工程量计算表 (2).doc

序号项目名称计算公式单位数量1建筑面积.第二层建筑面积：S=(48.2+0.2)(1.5+2.3+0.4+1.2+1.4+0.2)+(2.6+1.2)(4.82-0.92+0.2)+(0.2+0.98)(1.1+2.6+1.1+0.2)+0.88(1.1+2.6+0.2)+1/2(1.1+2.1+1.15-0.8)(0.21.4)4 =748.4+3.846.6+1.185+.35.0+0.883.9+11.36 =338.8+177.08+5.9+4.922+11.36=538.062 m2去除部分：S=(1.8-0.2)(2.6+1.2+0.2)=6.4二层建筑面积：S=538.062-6.4=531.662 m23.第三、五、七、九层建筑面积S=(48.2+0.2)(1.5+2.3+0.4+1.2+1.4+0.2)+(2.6+1.2)(4.82-0.92+0.2)+0.3(1.1+2.6+1.1+0.2)+0.3(1.1+2.6+1.1+0.2)+1/2(1.5+0.75+1.1+2.1+0.2+0.45)1.64 =48.4+177.08+1.5+1.5+19.52 =538.4 m2去除部分面积：S=(1.8-0.2)(2.6+1.2+0.2)=6.4奇数层单层面积:S=538.4-6.4=532 m24.第四、六、八、十层建筑面积：S=(4.82+0.2)(1.5+2.3+0.4+1.2+1.4+0.2)+(2.6+1.2)(4.82-0.92+0.2)+0.3(1.1+2.6+1.1+0.2)+0.3(1.1+2.6+1.1+0.2)+1/21.6(1.1+2.1+0.45+0.1) 748.4+3.846.6+1.5+1.5+12 530.88 m2去除部分：S=(1.8-0.2)(2.6+1.2+0.2)=6.4 m2第四、六、八、十层单层建筑面积：S=530.88-6.4=524.48 m25.第十一层建筑面积：S=(4.82+0.2)(1.5+2.3+0.4+1.2+1.4+0.2)+(2.6+1.2)(4.82-0.92+0.2)+0.3(1.1+2.6+1.1+0.2)+0.3(1.1+2.6+1.1+0.2)+1/21.6(7.35-0.75+0.2+0.1)4 =748.4+3.846.6+1.5+1.5+22.08 =540.96 m2去除部分：S=(1.8-0.2)(2.6+1.2+0.2)=1.64=6.4 m2第十一层建筑面积：S=540.96-6.4=534.56 m26.跃层建筑面积：S=(4.82+0.2)(1.5+2.7+1.2+1.4+0.2)+(4.82-0.92+0.2)+0.3(1.1+2+1.1+0.2)+0.3(1.1+2.6+1.1+0.2)-(7.35-0.75-1.15-0.1)(1.5+2.7+1.2-0.2)4-(1.2-0.2)(6.8-1.1-0.2)4-(2.6-0.2)(6.8-0.2)4-(1.5-0.2)(2.1-0.2)2-(1.8-0.2)(2.6+1.2+0.2)=48.47+3.846.6+1.5+1.5-5.355.24-5.54-15.844-4.94-6.4 =338.8+177.08+3-111.28-85.36-4.94-6.4 =310.9 m2 2平整场地按首层建筑面积计算：（计算内容见1）S784.9732 m2m2784.9733挖地槽（采用机械挖土、坑内作业、全挖）按设计图示尺寸以基础执导底面积乘以挖土深度计算主楼 轴上-E (2.8+0.03)3.65(1.43+1.5+2.3+1.6+1.4)=85.012 m2 1/23.651.068.43=16.308 m3 1/23.651.062.83=5.475 m3 1/30.293.65=1.363 m3 -35轴上-F 8.32(3.6-1.2+3+4.35+2.0+4.35+3+3.6+3.6+3+4.35+2.1+3.25+1.1+0.9+1.8+0.3+2.7+0.9+1.63)3.65+0.593.1071.063.6+1/30.293.65+16.308=1565.5911-35轴F-G (48.43+1.63)1.433.65+1/281.433.6521.06+41.363=272.273G-H(0.1+2.6-1.43)+1.2+(1.4+0.03)-3.93.6549.26+61.363+3.93.651/22+1/21.063.6549.26=818.922(0.3+1.43)(8.6+2.8+0.06)3.65+41.363+41/2(0.3+1.43)1.063.65=91.203土方回填基底面积 主体 :782.13,群房:296.05主楼碎石垫层体积：0.53.12=3.10.13.12=0.620.853.12=5.270.853.12=5.270.13.12=0.620.53.12=3.1(3.8-2.8)2=2(3.8-2.8)2=2(3.8-2.8)(3-2.8)2=0.4(782.13-3.12-0.622-5.272-4-0.4)0.3=227.916C15混凝土基础垫层： 1.13.12=6.820.73.12=4.341.453.12=8.991.13.12=6.820.73.12=4.341.453.12=8.991.62=5.121.62=5.12 1.60.22=0.64 (782.13-6.822-4.342-8.992-5.122-0.64)0.1=73.095条形基础：C30钢筋混凝土轴、35轴-E 1.220.45(1.5+2.3+1.6-0.1)25.01210.02轴、33轴-E 1.120.45(1.5+2.3+1.6-0.1-1)4=4.2574=17.028轴-35轴(48-2.4)0.452=41.04-30轴上A- E(1.5+2.3+1.6-0.1-1)0.4525=19.35E-F轴上筏板F1(0.1+1.4+1)0.6(1.2+0.9+3+1.8+2+3+2.6+3+2+1.8+3-1.4)2=34.352=68.7筏板F4：(1.42+0.92)0.6(0.1+1.4+2.6+.2+0.3+1)=18.216G轴- 1.820.454=6.4815、21轴4-4：20.60.36=2.16H轴-：20.45(1+3+1.8+0.2-1)=6.12筏板-12：(1+3+2.6+3+1)0.6(1.3+1.2+1.4)2=49.608H轴14-15：20.45(1+1.8+3-1.4)2=7.9232、34轴：20.45+(1.1+1.2)0.451.8=3.483钢筋混凝土暗梁： 轴：0.4(0.8-0.45)(1.5+2.3+1.6-0.5-0.2)=0.658 轴: 0.4(0.6-0.45)(2.6+1.2-1-0.2)=0.156 轴、轴：0.6582=1.316 轴、17轴：0.1562=0.312 轴、14轴：0.0562=0.112 轴、12轴：0.1562=0.312 轴、11轴：0.40.35(1.2+0.3-0.4)2=0.5142=0.3080.4(2.6-0.4)(1.1-0.45)2=0.5722=1.14413 轴：0.4(1.3-0.45)4.7=1.59815 轴：0.4(0.6-0.45)2.6=0.156L轴：0.40.15(2.1-0.4)=0.10216 轴：0.4(0.8-0.45)4.7=0.65818 轴：0.4(1.1-0.45)4.7=1.222：0.4(0.8-0.45)(3.6+0.2+3+4.35+2.1+4.35+3+3.6)=3.388EF轴：3.3882G轴: 0.40.35(3+2.6+3-50.4)=0.924H:0.4(0.8-0.45)(3+0.2+1.8+2+3+2.6+3+2+1.8+3+0.9)=3.262E-F轴：0.4(1-0.45)(1.4-0.4+0.5-0.2)=0.2868=2.288总：24.081248.162m3地下剪力墙加地下砖基础： 16：0.4(3.25-0.8)4.75=2.3035=11.515 15、17：0.2(3.25-0.6)2.64=1.3784=5.512、13: 0.2(3.25-1.3)4.72=1.8332=3.666、14: 0.2(3.25-0.8)0.42=0.1962=0.392、12: 0.2(3.25-0.6)2.62=1.3782=2.756、11: 0.2(3.25-0.8)0.52=0.2452=0.49 0.2(3.25-1.1)2.12=0.9032=1.80618: 0.2(3.25-1.1)4.7=2.021轴: 0.2(3.25-0.8)24.2=11.858E、F轴: 11.8582=23.716C轴: 0.2(3.25-0.6)1.7=0.901G轴: 0.2(3.25-0.8)6.6=3.234H轴: 0.2(3.25-0.8)23.3=11.417E-F轴、-18：0.2(3.25-1)138=0.5858=4.68总：83.9642167.928m地下剪力墙：0.462.45=1.1270.442.452=1.0782=2.1560.322.45=0.7841.70.22.45=0.8330.50.22.65=0.2651.60.22.652=1.6960.650.22.452=0.6370.462.452=1.1272=2.2540.472.452=1.15152=2.3030.40.22.45=1.1961.70.22.65=0.9010.422.452=1.0292=2.0582.40.21.952+0.50.22.452=2.3620.882.45=2.1561.41752.45=3.47328.6312=57.262 m地下剪力墙：167.928-57.262=110.666 m基础回填：2854.784-227.916-250.125-48.162-167.928=2087.558混凝土基础：57.262+31.28488.546 m基础回填：2854.784-227.916-73.095-250.125-48.162-167.928=2087.558室内回填：(3.4+2.8+4.15+0.9+4.15+2.8+3.4)5.20.452+1.2(48-0.24)+2.83.60.452+3.61.60.45+1.83.60.45+2.83.60.45+2.43.60.45+4.61.30.45+2.83.60.45+2.83.60.452=185.958m2854.78砌筑工程（外墙、内墙、实心砖柱、零星砌筑）1. 砖基础 （M10混凝土实心砖、M10水泥砂浆砌筑） 0.20.454.752.115 0.20.452.640.936 0.20.454.720.846 0.20.450.420.072 0.20.452.620.468 0.20.450.520.09 0.20.452.120.378 0.20.454.70.423 0.20.4524.236.534 0.20.451.70.153 0.20.456.60.594 0.20.4523.32.097 0.20.451.380.936合：15.6422=31.284m31.284-23.2750.45=20.810 m砖基础：110.666+21.810=131.476 m2. 实心砖墙（加气砼块）一层：外墙（20.42）（二层梁配筋图上标号） 0.2(2.9-0.6)(1.5+2.3+1.6-1.6-1.5)=1.058 m 0.2(2.9-0.45)(1.4-0.2)-0.71.50.2=0.378m 0.2(2.9-0.6)(2.6+1.2-1.6-0.6)=0.736 m 0.2(2.9-0.45)(3-0.752)-1.51.5=0.285m 0.2(2.9-0.45)(1.8-0.2)+(2.9-0.45)(2-0.2)-0.91.5-1.01.5=1.096 0.6(2.9-0.3)(3-1.1-0.1)=0.936 =0.936 =1.096 =0.285 0.2(2.9-0.3)(0.9-0.2)-0.551.52=0.39811=12=13=14=15=16=17=0.2(2.9-0.6)(2.6-0.225-0.1)+0.2(2.9-0.6)1.6-2.2752.20.2=0.7815 0.2(1.4-0.2)(2.9-0.45)-1.02.20.2=0.148 0.22.4(2.9-0.6)-2.42.20.2=0.048 0.2(2.9-0.45)(3.6-0.7)-1.81.95=0.719 0.2(2.9-0.45)(3.0-0.75-0.1)-1.52.4=0.335 0.2(2.9-0.45)(4.35-0.6-1.15)-2.12.4=0.226 0.2(2.9-0.45)(2.1-0.2)-0.92.10.2=0.553 =22 =21 =20 =2021 =2122 =2223 =2324 =2225 =2126 =20(二)内墙 （37.6975） 0.2(3-0.7-0.1)(2.9-0.4)-0.92.13=2.116 0.2(2.6+1.2-1.7)(2.9-0.35)3=3.213 0.2(2.6+1.2-0.7)(2.9-0.35)3=4.743 0.2(1.8-0.2-0.8)(2.9-0.25)3=0.533=1.59 0.2(2.6+1.2-1.6-0.1)(2.9-0.3)-1.52.13=0.4623=1.386 0.2(2.0-1.5+0.1)(2.9-0.35)3=0.2043=0.612 0.2(2.6-0.6-0.1)(2.9-0.45)4=0.9314=3.724 0.21.2(2.9-0.45)-1.22.14=0.336 0.2(2.1-0.2)(2.9-0.45)2=0.9312=1.862 0.2(3.0-1.7-0.1)(2.9-0.3)-0.92.13=0.2463=0.738 0.2(1.5+2.3+1.6-2.3-0.1)(2.9-0.4)3=1.53=4.5 0.2(1.5+2.3+1.6-1.6-0.6)(2.9-0.4)-0.923=1.243=3.72 0.2(0.3+0.9+0.1)(2.9-0.3)-0.92.13=0.2983=0.894(10.95-1.6-1.7-0.1)0.2(2.9-0.3)+(10.7-1.35-0.6)0.2(2.9-0.45)=8.2135总：37.6975隔墙： 0.1(0.8=+0.7+0.5)(2.9-0.35)=0.51 0.1(1.2+1.4)(2.9-0.3)-0.82.1=0.508 0.11.5(2.9-0.3)+1.6(2.9-0.25)=0.814 0.1(1.8-0.2)(2.9-0.25)-0.82.1=0.24 0.1(1.2+0.3-0.2)(2.9-0.35)-0.82=0.1715 0.10.5(2.9-0.3)+1.5(2.9-0.3)-12=0.32总：+3+4+2+(1.2+0.8)(2.9-0.25)-0.82.10.2=8.226m则一层砌筑总体积：66.3435m二层：外墙：1.058+0.558+0.736+0.285+1.096+0.936+0.936+1.096+0.285+0.398+0.285+1.096+0.936+0.936+1.096+0.285+0.736+0.588+1.058+0.719+0.3335+0.266+0.931+0.266+0.3335+0.719+0.719+0.3335+0.266+0.931+0.266+0.3335+0.719+(2.2+1.7)0.2(4.77+0.3-0.45)2+(2.6+2)0.2(2.2+0.17+2.4+0.3)-0.24.62.82=30.8676内墙：(0.732+1.071+1.581+0.53+0.462+0.204+0.931+0.246+1.5+1.24+0.298)4+0.336+0.9312=37.338m隔板：(+)4+2=9.614三层：（三、五、七、九层）外墙：30.86764=123.4704内墙：37.3384=149.352隔板：9.1644=38.456四层（四、六、八、十层）外墙：123.4704内墙：149.352隔板：38.456零星砌筑：一层：阳台：1.50.2(0.9+0.45)6+(1.5+0.75+1.1+2.1+1.15-0.8-0.1)0.21.353=7.047坡道：0.1(1-0.1+0.9+3.6)(0.45+0.9)22=0.729(0.6+0.75-0.2)4(29.9+0.45)0.2=27.922围墙：（0.82+0.9）（0.45+0.9）0.2=0.675二层：阳台:1.510.28+(4.35-0.8-0.2)0.10.22+(4.35-1-0.2)10.22=5三，五，七，九层：阳台：1.51.40.28+(1.5+0.75+1.1+2.1+1.15-0.8-0.1)0.21.442=9.662=38.64四，六，八，十层：阳台：54=20十一层：阳台：1.51.40.28+(7.35+0.6-0.3)0.21.44=11.928跃层：围墙：(1.6-0.1)0.2(34.8-29.9)2=2.94阳台：(5-1.1-0.1-0.1)2+(1.8+3+0.9-0.1)2+(1.5+0.2)20.20.9=3.96m949.51混凝土工程现浇混凝土梁:二层:1. LL1:V=(2.3+1.5+0.2-1.7)0.20.6=0.2762. KL1(1):V=(1.4-02)0.20.450.108V=(1.45-0.1)0.20.45=0.12V=0.233.L25(1):V=(0.9-0.2)0.150.3=0.034.KL2(1):V=(2.6+1.2-0.6-1.6)0.20.6=0.1925.LL6:V=(3-0.752)0.20.45=0.1356.KL13(1):V=(1.8+2-0.5-0.1)0.20.45=0.2887.KL14(1):V=(3-1.2-0.1)0.20.45=0.1538.KL14(1):V=(3-1.2-0.1)0.20.45=0.153 9.KL15(1):V=(2+1.8-0.5-0.1)0.20.45=0.28810. KL16(1):V=(2+1.8-0.5-0.1)0.20.45=0.28811.KL14(1):V=(3-1.2-0.1)0.20.45=0.153 12.KL19(2):V=(2.2-0.1+2.4)0.20.45=0.40513.KL6(1):V=(3.6-0.6-0.1)0.20.45=0.26114.XL1:V=1.50.20.45=0.13515.L10(3):V1=(4.35-0.2)0.20.45=0.3735V2=2.10.20.45=0.189V3=(4.35+0.2)0.20.45=0.4095V=0.3735+0.189+0.4095=0.97216.LL4:V=(3-0.75-0.1)0.20.45=0.193517.KL7(1):V=(4.35-1.15-0.6)0.20.45=0.23418.XL2:v=(1.5-0.2)0.20.45=0.11719.Xl2:v=(1.5-0.2)0.20.45=0.117 20.XL1: V=1.50.20.45=0.135 21.KL8(2):V1=(3.6-0.6-0.1)0.20.45=0.261V2=(3.6-0.2)0.20.45=0.306V=0.56722.KL7(1): V=(4.35-1.15-0.6)0.20.45=0.234 23. LL4:V=(3-0.75-0.1)0.20.45=0.1935 24. LL4:V=(3-0.75-0.1)0.20.45=0.1935 25. XL1:V=1.50.20.45=0.135 26.L10(3):V=0.3735+0.189+0.4095=0.97227. KL7(1):V=(4.35-1.15-0.6)0.20.45=0.23428. XL2:v=(1.5-0.2)0.20.45=0.117 29. XL2:v=(1.5-0.2)0.20.45=0.117 30.LL7:(2.1-0.2)0.20.45=0.17131. LL7:(2.1-0.2)0.20.45=0.17132. KL7(1):V=(4.35-1.15-0.6)0.20.45=0.23433. XL1:V=1.50.20.45=0.13534. 16.LL4:V=(3-0.75-0.1)0.20.45=0.193535. KL6(1):V=(3.6-0.6-0.1)0.20.45=0.26136.L13(1) :V=(3.6-0.2)0.20.35=0.23837.KL13(1):V=(2.3+1.6-0.6-0.1)0.20.4=0.25638:L12(1):V=(3-0.2)0.20.3=0.16839.L5(1):V=(1.5+2.3+1.6+1.4-2.3-0.1)0.20.4=0.35240.KL4(1):V=(2.3-0.2)0.20.4=0.16841.L11(1):v=(2.1-0.2)0.20.3=0.11442.KL4(1): V=(2.3-0.2)0.20.4=0.168 43. L5(1):V=(1.5+2.3+1.6+1.4-2.3-0.1)0.20.4=0.352 44.KL3(1):V=(2.3+1.6-0.6-0.1)0.20.4=0.25645.L9(1):(2.3+1.6+1.4-0.2)0.20.45=0.459(1.1+0.1)0.20.3=0.072V=0.459+0.072=0.53146.KL3(1): V=(2.3+1.6-0.6-0.1)0.20.4=0.256 47.L5(1): V=(1.5+2.3+1.6+1.4-2.3-0.1)0.20.4=0.35248. KL4(1): V=(2.3-0.2)0.20.4=0.16849. L11(1):v=(2.1-0.2)0.20.3=0.11450. KL4(1): V=(2.3-0.2)0.20.4=0.16851. L5(1):V=(1.5+2.3+1.6+1.4-2.3-0.1)0.20.4=0.35252. KL3(1):V=(2.3+1.6-0.6-0.1)0.20.4=0.25653. L12(1):V=(3-0.2)0.20.3=0.16854. L12(1):V=(3-0.2)0.20.3=0.16855.L1(1):V=(1.4+1.2-0.3)0.150.3=0.103556.L16(1):V=(3.6-2.1-0.2)0.20.3=0.07857.L3(1):V=(1.85-0.15-0.1)0.150.25=0.0658.L17(1):V=(3-1.7-0.1)0.20.3=0.07259.KL5(1):V=(2.6+1.4+1.2+0.3-0.2-0.1-0.6)0.20.45=0.41460.L7(1):V=(0.4+1.2-0.2)0.10.3=0.04261.KL9(1):V=(2.1-0.2)0.20.4=0.15262.LL5:V=(2.1-0.2)0.20.4=0.15263. L3(1):V=(1.85-0.15-0.1)0.150.25=0.06 64.L18(1):V=(3-1.7-0.1)0.20.3=0.07265.L19(1):V=(3.6-2.1-0.2)0.20.3=0.07866.L14(2):v=(3.6-0.2)0.20.352=0.47667.L8(1):V=(1.2+1.4-0.3)0.150.35=0.120768.L8(1):V=(1.2+1.4-0.3)0.150.35=0.120769.L20(1):v=(3.6-2.2-0.1)0.20.3=0.07870. L3(1):V=(1.85-0.15-0.1)0.150.25=0.06 71. L12(1):V=(3-0.2)0.20.3=0.168 72. L17(1):V=(3-1.7-0.1)0.20.3=0.072 73. KL9(1):V=(2.1-0.2)0.20.4=0.152 74. KL9(1):V=(2.1-0.2)0.20.4=0.152 75. L7(1):V=(0.4+1.2-0.2)0.10.3=0.042 76. L3(1):V=(1.85-0.15-0.1)0.150.25=0.06 77.L21(1):V=(0.9+2.1-1.7-0.1)0.20.3=0.07278. L19(1):V=(3.6-2.1-0.2)0.20.3=0.078 79. L1(1):V=(1.4+1.2-0.3)0.150.3=0.103580.L15(1):V=(3.6-2.1-0.1-0.1)0.20.35=0.09181.LL3:V=(3.8-1.6+0.1)0.20.4=0.18482.KL22(2):(1.4-0.2)0.20.4=0.096(1.45+0.2)0.20.4=0.132V=0.22883.KL10(1):V=(3+1.8-0.7-0.1)0.20.4=0.3284.L2(1):V=(2.6+1.2-1.6-0.1)0.20.3=0.14785.L26(1):V=(1.8-0.2)0.150.25=0.0686.L4(1):V=(2.6+1.2-0.2)0.20.35=0.25287.L6(1):V=(2.6+1.2-1.6-0.1)0.20.3=0.12688.L22(1):V=(3-0.2)0.20.35=0.19689.L28(1):V=(3-1.1-0.2)0.20.3=0.10290.L23(1):V=(2.6-0.2)0.20.35=0.16891. KL5(1):V=(2.6+1.4+1.2+0.3-0.2-0.1-0.6)0.20.45=0.41492.L29(1):V=(3-1.1-0.2)0.20.3=0.10293.L24(1):V=(3-0.2)0.20.35=0.19694.L6(1):V=(2.6+1.2-1.6-0.1)0.20.3=0.126 95. L4(1):V=(2.6+1.2-0.2)0.20.35=0.252 96.L27(1):(1.8-0.2)0.150.25=0.0697. L2(1):V=(2.6+1.2-1.6-0.1)0.20.3=0.147 98.LL2:V=(2.6+1.2-1.6-0.6)0.20.4=0.12899.KL11(1):V=(1.8+3-1.7-0.1)0.20.4=0.24100. KL11(1):V=(1.8+3-1.7-0.1)0.20.4=0.24 101.KL12(1):V=(0.9-0.2)0.20.52=0.14102. KL11(1):V=(1.8+3-1.7-0.1)0.20.4=0.24103. L2(1):V=(2.6+1.2-1.6-0.1)0.20.3=0.147104. L4(1):V=(2.6+1.2-0.2)0.20.35=.0.252105. L26(1):V=(1.8-0.2)0.150.25=0.06106. L6(1):V=(2.6+1.2-1.6-0.1)0.20.3=0.126107. L28(1):V=(3-1.1-0.2)0.20.3=0.102108. .L22(1):V=(3-0.2)0.20.35=0.196109. KL5(1):V=(2.6+1.4+1.2+0.3-0.2-0.1-0.6)0.20.45=0.414110. KL5(1):V=(2.6+1.4+1.2+0.3-0.2-0.1-0.6)0.20.45=0.414111. L23(1):V=(2.6-0.2)0.20.35=0.168112. L24(1):V=(3-0.2)0.20.35=0.196113. L6(1):V=(2.6+1.2-1.6-0.1)0.20.3=0.126114. L29(1):V=(3-1.1-0.2)0.20.3=0.102115 .L4(1):V=(2.6+1.2-0.2)0.20.35=.0.252116. KL10(1):V=(3+1.8-0.7-0.1)0.20.4=0.32117. L27(1):(1.8-0.2)0.150.25=0.06118. L2(1):V=(2.6+1.2-1.6-0.1)0.20.3=0.147119. KL2(1):V=(2.6+1.2-0.6-1.6)0.20.6=0.192120.LL7:V=(2.7+0.3-0.752)0.20.3=0.09121: L25(1):V=(0.9-0.2)0.150.3=0.03122.WKL24(1):V=(0.9-0.2)0.20.4=0.06123.KL17(1):V=(3.25-1.2-0.1)0.20.3=0.117124.KL18(1):V=(2.1-0.2)0.20.5=0.19 V=24.25三层:根据三层梁与二层梁的区别,可知:编号8，11，12，22，32，81，82，120，123，124与二层不同,且三层无编号30.31阳台部分与二层不同,则可得下式:8.KL14(1):V=0.20.4(3-1.2-0.1)=0.13611.V=0.13612.KL20(1):V=(2.2+0.1+2-0.1)0.20.4=0.33622.KL7(1):V=(4.35-0.6-1.15)0.20.45=0.23432.KL7(1):V=(4.35-0.6-1.15)0.20.45=0.23481.LL1:V=0.27682.KL1(1):V=0.171120.LL6:V=0.135123.KL14(1):V=0.153124.KL17(1):V=(2+1.8-0.1-0.5)0.20.45=0.288所以:V1=1+2+.+13=2.46V2=21+22+23+29+32+34+.38=2.54V3= 39+40+.+58=4.26V4=59+60+.+79+80+81+82=3.35V5=83+84+.+106=4.241V6=107+.119+120+121+122+123+124=3.293阳台部分:阳台1:1.XL1:V=(1.5-0.2)0.20.42=0.112.XL2:V=(1.5-0.2)0.20.42=0.113.XL3:V=(1.5-0.2)0.20.42=0.114.L10(2):V=(3+4.35+0.6+0.1)0.20.42=0.68V=1.01阳台2同阳台1部分:V=1.01阳台3=阳台3=1.01大厅顶部梁:1. KL1c(1):V=(2.6-0.2)0.20.58=0.282. L30(1):V=(2.6+1.12-0.2)0.20.4=0.3683. WKL2(1):V=(2.6+1.12-0.4)0.20.4=0.3524. WKL18(1):V=(2.2+3-0.6-0.1)0.20.45=0.4055. WKL18(1):V=(2.2+3-0.6-0.1)0.20.45=0.405 V=1.405大厅顶部梁:1. KL1c(1):V=(2.6-0.2)0.20.58=0.282.L31(1):V=(2.6+1.1-0.4)0.20.4=0.2643.WKL22(1):V=(2.6+1.1-0.4)0.20.4=0.2644.WKL18(1):V=(2.2+3-0.6-0.1)0.20.4=0.365.XL4:V=(0.8-0.1)0.20.2=0.042 V=1.156故三层混凝土梁体积: V=2.46+2.54+4.26+3.35+4.241+3.293+1.014+1.405+1.156=26.745四-十层梁体积:由四-十层梁与二层的区别可知:四-十层无二层标号12部分,标号22、27、32、81、82、120、123、124不同,大厅部分不同,因此可知:22.KL71(1):V=(4.35-1.15-0.6)0.20.45=0.23427. KL71(1):V=(4.35-1.15-0.6)0.20.45=0.23432.KL7(1):V=(4.35-1.15-0.6)0.20.45=0.23481.LL1:V=0.27682.KL1(1):V=0.171120.LL6:V=0.135123.KL14(1):V=0.153124.KL17(1):V=0.288大厅部分梁:1. XL4: (0.8-0.1)0.20.3=0.0422. KL1C(1):V=(2.6-0.2)0.20.58=0.28此大厅部分总体积:V=0.0424+0.282=0.728根据图纸四-十层梁与二翅的重复部分可知:V1=1+2+11+13+.+18=4.0995V2=19+.+21+22+.+27+.+32+38=4.8425V3=39+58=4.2565V4=59+.+81+82=3.372V5=83+.+106=4.241V6=107+.+120+123+.124=3.353 V=4.0995+4.8425+4.2565+3.372+4.241+3.353=24.16五-九层(奇数层)混凝土梁:根据三层梁分布情况,五-九层混凝土梁仅门厅部分有差异,无二层12部分)V1=1+2+.+7+8+9+10+13=2.214V221+22(0.234)+23+.+29+32(0.136)+34+38=2.54V3=39+.+58=4.26V4=59+60+79+80+81(0.276)+82(0.171)=3.35V5=83+84+.+106=4.241V6=107+119+120(0.135)+121+123(0.153)+124(0.228)=3.293五-九层阳台同三层一样,可知阳台1=阳台2=阳台3=阳台4=1.01即阳台梁总体积:V=4.04大厅顶部梁:1. XL4.(0.8-0.1)0.20.3=0.0422. KL1c(1) :v=(2.6-0.2)0.20.58=0.28即顶部梁的总体积:V=0.0424+0.282=0.728由上述可知:五-九层梁的体积: V=2.124+2.54+4.26+3.35+4.241+3.293+4.04+0.728=24.576十一层混凝土梁:由十一层与五-九层梁基本相同,部分有差异:1. LL7:V=(1.8-0.2)0.20.45=0.144V5-9=24.576故梁的体积为:V=v5-9+0.144=24.72跃层混凝土梁体积 (此层标号按本层)1.L1:V=(2.3+1.5+0.2-1.7)0.20.6=0.2762.KL1(1)=0.233.L17(1)=(0.9-0.2)0.150.3=0.0314.KL2(1) V=(2.6+1.2-0.6-1.6)0.20.6=0.195.LL4 V=(3-0.752)0.20.45=0.1356.WKL016(2) V=(1.8+2-0.5-0.1+3-1.1-0.2)0.20.4=0.3927.XL2 V=(0.8-0.1)0.20.4=0.1568.L19(1) V=(2.6+1.12-0.2)0.20.4=0.3689.XL2 V=(0.8-0.1)0.20.4=0.15610.WKL17(2) V=(3-1.1-0.2+2+1.8-0.2)0.20.45=0.47711.L20(5) V=(1.8-0.2+3-0.2+0.92-0.2+1.8-0.2)0.20.45=0.93612.XL5: V=(1.6-0.1)0.20.454=0.5413.WKL18(2) V=(2-0.1-0.5)0.20.45=0.12614. XL2 V=(0.8-0.1)0.20.4=0.15615. L19(1) V=(2.6+1.12-0.2)0.20.4=0.36816. XL2 V=(0.8-0.1)0.20.4=0.15617.WKL19(2) V=(3-1.1-0.2+2+1.8-0.5-0.1)0.20.45=0.44118. LL4 V=(3-0.752)0.20.45=0.13519. KL2(1) V=(2.6+1.2-0.6-1.6)0.20.6=0.1920. L17(1)=(0.9-0.2)0.150.3=0.03121. KL1(1)=0.2322. V=(2.3+1.5+0.2-1.7)0.20.6=0.27623.L2(1) V=0.14724.KL12(1) V=(3+1.8-0.7-0.1)0.20.4=0.3225.L3(1) V=(2.6+1.2-0.6-0.1)0.20.35=0.2226.L4(1) V=(2.6+1.2-1.6-0.1)0.20.3=0.1327.L18(1) V=(3-1.1-0.2)0.20.3=0.1028.L14(1) V=(3-0.2)0.20.35=0.19629.KL1C(1) V=(2.6-0.2)0.20