工程造价课设-工程量计算(七份).doc

《工程造价课设-工程量计算(七份).doc》由会员分享，可在线阅读，更多相关《工程造价课设-工程量计算(七份).doc（39页珍藏版）》请在淘文阁 - 分享文档赚钱的网站上搜索。

1、1.平整场地S=(3.34+2.4+0.122)17.24+(3.34+2.4+0.122)(3.3+4.2+4.5+0.122)- （2+2.309+0.691）3.3=450.46m22.挖基础土方独立基础土方 J1:3个 1.01.01.953= 5.85m3J2:9个 2.02.01.959= 70.2m3J3:2个 2.42.41.952= 22.464m3J4:8个 1.41.41.958= 30.576m3J5:3个 1.81.81.953= 18.954m3J6:5个 2.22.21.955= 47.19m3J7:2个 2.72.71.952= 28.431m3J8:4个 1.

2、71.71.954=22.542m3J9:1个 2.21.21.951=5.148m3J10:1个 2.92.91.951=16.40m3J11:1个 3.282.91.951=18.548m3V独立= 286.335m3 带形基础土方 V带形= (3.3-0.78-0.9)1.0+(3.3-1.0-0.78)1.0+(3.3-1.0-0.78)1.0+(3.3-0.93-1.0) 1.0+(3.3-0.85+3.3-0.85)1.0+4.21.42+2.41.7+(3.3-0.85)2+4.2721.4+2.41.71.6=76.33m3V挖= V独立+ V带形=286.335m3+76.3

3、3m3=362.665m33.土方回填V垫=(1.223+2.229+2.622+1.628+2.023+2.425+2.922+1.924+2.41.41+3.121.0+3.483.11)0.1=17.770 m3V填=V挖-V埋= 362.665-17.77-70.836-8.535=265.524 m34.底层空心砖墙120厚 V120= (3.3-0.12-0.06+1.8-0.2+0.06)3.520.12-0.210.70.122=3.98 m35. 底层空心砖墙240厚V=4.2+4.5+3.3+2+2.309+0.691+1.22+2.42+2+3.3+1.5+0.9+4.2

4、+4.5+3.3 +(3.3+4.5+4.2)2+3.32+3.3 2+1.52+4.12-0.225 0.243=62.86m3扣除门窗：V扣 =(0.91.22+1.21.5+3.723+4.13+2.8232+2.432+1.532+2.432) 0.24=19.778 m3V240=62.86-19.78=43.08m36. 二层至屋顶 (3.3+4.5+4.2)+(3.34+2.4)+(4.2+4.5+3.3)+(3.3+2.1+2.4+2.4+2.1+3.3)2.80.24- (1.51.55+0.91.52+1.782.52+2.12.52)0.24 =29.09m33.3-0.

5、24+(2.1+2.4-0.24)2+(3.3-0.24)5+(4.2-0.24)4+(3.3-0.24)4+(2.4-0.24)+(4.5-0.24-0.9)2.80.24-(0.92.16+12.12+0.82.12)0.24-(3.3-0.9-0.24) 0.24=29.57m3(29.09+29.57)10=657.15 m3夹层： V夹=(3.34+2.4)(3.3+2.1+1.2)+(4.22+3.34+2.4)2+1.32+1.221.20.24=39.97m3 = V26+V夹=586.6+39.97=626.57m37.台阶工程量 C轴台阶体积=1.80.1515.84=4.

6、28m3台阶总体积为4.28+12.36=16.64m38.蹲台 (1.8-0.06-0.12) 1.20.22=0.778 m39. 砖窨井 15座10.水井表 2座11.阀门井 6座12.化粪池 1座13.带形基础 宽 1.0m 长a.(3.3-0.85)4=9.8m b.3.3-0.78-0.9+(3.3-0.78-1)2+3.3-1-0.93=6.03m (1+0.2)0.1+10.4+1.20.24=0.808m2 (9.8+6.03)m0.808m2 =12.791m3 宽1.4m 长 (4.2+1.2)4=21.6m (1.4+0.2)0.1+1.40.4+1.20.24=1.0

7、08m2 1.008m221.6m=21.773m3 宽 1.7m 长 2.42=4.8m(1.7+0.2)0.1+1.70.4+1.20.24=1.158m24.8m1.158m2=5.558m3 =12.791m3+21.773m3+5.558m3=40.122m314.独立基础，混凝土用量J1:3个 (0.311+0.60.60.3+1.40.40.4) 3=1.896 m3J2:9个 (0.32.02.0+1. 21.20.3+1.40.40.4) 9=16.71 m3J3:2个 (0.32.42.4+1.61.60.3+1.40.40.4) 2=5.44 m3J4:8个 (0.31.

8、41.4+0.80.80.3+1.40.40.4) 8=8.04 m3J5:3个 (0.31.81.8+0.110.3+1.40.40.4) 3=4.49 m3J6:5个 (0.32.22.2+1.41.40.3+1.40.40.4) 5=11.32 m3J7:2个 (0.32.72.7+1.81.80.3+1.40.40.4) 2=6.77 m3J8:4个 (0.31.71.7+110.3+1.40.40.4) 4=5.57 m3J9:1个 0.8(2.2-0.66)0.3+0.4(2.2-0.66-0.6)0.3+(1.10.40.42)= 0.8344 m3J10:1个 2.920.3+

9、0.3(2.9-0.8)(2.9-0.482) +(2.9-0.44)(2.9-0.482-0.42)0.3+1.10.40.42=4.542m3 J11:1个 3.282.90.3+(3.28-0.42)(2.9-0.482)0.3+(3.28-0.44)(2.9-0.42-0.482) 0.3+1.120.40.4=5.224 m3V=1.896+16.71+5.44+8.04+4.49+11.32+6.77+5.57+0.8344+4.542+5.224=70.836m315.基础梁JL-1: 0.250.35（3.3-0.4+4.5-0.4+5.06-0.4）=1.02m2 JL-2:

10、 L2=（14.2+4.5+3.3）+4.5+4.5+3.32+2.4+3.34+2.4+4.52+（4.5+4.2+3.3） 2+2.0+2.309+0.691=100.2 m S2=0.250.3=0.075 m2 V2=100.2m0.075m2=7.515 m3= V1 +V2=8.535m316 框架梁砼用量 V1=(4.2+4.5+3.3-0.43)0.30.64=7.776 m3 V2=(4.2-0.4)0.350.6+(4.5-0.4)0.350.5+(3.3-0.4)0.350.5)4= 8.092 m3 V3=(4.5-1.2-0.2-0.12)20.350.52=2.08

11、6m3 V4=(4.2-0.24)0.240.64=2.281 m3 V5= (2+1.2-0.4)0.240.35+(3.3+2.4+3.3-0.4)0.30.6= 1.783 m3 V6=(3.3+3.3-0.23-0.12)0.30.62+（2+2.309-0.4）0.240.5+（1.2-0.2）0.240.35=2.67 m3 V7=(3.3-0.4)0.350.64+(3.3+2.4+3.3-0.42)0.350.72+(2+2.309+0.691-0.4)0.24 0.5+(1.2-0.2)0.240.35=7.162 m3 V8=(3.3-0.4)0.250.62+(2+2.3

12、09+0.691-0.4)0.240.5=1.422 m3 V9=(4.5+4.5-0.42)0.350.7=2.009 m3 V10=(3.3+4.5+4.5-0.43) 0.250.6=1.665 m3 V11=(2.4-0.122) 0.30.62=0.778m3 V12=(3.34+2.4-50.4)0.60.3=2.448 m3 V13=(3.32-0.23-0.12) 0.30.62=2.117 m3 V14=(3.3-0.4) 0.350.242=0.487 m3 V15=(4.52-0.42)0.350.6=1.722 m3 V=V1+V2+V3+V4+V5+V6+V7+V8+

13、V9+V10+V11+V12+V13+ V14+V15=44.51 m317.框架柱 KZ1:0.40.4423.6=24.19 m3DZI: 0.40.442(2-0.7)=8.74 m3AZ1:(0.50.24+0.20.26)(2.0-0.7+3.6)2=1.69 m3AZ2:(0.50.24+0.240.26)(2.0-0.7+3.6)4=3.58 m3AZ3: (0.50.2)(2.0-0.7+3.6)2=0.98 m3AZ4:(0.50.24+0.20.26)(2.0-0.7+3.6)2=1.69 m3V=24.192+8.736+1.69+3.58+0.98+1.69=40.87

14、m318 构造柱 54根 （高度均为圈过梁底下2.5 m）V1=0.240.242.5=0.144m3加工面马牙槎，一个马牙槎体积0.60.240.3=0.0432m3 V2=0.144+0.04326=0.403m3V3=0.144+0.04329=0.533m3V4=0.144+0.043212=0.662m3=2V1+10V2+8V3+6V4=12.557m3 12.55726=150.684m319.圈梁QL1 L=(4.2+4.5+3.3)+(3.34+2.4)+(3.3+2.1+2.4)2+(4.2+4.5+3.3)2=110.4mQL L=3.34+(3.3+2.1+2.4+2.

15、4+2.1)+3.36+4.24+1.22+2.4+2.4+3.34+1.22+4.24+3.36+(3.3+2.1+2.4+2.4+2.1+3.3) =137.1mV2=(137.10.240.18+110.40.240.3)6=83.23m3 扣除门窗V2=(0.720+0.955+0.820+0.922+0.64+1.550+1.54+0.920+1.25+3.620+5.920)0.240.24=22.85m3=V1-V2 =60.38m320.过梁 L门=(0.9+0.5)4+(3.72+0.5)+(4.1+0.5)+(2.82+0.5）2+(1.5+0.5）2+(2.4+0.5)4

16、+ (0.7+0.5)20+(0.8+0.5)20+(0.9+0.5) 55+(0.8+0.5)20+(0.9+0.5)20+(0.9+0.5)2=183.8m L窗=(0.6+0.5)4+(1.5+0.5)50+(1.5+0.5)+(0.9+0.5)20+(0.9+0.5)2+(1.2+0.5)5+(3.6+0.5)20+(5.9+0.5)20=355.7mV=539.5m0.24m0.24m=31.08m321 剪力墙（240宽）V1=（3.3-0.4）0.243.6=2.5056m3V2=(1.6-0.2-0.5)0.243.6=0.9m3V3=(1.6-0.2-0.5)0.243.6=

17、0.9m3V4=(1.6-0.2-0.5)0.243.6=0.9m3V5=(3.3-0.2-0.26-0.12)2+(4.2+1.2-0.12-0.3-0.12-0.26)2+(2.4-0.122-0.262)0.243.6-0.90.90.242=15.7882m3V6=(3.3-0.2-0.12-0.26)2+(4.2+1.2-0.2-0.12-0.26-0.5)2+(2.4-0.122-0.262)0.243.6=12.17m3V=V1+V2+V3+V4+V5+V6=33.16m322.无梁板 (板厚300)(3.34+2.4+0.24)(4.2+4.5+3.3+0.24)+1.24.8

18、-2.4(4.2+1.2+0.24)-270.240.24220.35=548.9856m3夹层 (3.32+1.2+0.24)4.5+3.53.3+(2.1+0.24)-80.240.24 =55.46m24=221.84m2=548.9856+221.840.3=615.5376m323.有梁板 （板厚600） 右=（3.34+2.4)(4.2+4.5+3.3+0.24)-200.40.4-2.4 (4.2+1.2+0.24)=174.208m2 左=174.208+(4.5+3.3)(2+2.30+0.691）-0.4-0.43+（4.5+2.0）4.5/2=226.233m2 =174

19、.208+226.233=400.441m20.08m=32.04m324.栏板阳台栏板(1.32+2.4)41.2+(3.3+1.422)41.20.15=235.15m3女儿墙栏板(1.22+15.62+1.34）1.222.4=93.12m3共235.15+93.12=328.27m325.楼梯 (2.4-0.24)(4.2-0.24)25=85.54m226.散水工程量 （900宽）（3.3+4.5+4.2+3.34+2.4+3.3+0.6+5-1.8+50.9）0.9=30.78m227. 任务说明书中已经给出28. 任务说明书中已经给出29.玻璃纤维瓦屋面 (3.34+2.4+0.

20、24)(4.5+3.3+0.12-2.423.32=219.23m230.保温隔热屋面 (3.3+1.2+0.12)2.422+(4.2+1.3+0.12)(3.34+2.4+0.24)2=222.39m2 31.屋面排水管 17.62+(17.6-4.6)6=113.2m32.雨水口 8个33.雨水斗 8个34.水泥砂浆地砖地面(3.3+3.3+2.4+3.3+3.3-0.24)(4.2+4.5+3.3-0.24)-(2.4-0.24)(4.2+1.2)-(3.3+0.03-0.12)(1.8+0.06)2+(3.3-0.12)(5-0.24)+92+93(1/3)=362.95m235.水

21、泥砂浆楼面S=(3.3+3.3+1.2-0.24)(4.2-0.24)=29.9376m2S总=29.93764=119.75m236.地砖楼面 S1=(1.8-0.06-0.12)(3.3-0.12-0.03)2=10.206 m2S2=(2.4-0.24)(3.3+1.2-0.24)45=184.032 m2S3=(2.1-0.24)(3.3-0.24)45=113.832 m2S=S1+S2+S3=308.07 m237.踢脚线 高150m一层：L1=(3.34+2.4-0.24)2+(4.2+4.5+3.3)4+5+3.3+4.52+3.33+4.52+(3.3-0.12)2+(2.4

22、+4.2+1.2)2+(4.5-0.24)2=145.4m二层到六层长度：L2:(3.34+2.4-0.245+3.3+4.2+4.5-0.243)2+(1.2-0.24)22+(4.2-0.24)12+(3.34+2.4-0.94)22+(3.3+4.52-0.93)22+(2.4-0.12)2+(3.35-0.82)22=304.64mL2-6=5L2= 1523.2m 共（1523.2+145.4)0.15=250.29m238.水泥砂浆楼梯面(2.4-0.24)(4.2-0.24)25=85.54m239.不锈钢栏杆 (1.692+2.64210)2=56.22m40.水泥砂浆台阶1.

23、8(3.34+2.4-0.24+17.24+0.24+4.52+3.3+0.24+3.32+4.52+0.24+3.34+2.4+0.24)=138.71m241.内墙面一般抹灰 一层 左=(3.3+0.24)23.5+2.43.5+1.23.5+(17.24-0.24)3.5+(3.3-0.24-0.91.2)23.5+(4.2+1.2+1.2)23.52+23.5=210.14 m2 右=2(4.5+4.2+3.3-0.24）3.5+1.63.52+(3.3+4.5-0.12+1.2+4.2) 22=145.84m2 左+右=355.98m2二层(3.3-0.24)+(4.2-0.24)2

24、2.7-0.92.1-1.51.5+(3.3+4.2-0.48) 22.7-0.92.1-2.12.5+（4.5-0.24+6.6-0.24）22.7-1.51.5-0.92.14+32.7+1.22.72+（3.3-0.24+3.3-0.24）22.7-0.92.1-1.51.5+2.1-0.24+3.3-0.24）22.7-0.91.5-0.92.12+(2.4-0.24+3.3-0.24)2-0.92.1=185.54=742.2m2 =742.25=3711m2夹层 (4.5-0.24+6.6+1.2-0.24)21.7-0.92.4-1.50.9+1.221.7+4.21.7+(3.

25、3-0.24+3.3-0.24+2.1-0.24)21.7+(3.3-0.24+3.3-0.24+2.1-0.24+3.3-0.24) 2=70.25m24=281m2总=355.98+3711+281=4347.98m242.内墙水泥砂浆抹灰 厨房及卫生间(2.1+2.4-0.48+3.3-0.24)2+0.24(3.3-0.24)2.7-0.72.1-0.82.1=37.06 m24=148.25m2=148.25m24=593.1m243.外墙抹灰 一层 (3.323.6-0.91.22)+3.33.6+(17.4-2.4-2.4-0.24) 3.6+17.23.6+(4.5+4.2+3

26、.3) 23.6+1.623.6=230.04m2 2层以上 L外=112.32m112.322.85-(1.51.55-0.91.52) 25=1486.98m2=230.04+1486.98=1717.02m244. 柱面一般抹灰0.443.611=63.36 m245. 阳台楼板内侧抹灰 （1.2m高，内抹灰）南阳台面积=（3.3-0.24）+1.321.245=135.84m3北阳台面积=（2.4-0.24）+1.221.245=109.44m3阳台栏板内侧抹灰总面积=135.84+109.44=245.28m346. 内墙块料面层(2.1+2.4-0.48+3.3-0.24)2+0.

27、24(3.3-0.24)2.7-0.72.1-0.82.1=37.06 m24=148.25m2=148.25m24=593.1m247.天棚 一层 5.1-9.680.12=3.94m2 (2-0.12+5-0.24)(9-0.24)/2+(3.3-0.24)(5-0.24)=43.65m2 (12-0.24)(5.6-0.24)2-(4.2+1.2)(2.4+0.24)2=332.76m2+=3.94m2+43.65m2+332.76m2=380.35m2 二至六层 5=380.55m25=1901.75m2 夹层 (3.3+2.1-0.24)(3.3-0.24)4+(4.5-0.24)(

28、3.34+2.4-0.24)2=194.03m2 =3.94+43.65m2+332.76m2+380.35m2+1901.75m2+194.03m2=2856.48m2B.4 门窗工程可从门窗表里直接找出。B.5油漆工程 S外墙面油漆=S外墙抹灰=1717.02m2一、 基础底板钢筋1、j-1：3个（1）沿12200长度：单支= 1-0.0352+6.250.0122=1.08m支数= (1-0.0352)/0.2+1=6支总长= 61.08=6.48m重量= 6.480.8883=17.26kg（2）沿12150长度：单支=1.08m支数= (1-0.0352)/0.15+1=7支总长=

29、1.087=7.56m重量= 7.560.8883=20.14kg合计j-1重：17.26+20.14=37.4kg2、j-2：9个（1）沿1220长度：单支= 2-0.0352+6.250.0122=2.08m支数= (2-0.0352)/0.2+1=11支总长= 2.0811=22.88m重量= 22.880.8889=182.86kg（2）沿12200长度：单支= 2.08m支数= (2-0.0352)/0.15+1=14支总长= 2.0814=29.12m重量= 29.120.8889=232.73kg合计j-2重：5182.86+232.73=415.59kg3、j-3：2个（1）沿

30、12200长度：单支= 2.4-0.0352+6.250.0122=2.48m支数= (2.4-0.0352)/0.2+1=13支总长= 2.4813=32.24m重量= 32.240.8882=57.26kg （2）沿12150长度：单支= 2.48m支数= (2.4-0.0352)/0.15+1=17支总长= 2.4817=42.16m重量= 42.160.8882=74.88kg合计j-3重：57.26+74.88=132.14kg4、j-4：8个（1）沿12200长度：单支= 1.4-0.0352+6.250.0122=1.48m支数= (1.4-0.0352)/0.2+1=8支总长=

31、 1.488=11.84m重量= 11.840.8888=84.11kg（2）沿12150长度：单支= 1.48m支数= (1.4-0.0352)/0.15+1=10支总长= 1.4810=14.8m重量= 14.80.8888=105.14kg合计j-4重：84.11+105.14=189.25kg5、j-5：3个（1）沿12200长度：单支= 1.8-0.0352+6.250.0122=1.88m支数= (1.8-0.0352)/0.2+1=10支总长= 1.8810=18.8m重量= 18.80.8883=50.08kg（2）沿12150长度：单支= 1.88m支数= (1.8-0.03

32、52)/0.15+1=13支总长= 1.8813=24.44m重量= 24.440.8883=65.11kg合计j-5重：50.08+65.11=115.19kg6、j-6：5个（1）沿12200长度：单支= 2.2-0.0352+6.250.0122=2.28m支数= (2.2-0.0352)/0.2+1=12支总长= 2.2812=34.56m重量= 34.560.8885=153.45kg（2）沿12150长度：单支= 2.28m支数= (2.2-0.0352)/0.15+1=16支总长= 2.2816=36.48m重量= 36.480.8885=161.97kg合计j-6重： 153.

33、45+161.97=315.42kg7、j-7：2个（1）沿12200长度：单支= 2.7-0.0352+6.250.0122=2.78m支数= (2.7-0.0352)/0.2+1=15支总长= 2.7815=41.7m重量= 41.70.8882=74.06kg（2）沿12150长度：单支= 2.78m支数= (2.7-0.0352)/0.15+1=19支总长= 2.7819=52.82m重量= 52.820.8882=93.81kg合计j-7重：74.06+93.81=167.87kg8、j-8：4个（1）沿12150长度：单支= 1.7-0.0352+6.250.0122=1.78m支

34、数= (1.7-0.0352)/0.2+1=10支总长= 1.7810=17.8m重量= 17.80.8884=63.23kg（2）沿12150长度：单支= 1.78m支数= (1.7-0.0352)/0.15+1=12支总长= 1.78612=21.36kg重量= 21.360.8884=75.87kg合计j-8重：63.23+75.87=139.1kg 9、j-9：1个（1）沿12200长度：单支= 1.2-0.0352+6.250.0122=1.28m支数= (2.2-0.0352)/0.2+1=12支总长= 1.2812=15.36m重量= 15.360.8881=13.64kg（2）

35、沿12150长度：单支= 2.2-0.0352+6.250.0122=2.28m支数= (1.2-0.0352)/0.15+1=9支总长= 2.289=20.52m重量= 20.520.8881=18.22kg合计j-8重：13.64+18.22=31.86kg10、j-10：1个（1）沿12200长度：单支= 2.9-0.0352+6.250.0122=2.98m支数= (2.9-0.0352)/0.2+1=16支总长= 2.9816=47.68m重量= 47.680.8881=42.34kg（2）沿12150长度：单支= 2.98m支数= (2.9-0.0352)/0.15+1=20支总长

36、= 2.9820=59.6kg重量= 59.60.8881=52.92kg合计j-10重:42.34+52.92=95.26kg11、j-11：1个（1）沿12200长度：单支= 3.28-0.0352+6.250.0122=3.36m支数= (2.9-0.0352)/0.2+1=16支总长= 3.3616=53.76m 重量= 53.760.8881=47.74kg（2）沿12150长度：单支= 2.9-0.0352+6.250.0122=2.98m 支数= (3.28-0.0352)/0.15+1=23支总长= 2.9823=68.54m重量= 68.540.8881=60.86kg合计j

37、-11重：47.74+60.86=108.6kg共计混凝土基础底板筋：37.4+415.59+132.14+189.25+115.19+315.42+167.87+139.1+31.86+95.26+108.6=1747.68kg楼梯钢筋一层：A形 (1.4+0.22)2+(0.95+0.35-0.08)2=2.17m8150 单支长=2.17-0.0152+6.250.0082=2.24m支数=(1.05+0.24-0.0152)/0.15+1=10支总长=2.2410=22.4m重量=22.40.395=8.848kg或8200单支长=2.17/3+0.08-0.0152+6.250.00

38、8+0.35-0.08-0.015=1.628m支数=(1.05+0.24-0.0152)/0.2+1=8支总长=1.6288=13.0242m重量=13.0240.3952=10.29kg6250单支长=1.05+0.24-0.0152+6.2520.006=1.335m支数=(2.17-0.0152+0.522)/0.25+1=16支总长=1.33516=21.36m重量=21.360.395=8.4372kg合计10以内：8.848+10.29+8.4372=27.575kgB形 (2.24+0.2)2+1.42=2.81m8120单支长=2.81+1.38+0.08-0.0152+6.

39、250.008=4.29m支数 =(1.05+0.24-0.0152)/0.12+1=12支总长=4.2912=51.48m重量=51.480.395=20.33kg8150单支长=1+0.24+(0.08-0.0152)+480.008+6.250.008-0.015=1.709m支数=(1.05+0.24-0.0152)/0.15+1=10支总长=1.70910=17.09m重量=17.090.395=6.75kg8150单支长=2.64/3+(0.08-0.0152)+300.008+6.250.008-0.015=1.232m支数=(1.05+0.24-0.0152)/0.15+1=1

40、0支 总长=1.23210=12.32kg重量=12.320.395=4.866kg8250单支长=1+0.24+0.3-0.08-0.015+0.08-0.0152=1.495m支数=(1.05+0.24-0.0152)/0.15+1=10支总长=1.49510=14.95m重量=14.950.395=5.905kg6250单支长= 1.05+0.24-0.0152+6.250.0062=1.335m支数=(2.81+1-0.0152)/0.25+1= 17支总长=1.33517=22.695m重量=22.6950.222=5.038kg合计10以内的钢筋重量：20.33+6.75+4.86

41、6+5.905+5.038=42.899kg D形 8120 2.242+1.42=2.64m单支长= 2.64+1.38+0.24+6.250.0082=4.36m支数= (1.05+0.24-0.0152)/0.12+1=12支总长=4.3612=52.32m重量=52.320.395=20.67kg8250单支长= 1+0.3-0.0152+0.08-0.0152+6.250.008=1.37m支数= (1.05+0.24-0.0152)/0.15+1=10支总长=1.3710=13.7m重量=13.70.395=5.412kg8250单支长= 300.008+0.08-20.015+6

42、.250.008+1=1.34m支数= (1.05+0.24-0.0152)/0.15+1=10支总长=1.3410=13.4m重量=13.40.395=5.293kg 6250单支长= 1.05+0.24-0.0152+6.250.0062=1.335m支数= (2.64-0.015+1+100.006)/0.25+1=16支总长=1.33516=21.36m重量=21.360.222=4.742kg10以内：20.67+5.412+5.293+4.742=36.117kg二到五层计算：(1.4+0.22)2+(1.4-0.35-0.08)2=2.46m8120单支长=2.46-0.0152+6.250.0082=2.53m 支数= (1.05+0.24-0.0152)/0.12+1=12支总长=2.5312=30.36m重量=30.360.395=11.99kg或8150单支长= 2.46/3+0.08-0.0152+0.35-0.08-0.015+6.250.008=1.175m支数= (1.05+0.24-0.0