土建工程量计算公式.xls

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1、工程量计算表工程名称:C59-62多联体别墅工程 清单内项目序序号号分分项项工工程程名名称称及及说说明明工工程程量量计计算算式式数数量量总总量量单单位位 所所在在图图纸纸备备注注1 1砌砌3/43/4砖砖外外墙墙333.775m1.1祥见外砖墙计算表375.859375.8591.2扣门窗MC1 1.8*2.4*4樘-17.280M1 1.2*2.2*8-21.120C1 1.6*1.5*12-28.800C2 1.2*1.2*4-5.760C3 0.9*1.5*4-5.400C4 0.5*1.5*12-9.0001.3围墙4.9*1.54*645.2762 2m2.12.22.32.4第1页

2、,共35页mmm个套kgt支副座樘元栋对第2页,共35页序号部位或说明段长度原地面标高Y管底标高W管底标高Y管径W管径Y管D1W管D1两管距离碎石沙层高度Y管C20砼座W管C20砼座坑上作业大梯形管沟土方工程量(m3)基座及管占体积(m3)回填土方(m3)挖淤深H1重叠部分H1重叠部分放坡系数上底 下底上级土方下级土方1 YA1-YA225.5 8.2 5.3 5.2 0.37 0.49 0.494 0.6241.5 0.150.235 0.02850.302 0.0498 0.75 6.61 2.26327.8942.1020.50309.50 1.530 8.1 5.4 5.31.5 0.

3、150.75 5.751.7301.730.601.80300.531.5 0.150.751.71.70.000.000.000.001.5 0.150.751.71.70.000.000.000.001.5 0.150.751.71.70.000.000.000.001.5 0.150.751.71.70.000.000.000.001.5 0.150.751.71.70.000.000.000.001.5 0.150.751.71.70.000.000.000.001.5 0.150.751.71.70.000.000.000.001.5 0.150.751.71.70.000.000.

4、000.001.5 0.150.751.71.70.000.000.000.001.5 0.150.751.71.70.000.000.000.001.5 0.150.751.71.70.000.000.000.001.5 0.150.751.71.70.000.000.000.001.5 0.150.751.71.70.000.000.000.00挖淤泥土方(m3)86.4100000000000000管沟土方工程量计算表工程名称：广东实验中学高中校区市政工程序号部位或说明段长度原地面标高Y管底标高W管底标高Y管径W管径Y管D1W管D1两管距离碎石沙层高度Y管C20砼座W管C20砼座工作面(

5、两边)管沟土方工程量(m3)基座及管占体积(m3)回填土方(m3)挖淤深度H1重叠部分H1重叠部分上级土方下级土方1 YA1-YA225.5 8.2 5.3 5.2 0.37 0.49 0.4940.6241.5 0.150.235 0.02850.302 0.0498 0.6201.8843.28920.496184.677 1.50.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.

6、0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000挖淤泥土方(m3)109.3570.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000

7、.0000.0000.0000.0000.0000.0000.000工程名称：土方计算表第7页，共35页序号项目编号同样件数长A（m）宽B（m）高H（m）放坡系数（K）工作面（C）四锥角体积（m3）单个体积(m3)土方体积（m3）备注J155.001.501.501.500.330.300.1210.22562.3010.001.5022.001.500.330.300.1290.02900.204.001.2011.001.500.330.300.1241.76167.040.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

8、0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00合计1629.53编制单位：编制人：日期：工程名称：土方计算表第8页，共35页序号项目编号同样件数长A（m）宽B（m）高H（m）放坡系数（K）工作面（C）四锥角体积（m3）单个体积(m3)土方体积（m3）备注编制单位：编制人：日期：工程名称：土方计算表第9页，共3

9、5页编制单位：编制人：日期：工程名称：人工挖孔桩工程量计算表第10页，共35页序号人工挖孔桩编号桩直径D（m）扩底直径D0(m)桩长H（m）桩扩底高H1（m）桩扩底高H2（m）球缺砼高H3(m)同样件数圆柱砼(m3)圆台砼(m3)球缺砼(m3)孔桩体积（m3）其中桩护壁桩芯ZJ1-1.21.6001.60011.0000.20030.0663.5040.0000.000663.504173.174498.291ZJ2a-1.21.6001.60011.0000.20016.0353.8690.0000.000353.86992.360265.755ZJ2-1.21.6001.6009.8000

10、.3000.9000.20036.0709.3461.81011.085722.241188.505542.403ZJ3-1.21.6001.6008.9000.3001.8000.2003.053.6833.6200.92458.22715.19743.728ZJ4-1.21.6001.8009.8000.3000.9000.20023.0453.1932.0458.925464.164121.147348.587ZJ5-1.21.6001.8008.0000.3002.7000.2003.048.2556.1361.16455.55514.50041.722ZJ6-1.21.6002.00

11、09.5000.3001.2000.20047.0897.7413.06722.446923.254240.969693.364ZJ7-1.41.8002.2009.5000.3001.2000.20015.0362.6183.7838.648375.04997.888281.662ZJ8-1.62.0002.6009.2000.3001.5000.2008.0231.2216.2686.422243.91263.661183.1783773.43026.72959.6153859.7731007.4012898.690ZJ9-1.82.2002.8009.2000.3001.5000.200

12、10.0349.7227.3999.300366.42276.582293.504ZJ10-2.02.4003.0009.2000.3001.5000.2001.041.6208.6251.06751.31110.72441.100391.34216.02410.367417.73387.306334.604合计4164.77142.75369.9824277.5061094.7073233.294注：有护壁桩径加上护壁厚度（D+200）。4328.001编制单位：编制人：日期：2005-10-13工程名称：人工挖孔桩工程量计算表第11页，共35页编制单位：编制人：日期：2005-10-13工

13、程名称：桩猪笼筋工程量计算表第12页，共35页序号人工挖孔桩编号桩直径D（m）笼筋长H（m）直筋()直筋条数螺旋筋直径()螺旋筋间距(m)加劲箍筋直径()加劲箍筋个数同样件数直筋重量合计(kg)单件螺旋筋重量(kg)螺旋筋重量合计(kg)加劲箍筋重合计量(kg)笼筋总重量合计(kg)ZJ1-1.21.20011.01818.0080.20166.0030.012651.77883.4932504.7941071.97613807.247ZJ2a-1.21.20011.02018.0080.20166.0016.08387.25183.4931335.890571.7219042.465ZJ2-

14、1.21.20011.01818.0080.20166.0036.015182.13383.4933005.7531286.37116551.997ZJ3-1.21.20011.02018.0080.20166.003.01572.61083.493250.479107.1981763.300ZJ4-1.21.20011.01818.0080.20166.0023.09699.69683.4931920.342821.84810605.037ZJ5-1.21.20011.02018.0080.20166.003.01572.61083.493250.479107.1981763.300ZJ6-

15、1.21.20011.01818.0080.20166.0047.019821.11883.4933924.1771679.42921584.040ZJ7-1.41.40011.02022.0080.20166.0015.09610.39297.3721460.586625.31910333.084ZJ8-1.61.60011.02026.0080.20186.008.06057.459111.256890.047482.3896651.104ZJ9-1.81.80011.02230.0080.20186.0010.010643.102125.1421251.420678.36011446.6

16、04ZJ10-2.02.00011.02234.0080.20186.001.01206.218139.030139.03075.3731420.622合计192.096404.36616932.9977507.182104968.801编制单位：编制人：日期：2005-10-13工程名称：桩猪笼筋工程量计算表第13页，共35页编制单位：编制人：日期：2005-10-13工程名称：桩工程量计算表第14页，共35页承台编号桩径(m)桩壁厚度(m)桩台含桩数（支）桩有效长(m)同样件数桩长合计(m)桩芯长(m)桩芯半径(m)桩芯捣砼合计(m3)单个桩尖重量(kg)桩尖合计(T)单桩钢筋数根桩头钢筋

17、截断(根)凿桩头长度(m)凿桩头体积(m3)截桩头合计(个)电焊接桩(个)ZJ1-4000.40.0951.00025.511280.501.20.110.4625.300.2800.603.1311123ZJ2-4000.40.0952.00025.513663.001.20.111.0825.300.6600.603.7002655ZJ3-4000.40.0953.00025.512918.001.20.111.5025.300.9100.603.4153677ZJ4-4000.40.0954.00025.5202040.001.20.113.3325.302.0200.605.69280

18、170小计563901.504.800.426.36101.203.870.000.002.4015.94153.00 325.13ZJ2-3000.30.0701.00025.510255.001.20.080.2416.460.1600.451.2031021小计10255.001.200.080.2416.460.160.000.000.451.2010.0021.25ZJ3A-5000.50.1253.00025.5176.501.20.130.1841.630.1200.750.55236ZJ4-5000.50.1254.00025.54408.001.20.130.9441.630

19、.6700.752.2091634ZJ3A-5000.50.1255.00025.52255.001.20.130.5941.630.4200.751.1051021小计77400.381.71124.891.210.000.003.8729.0061.63合计734896.007.808.315.240.0021.01192408其中300255.00C30砼4003901.50500739.504896.00编制单位：编制人：日期：2005-7-7工程名称：砼承台工程量计算表第15页，共35页序号承台编号承台宽A（m）承台宽B（m）承台高H1（m）承台宽a（m）承台宽b（m）承台高H2（m

20、）同样件数承台体积（m3）承台模板（）砼垫层体积(m3)垫层模板面积()挖放坡土方备注挖土深度(m)放坡系数(K)计放坡体积(m3)无放坡体积(m3)ZJ1-3002.0002.0001.0003.0012.0024.001.452.642.000.3364.6426.46ZJ2-3000.000.000.000.000.000.330.00ZJ1-4000.000.000.000.000.00ZJ2-4000.000.000.000.000.000.330.00ZJ2A-4000.000.000.000.000.001.330.00ZJ3-4002.2992.0761.20016.0078.

21、50122.305.2511.360.330.002.2992.0761.05020.0085.86133.776.5614.201.330.002.2992.0761.00081.00331.19515.9726.5757.512.330.002.2992.0761.15011.0051.7280.583.617.813.330.002.2992.0761.1001.004.507.010.330.714.330.002.2992.0761.2501.005.117.960.330.715.330.00合计133.00568.89891.5944.0994.9464.64编制单位：编制人：日

22、期：2023/4/8工程名称：砼基础梁工程量计算表第16页，共35页梁编号卡数梁所在轴线梁宽b（m）梁高h（m）基础梁总长L（m）同样件数基础梁体积(m3)基础梁模板()架空基础梁模板()梁底垫层厚度（m）梁底垫层体积(m3)梁底垫层模板(m2)砖基础高度(m)砖基础体积(m3)土方高度(m)土方体积(m3)备注JKL11D0.2500.6005.80021.74013.9200.1000.5222.3200.0001.2006.264JKL22B0.2000.5001.54020.3083.0800.1000.1230.6160.0001.1001.355JKL310.2000.4002.1

23、0040.6726.7200.1000.3361.6800.0001.0003.360JKL41A0.2000.5002.70020.5405.4000.1000.2161.0800.0001.1002.376JXL5A0.2500.4000.87020.1741.3920.1000.0780.3480.0001.0000.783JKL61C0.2000.4004.00010.3203.2000.1000.1600.8000.0001.0001.600JKL70.2000.5001.9002.00.3803.8000.1000.1520.7601.1001.672JKL810.2000.400

24、10.8001.00.8648.6400.1000.4322.1600.0001.0004.320JKL91B0.2000.5004.8001.00.4804.8000.1000.1920.9600.0001.1002.112JKL101B0.2500.4001.3001.00.1301.0400.1000.0590.2600.0001.0000.585JXL11A0.2500.4000.7001.00.0700.5600.1000.0320.1400.0001.0000.315JKL121A0.2500.5000.9001.00.1130.9001.1250.0000.0000.0001KL

25、11AB0.2500.5006.4001.00.8006.4008.0000.0000.0000.0001KL22AB0.2500.40011.0601.01.1068.84811.6130.0000.0000.0001KL3A140.2500.5001.2501.00.1561.2501.5630.0000.0000.000合计7.85369.95022.3012.30211.1240.00024.742编制单位：编制人：日期：2023/4/8工程名称：砼基础梁工程量计算表第17页，共35页编制单位：编制人：日期：2023/4/8工程名称：砼矩柱工程量计算表第18页，共35页柱编号所在轴线形

26、状砼标号周长轴线层数柱截面（m）柱高H（m）层数同样件数柱体积（m3）柱模板（）柱占楼面面积()备注柱长a柱宽b层高板厚BZ1ABCC251.6外底0.3000.5000.7001.032.03.36035.8404.800C251.61-20.3000.5003.9000.1002.032.036.480389.1209.600C2500.1000.0000.000BZ1b-cC252底0.5000.5000.7001.07.01.2259.8001.750C2521-20.5000.5003.9000.1002.07.013.300106.4003.50000.0000.000BZ1dC3

27、02外底0.5000.5000.7001.010.01.75014.0002.500C252外1-20.5000.5003.9000.1002.010.019.000152.0005.000C3000.1000.0000.000BZ1eC302底0.5000.5000.7001.02.00.3502.8000.500C2521-20.5000.5003.9000.1002.02.03.80030.4001.00000.0000.0000.000合计79.265740.36028.650其中C2554.365C302.100注:柱砼体积公式=柱长*柱宽*(层高-板厚)*层数*同样件数1.8内小计

28、424.960柱模板公式=(柱长+柱宽)*2*(层高-板厚)*层数*同样件数1.8外小计315.400占楼面面积公式=柱长*柱宽*层数*同样件数外轴线小计201.840编制单位：编制人：日期：2023/4/8工程名称：砼矩柱工程量计算表第19页，共35页内轴线小计538.520柱编号所在轴线形状砼标号周长轴线层数柱截面（m）柱高H（m）层数同样件数柱体积（m3）柱模板（）柱占楼面面积()备注柱长a柱宽b层高板厚编制单位：编制人：日期：2023/4/8工程名称：砼矩柱工程量计算表第20页，共35页56.465740.360740.360编制单位：编制人：日期：2023/4/8工程名称：砼矩柱工程

29、量计算公表第21页，共35页柱编号形状砼标号周长层数柱直径R（m）柱高H（m）层数同样件数柱体积（m3）柱模板（）柱占楼面面积（）备注层高板厚BZ5园C251.885底0.6000.7000.1001.01.00.1701.1310.283园C251.8851-20.6003.9000.1002.01.02.14914.3280.566园C201.8853-50.6003.9000.1003.01.03.22421.4910.848园C201.88560.6002.9000.1001.01.00.7925.2790.283园0.0000.0000.000BGGZ1园C302.514底0.800

30、0.7000.1001.01.00.3021.5080.503园C302.51410.8003.9000.1001.01.01.9109.5520.503园C301.8852-50.6003.9000.1004.01.04.29828.6551.131园C301.88560.6002.9000.1001.01.00.7925.2790.283独立柱合计13.63687.2224.399C30砼合计7.302C25砼合计2.319C20砼合计4.01513.636编制单位：编制人：日期：2023/4/8工程名称：砼矩梁工程量计算表第22页，共35页梁编号卡数梁所在轴线内外梁梁截面（m）梁总长L（

31、m）层数同样件数梁体积（m3）梁模板（）占楼面面积（）备注梁宽b梁高h板厚列式结果二至六层梁KL111/Y外0.2000.5000.1002.5+4-0.5=6.000512.40030.0006.000KL231/X外0.2000.5000.10025.5-0.5*4-0.3*2=22.900519.160114.50022.9000.2000.5000.10025.5-0.5*4-0.3*3=22.600519.040113.00022.600KL32X0.2000.5000.10025.5-0.5*4-0.3*4=22.300518.920111.50022.3000.2500.7500

32、.10025.5-0.5*4-0.3*5=22.0005117.875170.50027.500KL42W外0.2500.5000.10025.5-0.5*4-0.3*6=21.7005554.250569.625135.6250.2500.5000.10025.5-0.5*4-0.3*7=21.4005553.500561.750133.750外0.3500.5000.10025.5-0.5*4-0.3*8=21.1005573.850606.625184.6250.5000.1000.0000.000KL52V0.2000.5000.10025.5-0.5*4-0.3*10=20.5005

33、973.800922.500184.5000.2500.5000.10025.5-0.5*4-0.3*11=20.2005990.900954.450227.250KL63U0.2500.5000.10025.5-0.5*4-0.3*12=19.900519.950104.47524.875合计403.654258.93991.93其中0.25内小计3652.300梁砼体积公式=梁宽*(梁高-板厚)*梁总长*层数*同样件数0.25外小计606.625梁模板公式=梁宽+(梁高-板厚)*2*梁总长*层数*同样件数其中外轴线小计1320.750占楼面面积公式=梁宽*梁总长*层数*同样件数内轴线小计2

34、938.175层高3.9米编制单位：编制人：日期：2023/4/8工程名称：剪力墙体工程量计算表第23页，共35页砖墙编号墙体所在轴线砼标号说明长或宽（m）墙厚（m）墙高（m）板厚层数同样件数墙体积（m3）模板面积（）备注列式结果Q1C30地/首10.5转角+1+2.3=13.8000.306.0000.1001.01.024.426162.840C25二至六21A轴+1B轴+2.3=24.3000.256.0000.1005.01.035.843286.740C20梯屋10.5+1+2.3=13.8000.253.0000.1001.01.010.00580.0400.1000.0000.0

35、00Q2C30地/首2.725=2.7250.559.0800.1001.01.013.45948.941C25二至六2.325=2.3250.254.0900.1005.01.02.31918.554C20梯屋0.975=0.9750.254.0900.1001.01.00.9737.7810.1000.0000.000Q1C30地/首4.840=4.8400.859.0800.1001.01.036.94486.926C25二至六4.840=4.8400.254.0900.1005.01.04.82838.623C20梯屋4.700=4.7000.254.0900.1001.01.04.6

36、8837.5060.1000.0000.000Q18-2/7交B-CC30地/首14.290=14.2900.3010.7300.1001.01.045.571303.805C25二至六14.290=14.2900.254.1000.1005.01.014.290114.320C20梯屋13.150=13.1500.254.4000.1001.01.014.136113.0900.1000.0000.000Q3C30地/首1.900=1.9000.2010.7300.1001.01.04.03940.394C25二至六1.900=1.9000.204.0900.1005.01.01.51615

37、.162C20梯屋2.050=2.0500.204.0900.1001.01.00.04116.359合计213.0781371.081其中C30124.4391235.214 40内C2558.79648.941 70内C2029.84386.926 100内编制单位：编制人：日期：2023/4/8工程名称：楼梯工程量计算表第24页，共35页楼梯编号墙体所在轴线说明长（m）宽（m）高（m）同样件数砼体积（m3）模板面积（）备注C25砼楼梯步级1.0780.2800.15024.00.543首层台阶1.0780.2800.1505.00.113斜板3.5671.0780.1202.00.923

38、平台2.1561.600.101.00.345梯梁TL12.1560.200.251.00.108PTL12.1560.150.251.00.081C25砼合计1.2680.000楼梯模板4.6802.161.010.085编制单位：编制人：日期：2005-9-7工程名称：楼板工程量计算表第25页，共35页楼板编号墙体所在轴线说明长（m）宽（m）板厚（m）层数同样件数砼体积（m3）模板面积（）二至五层1/Y-1/X交4-53.2005.4000.104.001.06.91269.1201/X-U交2-521.00012.6000.104.001.0105.8401058.400U-P交2-1/

39、2430.50071.6500.104.001.0874.1308741.300U交5-2148.0000.5000.104.001.09.60096.000R-Q3.2000.6000.104.001.00.7687.6801/X-X交2-4扣楼梯8.8003.0000.104.00-2.0-21.120-211.200T-R交2-3扣空位5.9008.8000.104.00-1.0-20.768-207.680T-R交5-1947.8005.8000.104.00-1.0-110.896-1108.960P-Q交21-1/249.40011.6500.104.00-1.0-43.804-4

40、38.040S-R交21-1/245.80011.6500.104.00-1.0-27.028-270.280U-T交22-1/248.90011.4500.104.00-1.0-40.762-407.6200.0000.000六层1/Y-1/X交4-53.2005.4000.101.001.01.72817.2801/X-U交2-521.00012.6000.101.001.026.460264.600U-P交2-2230.50063.0000.101.001.0192.1501921.500U交5-2148.0000.5000.101.001.02.40024.000R-Q3.2000.6

41、000.101.001.00.1921.9201/X-X交2-4扣楼梯8.8003.0000.101.00-2.0-5.280-52.800T-R交2-3扣空位5.9008.8000.101.00-1.0-5.192-51.920T-R交5-1947.8005.8000.101.00-1.0-27.724-277.240P-Q交21-229.4003.0000.101.00-1.0-2.820-28.200S-R交21-225.8002.0000.101.00-1.0-1.160-11.6000.0000.000天面层1/Y-1/X交4-53.2005.4000.101.001.01.7281

42、7.2801/X-U交2-521.00012.6000.101.001.026.460264.600U-P交2-2130.50060.0000.101.001.0183.0001830.000U交5-2148.0000.5000.101.001.02.40024.000R-Q3.2000.6000.101.001.00.1921.9201/X-X交2-4扣楼梯8.8003.0000.101.00-2.0-5.280-52.800T-R交2-3扣空位5.9008.8000.101.00-1.0-5.192-51.920T-R交5-1947.8005.8000.101.00-1.0-27.724-

43、277.2400.0000.000梯屋0.0000.0009.5003.7500.101.004.014.250142.500编制单位：编制人：日期：2023/4/8工程名称：楼板工程量计算表第26页，共35页合计1103.46011034.600屋架斜板X-T交2-412.90029.4000.1001.001.037.926379.260扣9.0001.2000.1001.00-1.0-1.080-10.8000.7501.0000.1001.00-3.0-0.225-2.250U-T交5-2149.20013.4000.101.001.065.928659.280扣9.0001.2000

44、.101.00-1.0-1.080-10.8000.7501.0000.1001.00-3.0-0.225-2.250Q-P交2-2265.40013.4000.101.001.087.636876.360扣0.7501.0000.1001.00-6.0-0.450-4.5000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000合计188.4301884.300层高3.9米楼板编号墙体所在轴线说明长（m）宽（m）板厚（m）层数同样件数砼体积（m3）模板面积（）编制单位：编制人：日期：2023/4/8工程名称：楼板工程量计算表第

45、27页，共35页183.218180.754175.584编制单位：编制人：日期：2023/4/8工程名称：后浇带工程量计算表第28页，共35页说明构件编号长（m）宽（m）板厚（m）同样件数砼体积（m3）模板面积（）备注1、砼后浇带梁宽高长二层0.0000.000BKL130.3001.0501.002.00.6304.800BL19/BL410.3000.7501.002.00.4503.600BKL15/23/26/290.3000.6501.008.01.56012.800BL240.2000.6501.002.00.2603.000BKL16/18/190.3501.0501.003.

46、01.1037.350BL330.2500.6001.002.00.3002.90019.0天面BWKL110.3001.0801.002.00.6484.920BWL140.2500.5801.006.00.8708.460BWKL140.3000.6801.002.00.4083.320BWL180.2500.6801.004.00.6806.440BWKL160.3501.0801.001.00.3782.51015.0小计34.07.28760.1002、砼后浇带楼板长宽厚二层48.6001.000.151.07.29048.6000.0000.000天面48.6001.000.121

47、.05.83248.600小计13.12297.200合计20.409157.300编制单位：编制人：日期：2005-7-11工程名称：后浇带工程量计算表第29页，共35页0.60.62.40.41.050.55.55编制单位：编制人：日期：2005-7-11工程名称：门窗工程量计算表第30页，共35页序号门窗项目门窗性质门窗编号门窗宽（m）门窗高（m）同样件数门窗洞口面积（）单个门窗面积()门窗实际面积（）门窗边长度(m)窗台宽度(m)上下窗台板面积()左右窗侧面积()备注塑料门单开【M1】1.201.8024.051.8402.16049.702144.0000.0000.000双面夹板门

48、单开【M2】1.002.404.09.6002.4009.19627.2000.0000.000玻璃弹簧门双开【M3】2.503.304.033.0008.25032.30846.4000.0000.000玻璃弹簧门【M4】1.803.303.017.8205.94017.36430.6000.0000.000玻璃弹簧门【M5】1.202.402.05.7602.8805.54614.4000.0000.000双面夹板门单开【M6】0.902.108.015.1201.89014.40748.0000.0000.000【M7】0.802.505.010.0002.0009.51033.0000

49、.0000合计143.140138.031343.6000.0000.000编制单位：编制人：日期：2005-7-12工程名称：墙体工程量计算表第31页，共35页墙体所在轴线墙厚（m）长或宽（m）墙高（m）同样件数扣洞口墙体面积（）墙体积（m3）墙体总长(m)备注列式结果层高梁高洞口计算式结果()外墙灰砂砖3/4首层横向A交4/1-110.18=22.3006.001.201.0 2*6+【M1】*2+1*2+3*1.522.82084.22015.16022.30 2KL3A外交3-40.183.8+2.5-0.5*2+2=7.3006.000.602.0 2*6+【M3】*228.5005

50、0.3409.06114.60A外交11-120.183.8+2.5-0.5*2+3=8.3006.000.602.0【M3】+【M7】10.25079.39014.29016.60B轴交1-20.185.6转角+18+6-0.8*9=22.4003.500.501.0【M4】*2+【M5】14.76052.4409.43922.40合计76.330266.39047.95075.900注:墙体面积公式=长或宽结果*(层高-梁高)*同样件数-扣洞口结果编制单位：编制人：日期：2005-7-12工程名称：墙体工程量计算表第32页，共35页编制单位：编制人：日期：2005-7-12工程名称：抹灰含