阳光办公楼施工组织设计概述

1、Evaluation Warning: The document was created with Spire.Doc for .NET.东华理工大学长江学院本 科 生生 毕 业 设设 计 论文题目：格尔木市阳阳光办公公楼施工工组织设设计姓名：学号：班级：年级：专业：工程管理学院：建工学院指导教师：完成时间：2017年年 5月月 26 日东华理工大学毕业设计（论文） 摘要 附录三 工工程量计计算序号分部分项工工程名称称部位与编号号单位计 算 式计算结果一 土方及及基础工工程1平整场地 按建筑物外外墙外边边线每边边各加22m以平平方米计计算1382.79 48+（11.4+0.112）*2+44

2、*（14.4+0.24+4）=1382.792挖地坑m3按地坑面积积乘地坑坑高度计计算397.007 CT-32.5*22.5*1.115*88个=557.550 mm3CT-4（2.2+0.33*2）*（2.2+00.3*2）*1.115*44个=336.006 mm3CT-5（2.7+0.33*2）*（2.7+00.3*2）*1.115*88个=1100.19 m3CT-6（3.4+0.33*2）*（2.2+00.3*2）*1.115*44个=551.552 mm3CT-7（2.7+0.33*2）*（4.4+00.3*2）*1.115*22个=337.995 mm3CT-8（2.7+0.3

3、3*2）*（4.4+00.3*2）*1.115*66个=1113.85 m33挖地槽m3按地槽长度度乘地槽槽截面面面积计算算235.771 DL-1S=（0.45+0.33*2）*0.885=00.899 L=（44.422+3.95+0.5518）*2+00.3116*4-11.555*2+6.335*66=1007.337 mmV=SL=0.889*1107.37=95.56 m3DL-2S=（0.45+0.33*2）*1.000=11.055 L=（122.444+111.244+155.344+177.0776）*2=1112.20 mV=SL=1.005*1112.20=1177.8

4、11 m33DL-3S=（0.45+0.33*2）*0.77=0.7355 L=（2.6*22+5*2）*2=330.440 mmV=SL=0.7735*30.04=22.34 m34地槽（坑）原原土打底底夯按挖土底面面积计算算607.775 槽：S=（00.455+0.3*22）*（1107.37+1122.200+300.400）=2252.47坑：S=22.5*2.55*8+2.88*2.8*44+3.3*33.3*8+44*2.8*44+3.3*55*8=3455.2885C10砼垫垫层m3按底（截面面)面积积乘高度度(长度度)以立立方米计计算36.933 基槽：S=0.445*00.

5、1=0.0045 L=（233.699*4+7.77*4+8.33*2）+（144.844*2+13.64*2+117.774*22 +119.448*22）+119.44*2=3122.366 m V=SL=0.0045*3122.366=144.066 m33基坑：S=(11.766+2.2244)*00.1776/22+(00.566+2.2244）*11.3223/22*88个 +2.2*22.2*4个+2.77*2.7*88个+33.4*2.22*4个个+2.7*44.4*6个 +2.7*44.4*2个=2288.733 V=SH=2288.733*0.1=222.887 mm36现

6、在C355砼承台台m3按面积乘高高度以立立方米计计算181.339 CT-3V=(11.666+2.1244)*00.6116/22+(00.466+2.7244)*11.2223/22*0.75*8个=16.47 m3CT-4V=2*22*0.75*4个=12.00 m3CT-5V=2.55*2.5*00.855*8个个=422.500 m33CT-6V=3.22*2*0.995*44个=224.332 mm3CT-7V=4.22*2.5*00.955*2个个=199.955 m33CT-8V=4.22*2.5*11.055*6个个=666.155 m337现浇C355砼地梁梁m3按截面面积

7、积乘长度度以立方方米计算算DL-1S=0.225*00.555=0.1388 46.699 L=23.69*2+221.884*22+7.7*44+8.3*22=1338.446 mm超出部分体体积:(1.18-0.448）*4+（22.1224-00.5）*8*0.225*00.1=0.44 m33V=0.1138*1388.466+0.40=19.51 m3DL-2S=0.225*00.7=0.1175 L=14.84*2+113.664*22+177.711*2+19.48*2=1131.40 m超出部分体体积:(1.18-0.448）*4+（11.2223-00.388）*88+（00

8、.6116-00.122） *4*0.225*00.1=0.229 mm3V=0.1175*1311.4+0.229=223.229 mm3DL-3S=0.225*00.4=0.11 L=119.443*22=388.866 mV=0.11*388.866=3.89 m38标高-0.3以下下砖墙m3按截面面积积乘长度度以立方方米计算算7.36 （M100;MUU10）S1=0.24*0.22=0.0488 L1=322.155*2+17.93*2+33.255*4+0.555*44+2.75*2+77.455*4=1500.666 mV1=0.0488*1550.666=77.233 m33S

9、2=0.24*0.11=0.0244 L2=(2-0.66)*44=5.60 mV2=0.0244*5.60=0.113 mm39现浇C355砼柱m3按面积乘高高度以立立方米计计算2.03 （标高-0.33以下）KZ1V=0.66*0.6*00.3*4根=0.443 mm3KZ2V=0.665*00.655*0.1*22根=00.088 m33KZ3V=0.66*0.6*00.1*4根+0.66*0.6*00.2*8根=0.772 mm3KZ4V=0.55*0.5*00.3*4根=0.330 mm3KZ5V=0.55*0.5*00.3*4根=0.330 mm3GZ1V=0.224*00.244

10、*0.2*116根=0.220 mm310基础回填土土m3按挖土体积积减去标标高设计计室外地地坪以下下的埋设设体积计计算366.446 V挖=6440.884 mm3V基=399.633+1881.339+446.669+77.366+2.03=2744.388 m33V填=6440.884-2274.38=3666.466 m3311墙基防潮层层按墙基础顶顶面宽度度乘长度度以平方方米计算算37.500 L=1500.666+5.6=1156.26 m B=0.224 mmS=LB=1566.266*0.24=37.5012室内回填土土m3按主墙间净净面积乘乘以厚度度以立方方米计算算121.2

11、20 填土高度：H=00.3-0.118=00.122 m 净面积积：S=10110 V=SH=10110*00.122=1221.220 mm313室内原土打打底夯按主墙间净净面积以以平方米米计算1010.00 室内净面积积：S=10110 14余土外运m3按挖土体积积减去回回填土体体积以立立方米计计算153.118 挖土体积：V=6640.84 m3 回填土体积积：V=3666.466+1221.110=4487.66 m3余土体积：V=6640.84-4877.666=1553.118 mm3二 砼及钢钢筋砼工工程15现浇C355砼梁m3按断面面积积乘以长长度以立立方米计计算195.77

12、8 地梁V=46.69 m346.699 二层框架梁梁S1=0.35*0.88截面 L11=344.922*2+23.34*2=1116.56 m149.009 V1=S11L1=0.335*00.877*1116.556=335.449 mm3S2=0.35*0.885截面面 LL2=223.224*22=466.688 mV2=S11L2=0.335*00.855*466.688=144.211 m33S3=0.35*0.77截面 LL3=337.334*22=744.688 mV3=S33L3=0.335*00.7*74.68=18.30 m3S4=0.25*0.887截面面 LL4=1

13、19.443*22+0.55*4+11.166*6=48.02 mV4=S44L4=0.225*00.877*488.022=100.444 m33S5=0.25*0.77截面 LL5=222.995+224.555*22=722.055 mV5=S55L5=0.225*00.7*72.05=12.61 m3S6=0.25*0.885截面面 LL6=223.444*22+233.844*2=94.56 mV6=S66L6=0.225*00.855*944.566=200.100 m33S7=0.25*0.665截面面 LL7=77.055*100=700.500 mV7=S77L7=0.225

14、*00.655*700.500=111.466 m33S8=0.25*0.550截面面 LL8=223.119*22+1.56*20+29.55*2=1136.68 mV8=S88L8=0.225*00.500*1336.668=117.009 mm3S9=0.24*0.44截面 LL9=222.665*22=455.300 mV9=S99L9=0.225*00.4*45.30=4.553 mm3S10=00.255*0.3截面面 L10=11.1445*22+3.4255*2+6.4425*2+11.1*4+997.44*4=64.83 mV10=SS10LL10=0.225*00.3*64

15、.83=4.886 mm316现浇C355砼楼板板m3按梁间净面面积乘以以板厚以以立方米米计算97.977 板厚：0.11 m净面积：SS=外围围面积-梁平面面面积-柱平面面面积-楼梯间间面积1168.36-0.225*5531.94-0.335*2237.92-11.14-7.774*33.255*2=8900.600 体积：V=SH=8900.600*0.11=97.97 m317现浇C355砼框架架柱m3按底面积乘乘以高度度以立方方米计算算43.111 一层框架柱柱高度H取标标高-00.3到到二层楼楼面高度度 H=3.887m柱面积：KKZ1:S=00.6*0.66*4根根=1.44 K

16、Z22:S=0.665*00.655*8根根=3.38 KZ33:S=0.66*0.6*112根=4.332 KZ44:S=0.55*0.5*44根=11.000 KZ55:S=0.55*0.5*44根=11.000 S=1.444+33.388+4.32+1+11=111.144 V=SH=11.14*3.887=443.111 mm318现浇C355砼构造造柱 m3按底面积乘乘以高度度以立方方米计算算2.67 GZ1柱面积：SS=0.24*0.224=00.05576 高度：H11=3.2 mm H2=2 mm体积:V=SH=0.005766*3.2*112根+0.005766*2*4根=

17、2.667 mm319现浇C355砼楼梯梯按水平投影影面积以以平方米米计算51.900 一层S=（8.2-00.244）*（33.5-0.224）*2个=51.90 梯梁支柱m3TZ：S=0.224*00.244 HH=1.92 m0.44 VV=SHH=0.24*0.224*11.922*4根根=0.44 m3墙内梯梁m3TL3:SS=0.24*0.335 L=13.8 mm0.48 VV=SLL=0.24*0.335*11.388*4根根=0.48 m320现浇C300砼框架架梁m3按断面面积积乘以长长度以立立方米计计算631.557 三层框架梁梁S1=0.35*0.667截面面 LL1=

18、334.994*22+377.344*2=1444.566 m131.669 V1=S11L100.355*0.67*1444.566=333.900 m33S2=0.35*0.885截面面 LL2=223.334*44=933.366 mV2=S22L2=0.335*00.855*933.366=277.855 m33S3=0.35*0.55截面 LL3=11.555*4=6.222 mmV3=S33L3=0.335*00.5*6.222=11.099 m33S4=0.25*0.885截面面 LL4=77.422*4+7.444*44=599.444 mV4=0.25*0.885*559.4

19、44=112.663 mm3S5=0.25*0.667截面面 L5=700.500+199.433*2+10.45*4+00.866*100+1.26*12+7.774*44=2005.884 mmV5=S55L5=0.225*00.677*2005.884=334.448 mm3S6=0.25*0.55截面 LL6=226.33*2+29.55*2+11.566*122+4.65=1355.077 mV6=S66L6=0.225*00.5*1355.077=166.888 m33S7=0.25*0.33截面 LL7=664.883 mmV7=0.25*0.33*644.833=4.86 m3

20、四五六层梁梁将二层LLL38截截面由SS=0.25*0.667转换换成S=0.225*00.5 其他完完全同二二层387.881 L=10.45*4+11.266*122=566.922 m变量：VV=（00.255*0.67-0.225*00.5）*56.92=2.442 mm3V=1311.699-2.42=1299.277 m33三层体积：V=1129.27*3层=3877.811 m33屋顶框架梁梁S1=0.38*0.885截面面 LL1=223.884*44=955.366 m104.338 V1=S11L1=0.335*00.855*955.366=288.377 m33S2=0.

21、35*0.667截面面 LL2=337.554*22=755.088 mV2=S22L2=0.335*00.677*755.088=177.611 m33S3=0.35*0.55截面 LL3=11.566*4=6.224 mmV3=S33L3=0.335*00.5*6.224=11.099 m33S4=0.25*0.885截面面 LL4=77.444*8=59.52 mV4=S44L4=0.225*00.855*599.522=122.655 m33S5=0.25*0.77截面 LL5=77.744 mV5=S55L5=0.225*00.7*7.774=11.355 m33S6=0.25*0.

22、667截面面 L66=233.222+7.6*44+8.1733*4+19.43*2=1113.17mmV6=S66L6=0.225*00.677*11113.17=18.96 m3S7=0.25*0.55截面 L7=233.544*2+29.55*2+224.225*22+1.56*16+1.226*112=1194.76 mV7=S77L7=0.225*00.5*1944.766=244.355 m33出屋顶梁S1=0.25*0.885截面面 L11=7.44*4=229.776 mm7.69 V1=S11L1=0.225*00.855*299.766=6.32 m3S2=0.25*0.5

23、5截面 L22=2.74*4=110.996 mmV2=S22L2=0.225*00.5*10.96=1.337 mm321现浇C300砼楼板板m3按梁间净面面积乘以以板厚以以立方米米计算420.883 三-六层楼楼板板厚：H=0.111 mm331.552 净面积：SS=二层层楼板面面积-减减少板块块面积减少板块面面积=99.122*4块块+9.26*10块块+4.09*2块=1377.266 二层楼板面面积=8890.60S=8900.600-1337.226=7753.34 V=SH=7533.344*0.11=82.88 m3四层体积：V=882.888*44层=3331.52 m3屋

24、面楼板板厚：H=0.111 mm83.788 净面积：SS=三层层楼板面面积+增增加板块块面积增加板块面面积=33.255*1.26*2块=8.119 三层楼板面面积=7753.34 S=7533.344+8.19=7611.533 V=SH=7611.533*0.11=83.78 m3出屋面楼板板板厚:H=0.111 mm5.53 净面积：SS=7.74*3.225*22=500.311 体积：V=SH=50.31*0.111=55.533 m3322现浇C300砼框架架柱m3按底面积乘乘以高度度以立方方米计算算154.550 二三层框架架柱框架柱总面面积:SS=111.144 71.300

25、 高度：H=3.22 m 体积：V=SH=11.14*3.22*2层层=711.300 m33四-六层框框架柱框架柱总面面积:SS=0.5*00.5*32根根=8.0076.800 高度：H=3.22 m 体积：V=SH=8*33.2*3层=76.80 m3楼梯间顶层层柱框架柱总面面积：SS=0.5*00.5*8根=2.000 6.40 高度：H=3.22 m 体积：V=SH=2*33.2=6.440 mm323现浇C300砼构造造柱m3按底面积乘乘以高度度以立方方米计算算41.644 二层 GZZ1S=0.224*00.244 7.15 H1=1.33 m NN=4根根； H22=2.35m

26、m N=14根根； H3=2.553m, N=30根根H4=2.7 mm NN=2根根； H55=1.15mm N=4根V=0.224*00.244*(11.333*4根根+2.35*14根根+2.53*30根根+2.7*22根+11.155*4根根) 7.115 mm3三-六层 GZ11S=0.224*00.244 29.088 H1=1.33 m NN=4根根； H22=2.35mm N=14根根； H3=2.553m N=118根H4=2.7 mm NN=144根； HH5=11.155m NN=4根根V=0.224*00.244）*（11.333*4根根+2.35*14根根+2.53*

27、18根根+2.7*114根+1.115 *4根根）=77.277 m33四层体积：V=77.277*4层层=299.088 m33出屋面 GGZ1S=0.224*00.244 0.54 H=2.335 mm NN=4根根 V=SHNN=0.24*0.224*22.355*4根根=0.54 m3女儿墙 GGZ1S=0.224*00.244 3.57 H1=1.32 m N=444根； HH2=00.322m N=112根V=0.224*00.244*(11.322*444根+00.322*122根）=3.557 mm3二-六层 GZ22S=0.22*0.12 1.30 H=1.115 mm NN

28、=166根V=SHNN=0.12*0.112*11.155*166根=00.266 m33五层体积：V=00.266*5层层=1.30 m324现浇C300砼楼梯梯按水平投影影面积以以平方米米计算259.550 二-六层 S=（8.2-00.244）*（33.5-0.224）*2个*5层=2599.500 梯梁支柱m3TZ：S=0.224*00.244 HH=1.25 m1.44 V=SHH=0.24*0.224*11.255*4根根*5层层=1.44 m3 V=SSH=00.244*0.35*1.668*44根*55层=22.822 m3325现浇C300砼过梁梁m3按断面面积积乘以长长度以

29、立立方米计计算4.89 二-六层M-1: S=00.122*0.12 LL=1.48mm NN=6根根4.75 V=SLNN=0.12*0.112*11.488*6根根=0.13 m3MC-2: S=0.112*00.155 L=11.988 m NN=6根根 V=SLNN=0.12*0.115*11.988*6根根=0.21 m3M10222：S=0.224*00.122 LL=1.48 m N=8根 VV=SLLN=00.244*0.12*1.448*88根=00.344 m33M10222-1:S1=0.224*00.122 L11=1.48 m N11=2根根 V1=S1LL1N11=

30、0.24*0.112*11.488*2根根=0.09 m3 S2=0.112*00.122 L22=1.48 m N22=1根根 V2=S2LL2N22=0.12*0.112*11.488*1根根=0.18 m3五层体积：V=（00.133+0.21+0.334+00.099+0.18）*5层=4.775 mm3楼梯间顶层层C15166: SS=0.24*0.115 LL=1.98 m NN=2根根0.14 VV=SLLN=00.244*0.15*1.998*22根=00.144 m3327现浇C300素砼挡挡水墙m3按断面面积积乘以长长度以立立方米计计算6.65 截面S1=0.224*00.

31、1 L11=255.4+10.54*2=446.449 mm5.60 VV1=SS1L1=0.224*00.1*46.49*5层=5.660 mm3截面S2=0.112*00.1 L22=8.7733*2=17.55 m1.05 VV2=SS2L2=0.112*00.1*17.55*5层=1.005 mm328现浇C300砼女儿儿墙挡板板m3按断面面积积乘以长长度以立立方米计计算10.522 S=0.112*00.255+0.12*0.11 LL=2003.666+446.880=2250.46 mV=(0.12*0.225+00.122*0.1）*2500.466=100.522 m3329

32、现浇C3砼砼雨棚按外伸部分分水平投投影面积积计算8.98 S=3.774*11.2*2块=8.998 30现浇C200砼女儿儿墙压顶顶m3按断面面积积乘以长长度以立立方米计计算6.99 屋顶层截面S=00.366*0.08 LL=1442.226+661.440=2203.66 m5.87 VV=SLL=0.36*0.008*2203.66=5.887 mm3出屋顶层截面S=00.3*0.008 LL=466.800 m1.12 VV=SLL=0.3*00.088*466.800=1.12 m331现浇C255砼承水台m3按断面面积积乘以高高度以立立方米计计算0.04 S=0.33*0.3 L

33、=0.11 m N=44个V=SLNN=0.3*00.3*0.11*4个个=0.04 m332现浇C155砼台阶阶按水平投影影面积以以平方米米计算46.444 截面S1=4.44*1.8*44块=332.668 截面S2=4.11*1.8*22块=114.776 合计:S=31.68+14.76=46.44 m3三.模版工工程（按按砼及钢钢筋砼体体积用含含模量计计算）33现浇砼承台台模板S=1811.399m3*1.999/m3=3600.977 34现浇砼基础础梁模板板S=46.69mm3*66.4/m33=2998.669 35现浇砼框架架柱模板板S=1999.644m3*6.88/mm3

34、=113577.555 36现浇砼楼板板模板S=5188.800m3*8.004/m3=41771.115 37现浇砼框架架梁模板板高度H00.3mm S=224.330m33*133/mm3=3315.90 高度H00.6mm S=1141.82mm3*110.660/m3=15003.229 高度H00.6mm S=6614.95mm3*88.100/mm3=449811.100 38现浇砼构造造柱模板板S=46.39mm3*66.677/mm3=3309.42 39现浇砼挡板板模板S=63.66mm3*119.009/m3=12115.227 40现浇砼过梁梁模板S=4.889m33*1

35、11.244/mm3=554.996 41现浇砼挡水水墙模板板S=6.665m33*7.44/m33=499.488 41现浇砼女儿儿墙压顶顶模板S=6.999m33*111.100/mm3=777.559 43现浇砼乘水水台模板板S=0.004m33*255.255/mm3=11.011 44现浇砼楼梯梯模板（水平投影影面积）SS=3111.440 45现浇砼台阶阶模板（水平投影影面积）SS=466.444 46现浇砼雨棚棚模板（水平投影影面积）SS=8.98 五.脚手架架工程47外墙双排砌砌筑脚架架按外墙边线线长度乘乘以外墙墙高度以以平方米米计算3836.84 外墙边线长长度:LL=399

36、.544*2+25.84*2=1130.76 m外墙高度：H=221.330 mm天井外墙边边线长度度：L=24.26*2+55.966*2=60.44 m天井外墙高高度：HH=177.4 mS=1300.766*211.300+600.444*177.400=38836.84 48内墙里砌筑筑脚手架架按内墙净长长乘以内内墙净高高以平方方米计算算4205.45 一层内墙净长LL=355.244 m 内墙净净高H=2.772 mm95.855 面积S=LLH=335.224*22.722=955.855 二层内墙净度HH1=22.355 m 内墙净净长L11=1008.229 mm806.666

37、 面积S1=L1HH1=1108.29*2.335=2254.48 内墙净度HH2=22.533 m 内墙净净长L22=1335.775 mm面积S2=L2HH2=1108.29*2.335=3343.45 内墙净度HH3=22.700 m 内墙净净长L33=455.600 m面积S3=L3HH3=445.660*22.700=1223.112 内墙净度HH4=22.900m 内内墙净长长L4=29.52 m面积S4=L4HH4=229.552*22.900=855.611 总面积S=2544.488+3443.445+1123.12+85.61=8066.666三-六层内墙净度HH1=22.

38、355m 内内墙净长长L1=1088.299 m3233.00 面积S1=L1HH1=1108.29*2.335=2254.48 内墙净度HH2=22.533m 内内墙净长长L2=1266.399 m面积S2=L2HH2=1126.39*2.553=3319.77 内墙净度HH3=22.7mm 内墙墙净长LL3=554.996 mm面积S3=L3HH3=554.996*22.7=1488.399 内墙净度HH4=22.9mm 内墙墙净长LL4=229.552 mm面积S4=L4HH4=229.552*22.900=855.611 总面积S=（2554.448+3319.77+1488.399+

39、855.611）*44层=332333.000 楼梯顶层高度H=22.355 m 净长LL=7.44*4=229.776 mm69.944 面积S=LLH=229.776*22.355=699.944 49现浇砼框架架柱脚架架按柱周长+3.66m乘以以柱高以以平方米米计算3362.53 双排KZ2S=（22.6+3.66）*77.077+（22.4+3.66）*33.2+（2+3.66）*99.6*8=9344.355KZ3S=（22.4+3.66)*77.177+(22+3.6)*12.8*12+(2.4+33.6)*0.1*88=13381.20KZ4 KKZ5S=(2+3.66)*223

40、.337*88=10046.9850现浇砼框架架梁脚架架按楼地面到到梁顶高高度乘以以净长以以平方米米计算137233.988 双排一层梁净长L=7699.866 m 高度HH=3.57 m2748.40 S=LH=7699.866*3.57=27448.440 二-五层梁净长L=7099.322 m 高度HH=3.2 mm9079.30 S=LH=7099.322*3.2*44层=990799.300 六层梁净长L=5511.877 m 高度HH=3.2 mm1765.98 S=LH=5511.877*3.2=117655.988 出屋顶梁净长L=40.72 m 高度HH=3.2 mm130.

41、330 S=LH=40.72*3.22=1330.330 六 门窗工工程51金属框双层层玻璃门门按洞口尺寸寸以平方方米计算算34.566 (铝合金组组合门)S=3.22*2.7*44=344.566 52金属框单层层玻璃门门按洞口尺寸寸以平方方米计算算303.772 (铝合金门门)S=1.88*2.7*22+1*2.22*155+0.7*22*300+1*2.55*600+1.6*11.5*60=3033.722 53木框单体实实体门按洞口尺寸寸以平方方米计算算259.990 (三夹木门门）S=0.99*2.5*660+11.8*2.55*8+1*22.2*40=2599.900 54金属框双

42、层层玻璃门门按洞口尺寸寸以平方方米计算算94.500 （铝合金门门）S=0.99*2.5*330+00.6*1.55*300=944.500 55已级防火门门按洞口尺寸寸以平方方米计算算27.000 S=1.88*2.5*66=277.000 56PVC框+LOWW-E按洞口尺寸寸以平方方米计算算中空玻璃窗窗带亮子：SS=3.6*11.8*4+22*1.8*44+2.4*11.8*8+33*1.6*112+11.8*1.66*388445.444 +1.55*1.6*220+55.4*1.22*244=4445.444 无亮子：SS=0.6*11.3*1200=933.600 93.600 5

43、7PVC框单单层玻璃璃按洞口尺寸寸以平方方米计算算（磨砂玻璃璃）带亮子：SS=1.5*11.6*10=24.00 24.000 无亮子：SS=0.6*00.6*20=7.220 7.20 58窗帘盒m按洞口尺寸寸加0.3m以以延长米米计算623.660 L=3.99*4+2.33*4+2.77*8+3.33*122+2.1*338+11.8*20+0.99*1220+00.9*20 +5.7*224+11.8*10+1.99*600+0.9*330=6623.60 m59木门贴脸m按洞口尺寸寸外围长长度以延延长米计计算732.880 L=（0.9+22.5）*2*660+（11.8+2.55）

44、*22*8+（1+2.22）*22*400=7332.880 mm七 砌筑工工程60MU10混混合砌筑筑砖墙m3按实砌体积积以立方方米计算算11.255 (-0.3300-0.0000)墙长:L=1566.266 m (框架架柱间净净长）墙高:H=0.33 m 外墙厚厚：B=0.224 mm体积：V=1566.266*0.3*00.244=111.255 m3361M5混合砂砂浆砌筑筑墙m3按实砌体积积以立方方米计算算（0.0000以以上）一层外墙长度：L=1123.22 m (框架柱柱间净长长）64.266 外墙高度：H=22.7 m 外外墙厚：B=00.244 m扣除:门窗窗洞口面面积S=

45、1455.088 构造体积：V=22.677 m33外墙体积VV=（1123.22*2.77-1445.008）*0.224-22.677=422.188 m33内墙长度：L=335.224 mm (框架柱柱间净长长）内墙高度: H=2.772 mm3 内墙墙厚度：B=00.244 m扣除：构造造体积VV=0.44+0.448=00.922 m33内墙体积：V=335.224*22.722*0.24-0.992=222.008 mm3二层(一砖砖墙）一砖墙 墙高高H1=2.553 mm 净长LL1=2272.92mm241.334 扣除：门窗窗洞口面面积S11=2113.336 构造体积VV1

46、=22.5+4.777+00.877=8.14 m3砌筑体积VV1=（22.533*2772.992-2213.36）*0.224-88.144=1551.997 mm3一砖墙 墙高高H2=2.335 mm 净长LL2=1134.32 m扣除：门窗窗洞口面面积S22=211.600 构造体积VV2=00.844+1.62=2.446 mm3砌筑体积VV2=（22.355*1334.332-221.66）*00.244-2.46=68.11 m3一砖墙 墙高高H3=2.77 m 净长长L3=43.20 m扣除：门窗窗洞口面面积S33=222 构造体积VV3=11.788+1.39+0.331=3

47、3.488 m33砌筑体积VV3=（22.7*43.20-22）*0.224-33.488=199.544 m33一砖墙 墙高高H4=1.115 mm 净长LL4=66.244 m砌筑体积VV4=11.155*6.24*0.224=11.722 m33（半砖墙）半砖墙 墙墙高H55=2.9 mm 净长LL5=229.116 mm7.46 扣除：门窗窗洞口面面积S55=277.300 构造体积VV5=229.116*00.122*0.1+00.311=0.66 m3砌筑体积VV5=（22.9*29.16-27.3）*0.112-00.666=6.21 m3半砖墙 墙墙高H66=2.7m 净净长L

48、66=4.76 m扣除：门窗窗洞口面面积S66=2.2 构造体积VV6=11.488*0.12*0.115=00.033 m33砌筑体积VV6=(2.77*4.76-2.22)*00.122-0.03=1.225 mm3三-六层(一砖）一砖墙 墙高高H1=2.553 mm 净长LL1=2215.90 m752.772 扣除：门窗窗洞口面面积S11=1555.776 构造体积VV1=11.466+2.06+0.887=44.399 m33砌筑体积VV1=（22.533*2115.99-1555.776）*0.224-44.399=899.322 m33一砖墙 墙高高H2=2.335 mm 净长L

49、L2=1134.32 m扣除：门窗窗洞口面面积S22=188.900 构造体积VV2=00.844+0.87=1.771 mm3砌筑体积VV2=（22.355*1334.332-118.99）*00.244-1.71=69.51 m3一砖墙 墙高高H3=2.77 m 净净长L33=566.166m扣除：门窗窗洞口面面积S33=222 构造体积VV3=11.788+1.39+0.331=33.488 m33砌筑体积VV3=（22.7*43.20-22）*0.224-33.488=277.633 m33一砖墙 墙高高H4=1.115 mm 净长LL4=66.244 m砌筑体积VV4=11.155*

50、6.24*0.224=11.722 m33合计：V=(899.322+699.511+277.633+1.72)*四层层=7552.772 mm3（半砖墙）半砖墙 墙墙高H55=2.9 mm 净长LL5=229.116 mm29.844 扣除：门窗窗洞口面面积S55=277.300 构造体积VV5=229.116*00.122*0.1+00.311=0.66 m3砌筑体积VV5=（22.9*29.16-27.3）*0.112-00.666=6.21 m3半砖墙 墙墙高H66=2.7 mm 净长LL6=44.766 m扣除：门窗窗洞口面面积S66=2.2 构造体积VV6=11.488*0.12*

51、0.115=00.033 m33砌筑体积VV6=(2.77*4.76-2.22)*00.122-0.03=1.225 mm3合计：V=(6.21+1.225)*四层=29.84 m3出屋面一砖墙 墙高高H1=2.335 mm 净长LL1=229.776 mm20.188 (一砖墙)构造体积VV1=00.588 m33砌筑体积VV1=22.355*299.766*0.24-0.558=116.220 mm3一砖墙 墙高高H2=2.77 m 净净长L22=100.966m扣除：门窗窗洞口面面积S22=2.7+99=111.7 构造体积VV2=00.311 m33砌筑体积VV2=(2.77*100.

52、966-111.7)*0.24-0.331=33.988 m33女儿墙一砖墙 墙高高H1=1.332 mm 净长LL1=2203.66 m54.911 （一砖墙）扣除：挡水水板体积积=（00.122*0.25+0.112*00.1）*2033.666=8.55 m3 木砖砖体积=0.006*00.066*0.12*（2003.666/11.2+1）=0.007 mm3 构造柱体体积=33.355 m33 合合计V=8.555+00.077+3.35=11.97 m3砌筑体积VV1=（11.322*0.24+0.006*00.066）*2203.66-11.97=53.28 m3一砖墙 墙高高H

53、2=1.332 mm 净长LL2=442.99 m扣除：挡水水板体积积=（00.122*0.25+0.112*00.1）*42.96=1.880 mm3 木砖砖体积=0.006*00.066*0.12*（422.966/1.2+11）=00.022 m33砌筑体积VV2=（00.322*0.24+0.006*00.066）*442.996-11.822=1.63 m3八 楼地面面工程62地面碎石垫垫层m3按室内主墙墙间净面面积乘以以厚度以以立方米米计算101.000 净面积S=10110 设计厚厚度H=0.11m体积V=SSH=110100*0.1=1101.00 m363地面C155砼垫层层

54、m3按室内主墙墙间净面面积乘以以厚度以以立方米米计算60.600 净面积S=10110 设计厚厚度H=0.006m体积V=SSH=110100*0.06=60.60 m364地面1：22水泥砂砂面按室内主墙墙间净面面积以平平方米计计算1010.00 净面积：SS=10010 65楼面1：22水泥砂砂面按室内主墙墙间净面面积以平平方米计计算3923.24 二层净面积：SS=8990.660+(22.7*22*3+8.996*44+8.6*22）*00.255=9337.991 937.991 三-六层净面积：7758.16 *44层=330322.644 3032.64 66屋面1:33水泥砂砂

55、浆找平平按实际面积积以平方方米计算算838.445 面积S=225.336*339.006+（00.8+1.44）/22*188.166*2+1.88*（229.33-0.24）*2 -3.774*88.444*2-9.444*224.774=8838.45 67屋面C200砼面层层m3按实际面积积乘以厚厚度以立立方米计计算33.544 面积S=8838.45 厚厚度H=0.004 mm体积：V=SH=8388.455*0.04=33.54 m368卫生间C220细石石砼m3按实际面积积乘以厚厚度以立立方米计计算13.455 面积：S=4.776*77.966*2+13.86=89.64 厚度

56、：H=0.003 mm五层体积VV=899.644*0.03*5层=13.45 m370水泥砂浆楼楼梯面按楼梯水平平投影面面积以平平方米计计算311.440 净面积：SS=3.26*7.996*112个=3111.400 71水泥砂浆踢踢脚线m按延长米计计算4559.14 一层长度：L=（399.3-0.224）*2+33.6*4+00.8*4+118.119*22+8.2*44+3.75*2210.776 +3.226*22+7.96*4=2210.76 m二-六层长度：L=1.26*2+11.388*2+3.112*22+3.28*2+11.466+1.7033+1.26*24059.80

57、 +3.12*2+44.188*2+1.8833*2+11.266*2+3.332*22+4.18*2+110.776 +100.333+0.56+8.22+3.36*2+44.766*2+5.224*22+299.2+25.84 +（7.96*2+11.266*2+3.226*44）*2+229.006*22+244.744*2=8111.966m五层总长LL=8111.996*55层=440599.800m楼梯间一层：3.3*11.188*2+2*22+3.26*2+22.666*2=28.54 m288.556 二-六层：L=3*11.188*2+2.33*2+3.226*22+2.66

58、*2*五层=1155.744 m合计：(228.554+1115.74)*2=2888.566 m72水泥砂浆台台度m按延长米计计算485.880 二-六层长度：L=（1.56*2+11.266*2+1.5536+1.556+11.266+1.46+1.7703*2+11.766*2 +7.996*22+4.76*3）*2=997.116 mm五层合计：L=997.116*55层=4485.80 m73台阶水泥砂砂浆面按台阶的的的水平投投影面积积以平方方米计算算46.444 水平投影面面积：SS=466.444 （计算算见前）74C15砼散散水按散水中线线长度乘乘以宽度度以平方方米计算算65.

59、844 散水宽度：B=00.6 m中心线长度度：L=（7.22*2+66.3*2）*2+（33.1*2+00.8*2+220.003）*2 =1099.744 m水平投影面面积：SS=BLL=0.6*1109.74=65.84 75不锈钢楼梯梯扶手栏栏杆m按延长米计计算斜段长度：L=(3.663*11.1118*22+3*1.1118*10)*2个个=844.844 m水平段长度度：L=（1.6+00.066+0.05）*2个=3.442m弯头长度：L=(0.005*22+0.06)*222个=33.522 m合计：L=81.84+3.442+33.522=888.788m76阳台型钢栏栏杆按

60、图示尺寸寸以计计算南北外阳台台圆钢300：重量量：G=2.44*3根根*144个*55层*55.555=27797.20 2797.20 东西外阳台台圆钢300：重量量：G=3.336*77根*22个*55层*55.555=13305.36 1305.36 方钢400：重要要：G=1.22*3根根*2个个*5层层*0.04*0.004*778500=4552.116452.116 九 屋面防防水工程程77高聚沥青卷卷材防水水按实际铺设设面积计计算952.996 S=屋面净净面积+女儿墙墙泛水面面积S=8338.115+77.966*3.26*2+00.255*2550.446=9952.967