0.80.9+4.322) -44.15=246.24 M2二层:1.83.50+(4.2+1.98)3.40+5.224.293+3.363.40+2.43.40+1.23.82+1.263.40+2.464.59+34.59+3.663.40+4.325.40+34.396+(5.462+4.86+6.96)3.40+3.964.454+66.232+1.85.22-(1.35+0.9+2.7+1.926+2.162+2.072+0.9+1.8+2.252+5.76) =391.04 M2 合:637.28 M240砼墙：（2.4+
31、3.3+2.72+2.4）3.27=44.15 M241墙面钉挂钢丝网（177.48+637.28+44.15）0.3=257.67 M242天棚素水泥砂浆结合层(1:1:6底,1:0.5:2.5面):(16.025+20.36+152.67-5.881.32)1.30+(10.93+6.79+116.04+7.21.32)1.52=453.44 M2 腻子批白: 453.44 M243楼梯水泥砂浆抹灰：9.1144平屋面：1:8水泥炉渣找坡： (2.463.16+2.164.5+4.53.36+3.365.34+6.960.96)0.1=57.240.1=5.72M320厚水泥砂浆找平屋：
32、57.24M23厚APP改性沥青防水卷材： 57.24+(7.78+39.95)0.3=71.56M235厚挤塑聚苯保温板： 57.24M2无仿布一层： 57.24 M240厚C20现浇细石砼面层： 57.24 M2b200冷拔丝钢筋： 57.240.99=56.67Kg20020010仿石广场地砖(20厚1:3干硬性水砂)： 56.67M3工程名称 :*别墅C户型 续表5.145坡屋面=35：20厚1:3水泥砂浆找平层： 15.76.34-2.75.1+5.9612.34-2.43.26+7.5415.04+0.623.62-4.21.8-3.63.9=245.541.2207=299.73
33、M33厚APP改性沥青防水卷材： 299.73M240挤塑聚合物保温板： 299.73M23050硬木防滑条： 299.73M2砼板上钉挂瓦顺水条： 299.73M2阻隔膜卷材： 299.73M2青灰色英红瓦屋面： 299.73+85.400.07=305.71M246小屋面 =30：20厚1:3水泥砂找平层：(7.2+10.14+0.9+4.5)0.9+6.961.08=27.981.1547=32.31M2砼板钉挂顺水条,挂瓦条：32.31M2青灰色英红瓦小屋面:32.31+29.700.07=34.39 M2=42.34:20厚1:3水泥砂找平层：(5.1+7.2)0.451.353=7
34、.49 M2砼板钉挂顺水条,挂瓦条：7.49 M2青灰色英红瓦小屋面: 7.49+12.30.07=8.35 M247青灰色英红瓦屋脊: (6.342+0.45+3.62+4.97+1.35+1.8+0.6+3.17+4.37)1.5779+1.8+6.47+5.1+5.7+0.9+0.91.5274=77.55 M48成品檐沟安装:85.40-4.8+6.96=87.56M49楼面工程1:一层卫生间、设备间，二层3#卫生间100厚C20素砼找坡层: 1.861.76+2.162.76+2.462.76=16.025+3.962.76=26.960.10=2.696M31:6水泥焦渣填充: 2
35、6.960.045=1.213 M32厚JS防水涂料: 26.96+(6.44+9.04+9.45+12.54)0.3=27.29 M230厚1:3水泥砂找平层: 26.96 M250楼面工程2:（二层其余卫生间）1:6水泥焦渣填充: 2.462.760.045=0.306 M3100厚C20素砼找坡层: 6.790.10=0.679 M2水泥砂抹面(12厚1:2.5底,13厚1:5面屋): 6.79 M251车库细石砼地面:40厚C20细石砼面层: 3.366.06=20.36 M2冷拔钢丝: 20.360.99=20.16Kg1:2水泥砂压光: 20.36 M252其佘为水泥砂浆楼地面(2
36、5厚1:2.5水泥砂打底,1:1.5水泥砂压光):一层:6.069.96+4.27.26-3.121.32+5.762.76+3.366.06+2.263.36+1.265.6+2.166.96=152.67 M2二层:5.464.86+5.764.86+3.963.96+1.568.7+2.644.5+1.52.7+3.364.86=116.04 M2 合:268.71 M253水泥砂浆踢脚线（118.72+92.60）0.12=25.36 M254剪力墙:1:3水泥砂浆抹灰 （2.4+3.3+2.72+2.4+0.24）(3.27+2.35)=77.22 M2墙面铺贴1.5厚三元乙丙防水卷材: 77.22 M2墙面贴40厚聚苯板保护层： 77.22 M255600宽砼墙角护坡:(2.04+6+4.9+6.7+1.5+0.9+3.6+6.3+0