工程量计算书模板

1、工程量计算书 编 制 人： 审 核 人： 许 茜 编制日期： 工程量计算表 共 29 页 第 1 页序号分部分项工程名称部位与规格单位计算式计算结果一土石方工程1人工挖土方底部面积m³ (56.24+0.0)×(14.64+0.6)1929.464顶部面积m³（56.84+2.05）×（15.24+2.05）1018.208总挖方量m³1/3×2.05×（866.242+1018.208+）1929.4642平整场地10m³（56.24+4）×（12.24+4）97.830二基础工程1基础垫层m³

2、;(2.6+1.6)×1.72+(3.5+2.6+5+3.3+0.8)×(3.9+2.7+1.6)-(2.7-0.8)×0.6+(3.7+1.6)×1.8+(3.3+3+1.9+3.2+2.6+3.6+3.6+2.7+3.3+3.5+2.6+5+3.3+0.8)×(2.7+1.8+2.7+3.9+1.6)-(5.1-1.6+15.1+8.3)×1.5+(1.8+1.5+6)×(3.6+3.6+3.3+3.4+4.2+3.7+3.6+4+3+4+3.7+0.6+1.6)+(3.3+3.4+4.2+3.7+3.6+4+3+4+3

3、.7+0.6)×7.8+7.29×(1.8+2.7+1.8+6+7.8+1.6)×0.1154.4582筏板基础m³2.6×1.72+（3.5+2.6+5+3.3+3）×（2.7+1.8+2.7+3.9）+3.7×1.8-2.7×0.6+（1.9+3.2+2.6+3.6+3.6+2.7+3.3+3.5+2.6+5+3.3）×（2.7+1.8+2.7+3.9-1.5）+2.6×1.72×2+（3.3+3.6+3.6+3.4+4.2+3.7+3.6+4+3+4+3.7+0.6）×

4、（6+1.5+1.8）+（3.4+4.2+3.7+3.6+4+3+4+3.7+0.6）×7.8+（1.8+2.7+1.8+6+7.8）×7.29×0.6773.523三砌筑工程1地下室填充墙m³ 152.930地下室门窗M10201×2×3162GC06050.65×0.5×123.9GC08050.8×0.5×62.4工程量计算表 共 29 页 第 2 页序号分部分项工程名称部位与规格单位计算式计算结果GC09050.9×0.5×41.8GC12051.2×0.5

5、×21.2GC15051.5×0.5×53.75GC18051.8×0.5×10.9240mm填充墙m³（56-6-0.48×2-0.4×13-0.5+14.4-1.5-0.48×2-0.4-0.3+1.22+11-0.3×2-0.4×2+6.6-0.48-0.4-0.3）×0.24×1.4+（0.3+7.5-0.3+18.1-0.6×3+38.8-4×0.6-0.3+7.2-0.3-0.12）×0.24×4.392.6091

6、90mm填充墙m³（56-6-0.48×2-0.4×13-0.5+14.4-1.5-1.8-2.7-0.1-0.4-0.48+6.6-0.48-0.4-0.3）×0.19×0.636.725200mm填充墙m³（3.9-1-0.32+3.3-0.32+2.3-1-0.15+5.08×6+3.67×6+3.9-0.12-1-0.2+2.7-0.05-1）×0.2×1.92+（3.67+10.5-1-0.1+2.1-1-0.2+32.5-0.2-0.12）×3.97×0.261.

7、35100mm填充墙m³（2.55+3.68+4.25×9+2.78+3.78+1.6+1.5+2.3+2.8+2.48+4）×0.1×1.9212.618合计152.9302一层填充墙m³110.602一层门窗FDM10211×2.1×612.6FM丙11181.1×1.8×35.94FM丙06180.6×1.8×33.24FM乙10211×2.1×36.3LM18421.8×2.354.23工程量计算表 共 29 页 第 3 页序号分部分项工程名称部位

8、与规格单位计算式计算结果LM24242.4×2.35×528.2M07210.7×2.1×1116.17M09210.8×2.1×1728.56M18221.8×2.2×311.88C09150.9×1.45×67.83C10151×1.451.45C12151.2×1.45×23.48C13151.3×1.451.885C15151.5×1.45×1123.925C15191.5×1.85×38.325C18151

9、.8×1.452.61C18191.8×1.85×619.98190mm填充墙m³（56.24-0.12×2-0.48-0.4×12-3×2-0.5×3-0.48-0.6+56.24-0.12×2-0.8-0.48-0.4×12-0.6×2+14.64×2-0.12×4-0.48×3-0.4×2-0.3×3）×0.19×2.2850.476200mm填充墙m³（2.42+6.02×6+2.92+4

10、+5.52×3+9.6+4.3+3.67×2+2.8+2.62+3.02+1.6+3.67+3.42×3+2.9+11.24+9.4+4.3×3+0.8+4.9+8.12+5.17+6.5+4.32×3+4.3+3.3+4.3×3）×0.2×2.2892.395100mm填充墙m³2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1+2.6-0.2+1.75-0.2+1.8-0.2+2.4-0.1+2.6-0.2+（1.75-0.2）×2+（1.8-0.1）×2+4.9-0.

11、2+2.6-0.2+2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1）×0.1×2.289.223合计110.6023二层填充墙m³118.386二层门窗工程量计算表 共 29 页 第 4 页序号分部分项工程名称部位与规格单位计算式计算结果FDM10211×2.1×612.6FM丙06180.6×1.8×33.24FM丙11181.1×1.8×35.94LM24242.4×2.35×528.2LM18241.8×2.35×14.23M07210.7&#

12、215;2.1×1116.17M09210.8×2.1×1728.56C09150.9×1.45×67.83C10151×1.45×11.45C12151.2×1.45×23.48C13151.3×1.45×11.885C15151.5×1.45×1123.925C15191.5×1.85×38.325C18151.8×1.45×12.61C18191.8×1.85×619.98C12111.2×

13、1.05×33.78200mm填充墙m³（2042+6.02×6+2.92×4×5.52×3+9.6+4.3+3.67×2+2.8+2.62+3.02+1.6+3.67+3.42×3+2.9+11.24+9.4+4.3×3+0.8+4.9+8.12+5.17+6.5+4.32×3+4.3+3.3+4.3×3）×0.2×2.2892.395190mm填充墙m³（56.24-0.12×2-0.48-0.4×12-3×2-0.5&#

14、215;3-0.48-0.6+56.24-0.12×2-0.8-0.48-0.4×12-0.6×2+14.64×2-0.12×4-0.48×3-0.4×2-0.3×3）×0.19×2.2850.476100mm填充墙m³2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1+2.6-0.2+1.75-0.2+1.8-0.2+2.4-0.1+2.6-0.2+（1.75-0.2）×2+（1.8-0.1）×2+4.9-0.2+2.6-0.2+2.7-0.1+1.9

15、-0.1+2.3-0.1+1.8-0.1×0.1×2.289.223工程量计算表 共 29 页 第 5 页序号分部分项工程名称部位与规格单位计算式计算结果合计9.223+50.476+92.395-（12.6+3.24+5.94+28.2+4.23+16.17+28.56）×0.2-（7.83+1.45+3.48+1.885+23.925+8.325+2.61+19.98+3.78）×0.19118.3864三五层填充墙m³342.561三五层门窗FDM10211×2.1×6×337.8FM丙06180.6

16、5;1.8×3×39.72FM丙11181.1×1.8×3×317.82LM18241.8×2.35×1×312.69LM24242.4×2.35×5×384.6M07210.7×2.1×11×348.51M09210.8×2.1×17×385.68C09150.9×1.5×6×323.49C10151×1.45×1×34.35C12151.2×1.45&#

17、215;5×326.1C13151.3×1.45×1×35.655C15151.5×1.45×11×371.775C15191.5×1.85×3×324.975C18151.8×1.45×1×37.83C18191.8×1.85×6×359.94200mm填充墙m³（2.4+2+6.02×6+2.92+4+5.52×3+9.6+4.3+3.67×2+2.8+2.62+3.02+1.6+3.67+3

18、.42×3+2.9+11.24+9.4+4.3×3+0.8+4.9+8.12+5.17+6.5+4.32×3+4.3+3.3+4.3×3）×0.2×2.28×3277.185工程量计算表 共 29 页 第 6 页序号分部分项工程名称部位与规格单位计算式计算结果190mm填充墙m³（56.24-0.12×2-0.48-0.4×12-3×2-0.5×3-0.48-0.6+56.24-0.12×2-0.8-0.48-0.4×12-0.6×2+14.64

19、×2-0.12×4-0.48×3-0.4×2-0.3×3）×0.19×2.28×3151.428100mm填充墙m³2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1+2.6-0.2+1.75-0.2+1.8-0.2=2.4-0.1+2.6-0.2+（1.75-0.2)×2+(1.8-0.1)×2+4.9-0.2+2.6-0.2+2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1×0.1×2.28×327.669合计342.5615

20、六层填充墙m³114.318六层门窗FDM10211×2.1×612.6FM丙06180.6×1.8×33.24FM丙11181.1×1.8×35.94LM18241.8×2.35×14.23LM24242.4×2.35×528.2M07210.7×2.1×1116.17M09210.8×2.1×1728.56C15191.5×1.85×38.325C09140.9×1.35×67.29C10141

21、5;1.35×11.35C12141.2×1.35×23.24C12241.2×2.4×38.64C13141.3×1.35×11.755C15141.5×1.35×1122.275工程量计算表 共 29 页 第 7 页序号分部分项工程名称部位与规格单位计算式计算结果C18141.8×1.35×12.43C18181.8×1.75×618.9200mm填充墙m³（2.42+6.02×6+2.92+4+5.52×3+9.6+4.3+3.6

22、7×2+2.8+2.62+3.02+1.6+3.67+3.42×3+2.9+11.24+9.4+4.3×3+0.8+4.9+8.12+5.17+6.5+4.32×3+4.3+3.3+4.3×3)×0.2×2.2892.395190mm填充墙m³（56.24-0.12×2-0.48-0.4×12-3×2-0.5×3-0.48-0.6+56.24-0.12×2-0.8-0.48-0.4×12-0.6×2+14.64×2-0.12×

23、4-0.48×3-0.4×2-0.3×3）×0.19×2.2850.476100mm填充墙m³2.7-0.1+1.9-0.1+1.8-0.1+2.6-0.2+1.75-0.2+1.8-0.2+2.4-0.1+2.6-0.2+（1.75-0.2）×2+（1.8-0.1）×2+4.9-0.2+2.6-0.2+2.6-0.2+2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.10.1×2.289.223合计114.3186阁楼层填充墙m³54.321阁楼层门窗C15121.5×2.

24、1×39.45C2421×630.24200mm填充墙m³（1.8+2.7+1.8-0.28-0.4-0.1）×2+（11-0.1-0.4-0.6-0.1）×2+（4.5-0.1-0.1）×2×2+（10.9-0.3-0.4×2+10.9-0.2×2-0.4×2+4.32+（4.42-0.1-0.8）×2+4.42-0.3-0.1×2.8×0.263.482合计54.321工程量计算表 共 29 页 第 8 页序号分部分项工程名称部位与规格单位计算式计算结果四混凝土

25、工程1筏板基础m³2.6×1.72+（3.5+2.6+5+3.3+3）×(2.7+1.8+2.7+3.9)+3.7×1.8-2.7×0.6+（1.9+3.2+2.6+3.6+3.6+2.7+3.3+3.5+2.6+5+3.3）×（2.7+1.8+2.7+3.9-1.5）+2.6×1.72×2+（3.6+3.6+3.3+3.4+4.2+3.7+3.6+4+3+4+3.7+0.6）×(6+1.5+1.8)+(3.4+4.2+3.7+3.6+4+3+4+3.7+0.6)×7.8+(1.8+2.7+1.

26、8+6+7.8)×7.29×0.6773.5232柱m³273.883KZ10.6×0.6×4.6+0.05)×5+(0.6×0.2+0.4×0.2)×(2.8+4.6)×6+(0.6×0.2+0.4×0.2)×(16.75-0.05-0.12×6)20.446KZ20.3×0.8×(16.75+4.6-0.09×7)×629.837KZ30.4×0.4×(21.754+4.6-0.09×

27、;7)×1769.969KZ40.3×1.2×(16.75+4.6-0.12×7）×214.767KZ50.4×0.4×(16.75+4.6-0.09××7)×619.891KZ60.3×0.6×(21.754+4.6-0.12×7）×29.185KZ70.6×0.6×(4.6-0.05)×16+(0.6×0.2+0.2×0.4）×（16.75+0.05-0.3×7）×1656

28、.76KZ80.3×0.55×(16.75+4.6-0.09×7)×413.675KZ90.6×0.6×(4.6-0.05)+0.4×0.4×(16.75+0.05-0.13×6)×28.402KZ100.5×0.5×(4.6-0.05)+(0.5×0.2+0.2×0.3）×（16.75+0.05-0.13×6）×311.102KZ110.3×1×(21.754+4.6-0.13×7)×

29、17.633KZ120.3×1.1×(16.75+4.6-0.3×7)×16.353KZ130.3×0.75×(16.75+4.6-0.09×7)×14.662KZ140.3×0.4×(21.754-16.75)×21.201合计273.883工程量计算表 共 29 页 第 9 页序号分部分项工程名称部位与规格单位计算式计算结果3板m³750.717一层板m³262.579LB1m³（11+0.2）×（4.5+0.1）+（3.3+0.095）&#

30、215;（3.6+0.095）+3.6×6+3.6×（4.5+3.9）+3.3×(4.5+7.2)+7.6×4.5+7.3×6.3+3.7×1.75+3.6×4.25+3.3×4.25+11×4.5×0.1238.401LB2m³（3.9+0.095）（3.3+0.095）+（4.5+0.095）×（3.7+0.19）+2.7×（4.3+0.095）+（3.9+0.095）×（3.3+0.095）+4.5×3.7+2.7×（4.3+0.

31、095）×0.1210.246LB3m³1.8×（4.3+0.095）+1.8×2.9×0.091.182LB4m³5×（3.9+0.095）+2.7×4×2×0.138.002LB5m³3.5×（6.6+0.095）+3.6×（7.2+0.095）+3.5×（6.6+0.095）×0.139.507LB6m³（2.3×1.75+2.4×1.75+（1.9+0.095）×（3.3+0.095）×0

32、.091.350LB7m³（3.6+0.095）×（6.9+0.095）+14.5×（6.6+0.095）+7.3×6+7.8×11+(12.3+0.095)×7.89+37.49×(7.8+0.095)×0.3193.891二层板m³72.649LB1m³1.8×1.4+11×4.5+（3.3+0.095）×（4.25+0.095）+3.6×5+3.6×(4.5+3.9)+4.5×10.9+(3.6+0.095)×(4.25

33、+0.095)+(3.3+0.095)×(4.25+0.095)+7.3×8.05+4.5×7×0.1234.259LB2m³（3.3+0.095）×（3.9+0.095）+（4.3+0.095）×2.7+（4.5+0.095）×（3.7+0.095）×2×0.1210.288工程量计算表 共 29 页 第 1 0页序号分部分项工程名称部位与规格单位计算式计算结果LB3m³1.8×（4.3+0.095）×2×0.091.424LB4m³5

34、5;（3.9+0.095）+2.7×4×2×0.138.002LB5m³11×（1.8+0.095）+10.9×（1.8+0.095）+0.65×1.2+1.75×2.3+11×（1.8+0.095）×0.096.044LB6m³3.5×（6.4+0.095）+1.2×2.95+3.6×7.2+3.5×（6.6+0.095）×0.139.831LB7m³3.2×（7.2+0.095）×0.122.801三五

35、层板m³231.26LB1m³11×4.5+（3.3+0.095）×（4.25+0.095）+3.6×6+（1.9+0.095）×（3.3+0.095）+3.6×8.4+4.5×10.9+3.6×(4.25+0.095)+3.3×(4.25+0.095)+7.3×8.05+4.5×7×3×0.12127.122LB2m³（3.3+0.095）×（3.9+0.095）+2.7×（4.3+0.095）×2×3&

36、#215;0.1218.309LB3m³1.8×（4.3+0.095）×2×3×0.094.272LB4m³5×（3.9+0.095）+2.7×4×2×3×0.1324.005LB5m³11×（1.8+0.095）+2.3×3.55+0.65×1.2+10.9×（1.8+0.095）+11×（1.8+0.095）×3×0.0919.248LB6m³3.5×（6.6+0.095）+1.2&

37、#215;2.95+3.6×（7.2+0.095）+3.5×（6.6+0.095）×3×0.1329.900LB7m³3.2×（7.2+0.095）×3×0.122.801工程量计算表 共 29 页 第 11 页序号分部分项工程名称部位与规格单位计算式计算结果六层板m³85.346LB1m³4.5×11+（3.3+0.095）×（4.25+0.095）+3.6×6+3.6×（4.5+3.9）+4.5×10.9+（3.6+0.095）×（

38、4.25+0.095）+（3.3+0.095）×（4.25+0.095）+7.3×8.05+7×4.5×0.1234.345LB2m³（3.3+0.095）×（3.9+0.095）+2.7×（4.3+0.095）×2×0.126.103LB3m³1.8×（4.3+0.095）×2×0.091.424LB4m³5×（3.9+0.095）+2.7×4×2×0.138.002LB5m³11×（1.8+0

39、.095）×2+10.9×（1.8+0.095）+2.3×1.75×0.0922.704LB6m³3.5×（6.6+0.095）+3.6×（7.2+0.095）+3.5×（6.6+0.095）+1.2×2.95×0.1310.05LB7m³3.2×（7.2+0.095）×0.122.801阁楼层板m³74.011LB1m³（3×4.5+3.4×4.5+3×4.5）×0.125.076WB1m³4&

40、#215;4.5×2+（1.8+0.095）×11+2.6×5.1+3.7×4.2+1.9×2.8+3.2×13.5+7.6×4.5+4.2×4.5+3.3×4.5+4.5×4+11×1.8+4.5×4×0.1230.950WB2m³（3.3+0.095）×（3.9+0.095）+4.5×（4.3+0.095）+3.7×4.5×2×0.1211.998工程量计算表 共 29 页 第 12 页序号分部分项工程

41、名称部位与规格单位计算式计算结果WB3m³（5×3.9+4×2.7）×2×0.137.878WB4m³3.6×6.47×2×0.136.056WB5m³3.6×6.3×3×0.128.165屋顶板m³24.872WB1m³（4×6.3×4+3.3×6.3+4.2×6.3）×0.1217.766WB2m³（3×6.3+3.4×6.3+3×6.3）×0

42、.127.1064梁m³一层梁m³67.461KL10.2×1.4×（3.32+2.4+1.7）2.078KL20.4×0.7×(5.4+7.2+4+3.9)5.74KL30.2×0.4×3.320.266KL50.2×0.4×(7.2+5.4+3.9+6+0.9)1.872KL60.2×0.4×(6+0.9)0.552KL70.2×0.4×5.70.456KL80.2×0.24×3.650.175KL90.4×0.7

43、5;(7.2+5.4+5.7+1.8)5.628KL100.2×0.4×3.650.292KL110.2×0.8×(5.7+1.8)1.2KL120.2×0.6×3.650.438KL130.4×0.7×(7.2+5.4+5.7+1.8)5.628KL140.2×0.4×30.24KL150.2×0.4×(6.6+1.22)0.626KL170.2×0.4×6.60.528KL180.2×0.4×3.90.312工程量计算表 共 29

44、页 第 13 页序号分部分项工程名称部位与规格单位计算式计算结果KL190.2×0.4×2.70.216KL200.2×0.4×(5.9+2.9+3.15)0.956KL210.2×0.4×3.650.292KL220.2×0.6×(3.9+0.3)0.504KL240.2×0.4×(6+1.22)0.578KL250.2×0.4×(6+1.22+3.9)0.890KL260.2×0.4×3.30.264KL270.2×0.4×(3.3

45、+3.9)0.576KL290.4×0.7×(3.1+6.69)2.741KL300.2×1.4×(3.1+3)1.708KL310.2×1.4×(3+2.7+2.8+3.6+3)4.228KL320.2×0.4×(3.1+3.4+2.4+3.4)+0.2×1.4×(3.4+2.4)2.608KL330.2×1.4×(3+3.4+2.1+3.9+1.2)3.808KL340.2×0.4×3.10.248KL350.2×0.4×(3+2.

46、7+2.8+3.6)0.968KL36 0.2×0.4×3.10.248KL370.2×0.4×(3.6+2.6+3.6+3.1)1.032KL380.2×0.4×(3.1+3)0.488KL390.2×0.4×(3.1+3.4+2.4+3.4)0.984KL400.2×0.4×2.70.216KL410.2×0.4×30.24KL420.2×0.4×3.70.296KL430.2×0.4×(1.3+1.2)0.2KL440.2

47、5;0.4×(2.7+0.6)0.264KL450.2×0.4×2.70.216KL460.2×0.4×(1.3+2.6+2+3+3)1.176KL470.2×0.4×(1.3+2.6+2+3+3)0.952KL480.2×0.4×(2+2+2)0.48KL490.2×0.4×(2.7+4.4+2+2.9+2.7)1.176工程量计算表 共 29 页 第 14 页序号分部分项工程名称部位与规格单位计算式计算结果L10.2×0.3×(1.6+1.6)0.192L20.

48、2×0.3×(1.55+1.55)0.186L30.2×0.3×(2.4+2.4+2.4)0.438WKL10.4×0.7×(5.7+5.4+7.2)5.124WKL20.4×0.7×(6.7+6.4+7.1+7.29)7.697WKL30.2×0.4×30.24WKL40.2×0.4×2.10.1688XL10.2×0.4×0.60.048二层梁m³32.441KL10.2×.04×(3.3+3.9)0.576KL20.2&

49、#215;0.8×3.90.624KL30.2×0.4×3.30.264KL40.2×0.4×(1.2+2.1+1.2)0.360KL50.2×0.4×(6+0.9+3.9+1.2)0.960KL60.2×0.5×（6+0.9）0.690KL70.2×0.6×(3.9+1.2)0.612KL80.2×0.4×3.650.292KL90.2×0.4×(3.9+1.2)0.408KL100.2×0.4×3.650.292KL110

50、.2×0.8×(5.7+1.15)1.096KL120.2×0.6×3.650.438KL130.2×0.6×(5.7+1.2)0.828KL140.2×0.4×3.650.292KL150.2×0.6×3.90.468KL160.2×0.5×(6.6+1.22)0.782KL170.2×0.4×(6.6+1.22+3.9)0.938KL180.2×0.4×6.60.528KL190.2×0.4×3.90.312工程

51、量计算表 共 29 页 第 15 页序号分部分项工程名称部位与规格单位计算式计算结果KL200.2×0.4×2.70.216KL210.2×0.5×(3+3.85)0.685KL220.2×0.4×3.650.292KL230.2×0.6×(4.5+1.2)0.684KL240.2×0.4×3.650.292KL250.2×0.5×(6+1.22)0.722KL260.2×0.4×(6+1.22+3.9)0.890KL270.2×0.4×

52、;(1.2+3.9+2.1)0.576KL280.2×0.4×3.30.264KL290.2×0.8×3.90.624KL300.2×0.4×(3.3+2.1)0.432KL310.2×0.4×(7.1+6.4)1.080KL320.2×0.4×(3.1+3)0.488KL330.2×0.4×(3+2.7+2.8+3.6)0.968KL340.2×0.4×(3.4+6.4)0.784KL350.2×0.4×(3.4+2.4+3.4)0.

53、736KL360.2×0.4×30.240KL370.2×0.4×(3+2.7+2.8+3.6)0.968KL380.2×0.4×3.10.248KL390.2×0.4×(3.4+2.4+3.4+3.7)1.032KL400.2×0.4×(3.1+3)0.488KL410.2×0.4×(3.7+3.4+2.4+3.4)1.032KL420.2×0.4×2.70.216KL430.2×0.4×30.240KL440.2×0.4&

54、#215;2.70.216KL450.2×0.4×1.20.096KL460.2×0.4×(2.7+0.6)0.264KL470.2×0.4×2.70.216KL480.2×0.4×(4.4+2.7)0.568工程量计算表 共 29 页 第 16 页序号分部分项工程名称部位与规格单位计算式计算结果KL490.2×0.4×(2.7+2.9)0.448KL500.2×0.4×(3+3)0.480KL510.2×0.4×(2.6+1.3)0.312KL520.2

55、×0.4×（2.9+2.7)0.448KL530.2×0.4×(4.4+2.7)0.568WKL10.2×0.4×30.240WKL20.2×0.4×2.10.168WKL30.2×0.4×2×30.480L10.2×0.3×1.2×20.144L20.2×0.3×1.15×20.138L30.2×0.4×(3.6+2.8+2.7)0.728L40.2×0.3×2×30.360

56、L50.2×0.4×2×30.480L60.2×0.4×0.60.048XL10.2×0.4×3.10.248三五层梁m³91.965KL10.2×0.4×(3.3+3.9)0.576KL20.2×0.8×3.90.624KL30.2×0.4×3.30.264KL40.2×0.4×(2.1+3.9+1.2)0.576KL50.2×0.5×(6+3.9)0.990KL60.2×0.5×60.600KL70.2×0.6×3.90.468KL80.2×0.4×3.650.292KL90.2×0.4×(3.9+0.6)0.360KL100.2×0.4×3.650.292KL110.2×0.8×(5.7+1.2)1.104KL120.2×0.6×3.650.438工程