结构工程量计算表格（自动计算）结构计算式.xls

1、汇总17.663序号定额编号项目名称单位数量桩芯CTJLZ102.8212.0004.9034.20716.01416.5t6.5130.05828.0t32.4460.1590.9807.2568拉结筋t3.047310t1.6830.061412t0.000514t616t712t9.5093.5151.376814t10.4870.4921.1765.657916t18.1501.1911.5501018t9.5880.9540.8970.7990.1741120t1.0280.8291222t0.0001325t0.000147t10.370159t0.00016桩芯C30砼m36.0

2、916.091一层单梁C25砼27.018一层单梁模板338.65117电渣压力焊接头个2334.728233518C25砼承台m362.36862.36819承台模板m2232.000232.00020C15砼垫层m320.12910.5099.62021垫层模板m277.10029.00048.10023基坑土方m3624.188624.18824C25砼基础梁m320.73520.73525基础梁模板m2207.350207.35026基槽土方m393.27193.27127C25砼柱m3118.822118.82228柱模板m21472.0501472.05029C25KB模板m288

3、.51230C25KB砼板m35.76031C25现浇板模板m22408.16032C25现浇板砼m3270.51633C25砼梁m3165.20734梁模板m32014.94647C20砼GZm37.27248GZ柱模板m272.72062C25检修孔个63C25雨棚砼m33.85364雨棚模板m246.03267C25楼梯投影m2199.67668楼梯模板m2199.67669止水螺杆12t0.00070螺杆12t0.00071PVC套管16m0.00072玻璃纤维网M21881.12073天沟砼m39.420天沟模板m2161.920过梁砼m37.690过梁模板m294.020压顶砼m3

4、3.810压顶模板m262.730零星砼m314.270零星模板m2215.09084WBA7-26屋面检查孔盖板(1000*1000)块85水池铸铁盖板(1700*2500)块86PVC阳台排水(单阳台)组87水池内粉防水砂浆m2钢托板kg170.000序号定额编号项目名称单位数量桩芯CTJLZ102.8212.0004.9034.20716.014KB2-6B1层KL2-6KL屋面KL屋面BGZ放射筋0.58017.3774.74623.7325.6366.3070.9510.0630.1994.6780.0540.2680.1970.1582.6601.1725.8591.3575.69

5、20.6150.5422.7060.4910.7540.2951.4780.0071.8479.2361.9050.8044.0191.8770.0330.1650.0000.0000.22410.0400.06327.018338.65188.5125.7602.0831958.784447.29321.720197.51151.285135.09130.1161693.256321.6907.27272.720KB2-6B1层KL2-6KL屋面KL屋面BGZ放射筋0.58017.3774.74623.7325.6366.3070.9510.063天沟过梁压顶老虎窗拉结筋雨棚楼梯TB楼梯TL

6、0.7600.2400.4401.5703.0470.6143.7261.9060.0600.7000.4401.5700.2951.6450.5043.0470.2400.7670.1270.0671.3140.0000.1451.2760.0640.0433.85346.032199.676199.6769.420161.9207.69094.0203.81062.7300.98013.29034.440180.650天沟过梁压顶老虎窗拉结筋雨棚楼梯TB楼梯TL0.7600.2400.4401.5703.0470.6143.7261.906零星增加1.0002.0001.000一门编号洞口

7、尺寸详编号单樘面积合计一层外一层内二三层外宽高m2樘数面积樘数面积樘数FHM0615丙6002100丙级防火门1.2685.680.0045.04FHM1021乙10002100乙级防火门2.1063.000.0024.20FHM1221乙12002100乙级防火门2.52141.120.000.00FHM1521乙15002100乙级防火门3.1544.10412.6026.30M08218002100夹板门1.68537.600.000.00M09219002100夹板门1.89623.700.0023.78M102110002100夹板门2.1042.000.0024.20M112111

8、002100 入户保温门(甲级)2.31401.9424.620.00M122112002100 单元对讲门(刷卡)2.5235.28410.080.00M182418002100塑钢推拉门3.78619.920.000.00SM-0115003500塑钢平开门5.2573.501473.500.00二窗0.000.000.00C09159001500 塑钢推拉窗(带纱)1.35359.100.000.00C101510001500 塑钢推拉窗(带纱)1.5078.000.000.00C151515001500 塑钢平开窗(带纱)2.25126.000.000.00C181518001500

9、塑钢平开窗(带纱)2.70291.600.000.00C211521001500 塑钢平开窗(带纱)3.15176.400.000.00C241524001500 塑钢平开窗(带纱)3.60201.600.000.00C252225002200塑钢平开窗5.50165.000.000.00BY121512001500百页窗1.80295.200.000.00SC-0141002600塑钢平开窗10.6610.66110.660.00SC-01a38502600塑钢平开窗10.0110.01110.010.00SC-01b41002650塑钢平开窗10.8721.730.000.002SC-01

10、c38502650塑钢平开窗10.2020.410.000.002SC-0214003500塑钢平开窗4.9039.20839.200.00SC-0376002600塑钢平开窗19.7639.52239.520.00SC-03a76002650塑钢平开窗20.1480.560.000.004SC-0488002600塑钢平开窗22.8822.88122.880.00SC-04a88002650塑钢平开窗23.3246.640.000.002SC-0515001800塑钢平开窗2.7048.601027.000.008SC-05a15002000塑钢平开窗3.0066.000.000.0022S

11、C-0653002600塑钢平开窗13.7813.78113.780.00SC-06a53002650塑钢平开窗14.0528.090.000.002SC-078003500塑钢平开窗2.805.6025.600.00SC-0847002600塑钢平开窗12.2212.22112.220.00SC-08a47002650塑钢平开窗12.4624.910.000.002SC-0926002600塑钢平开窗6.7613.52213.520.00SC-09a26002650塑钢平开窗6.8927.560.000.004SC-109003500塑钢平开窗3.150.000.000.00SC-10a10

12、001800塑钢平开窗1.803.6023.600.00SC-10b10002000塑钢平开窗2.008.000.000.004SC-1142002600塑钢平开窗10.9243.68443.680.00SC-11a42002650塑钢平开窗11.1389.040.000.008SC-1231002600塑钢平开窗8.068.0618.060.00SC-12a31002650塑钢平开窗8.2216.430.000.002SC-1373002650塑钢平开窗19.35154.760.000.008SC-1446002650塑钢平开窗12.1924.380.000.002SC-1530002650

13、塑钢平开窗7.9515.900.000.002SC-1648002650塑钢平开窗12.720.000.000.00SC09-126001550塑钢平开窗4.038.0628.060.00SC08-147001550塑钢平开窗7.297.2917.290.00SC06-153001550塑钢平开窗8.228.2218.220.00SC01-141001550塑钢平开窗6.366.3616.360.00SC03-176001550塑钢平开窗11.7823.56223.560.00SC04-188001550塑钢平开窗13.6413.64113.640.00SC01a-138501550塑钢平开窗

14、5.975.9715.970.00SC11-142001550塑钢平开窗6.5126.04426.040.00SC12-131001550塑钢平开窗4.814.8114.810.00SC05-115001800塑钢平开窗2.7021.60821.600.00SC10a-110001800塑钢平开窗1.803.6023.600.00计5385.60479.6623.52二三层内四层外四层内五至十六层外五至十六层内十七层外面积樘数面积樘数面积樘数面积樘数面积樘数面积樘数0.00810.080.0045.040.004860.480.000.000.0024.200.002450.400.000.0

15、00.00410.080.0048120.960.00825.200.000.000.0000.000.000.000.001626.880.00288483.840.000.000.002445.360.00288544.320.00816.800.00816.800.000.0020.00818.480.001227.720.00144332.640.000.000.000.000.000.000.000.001245.360.00144544.320.0080.000.000.000.000.000.000.000.000.000.000.000.000.000.001824.300.0

16、0216291.600.00280.000.0046.000.004872.000.000.000.0049.000.0048108.000.0040.000.00821.600.0096259.200.0040.000.00412.600.0048151.200.0040.000.00414.400.0048172.800.0040.000.00211.000.0024132.000.0040.000.001221.600.00144259.200.008.000.000.000.000.000.000.000.000.000.000.000.000.0021.730.000.000.000

17、.000.0020.410.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.0080.560.000.000.000.000.000.000.000.000.000.000.0046.640.000.000.000.000.0021.600.000.000.000.000.00二三层外66.000.000.000.000.000.000.000.000.000.000.000.0028.090.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.0

18、00.0024.910.000.000.000.000.000.000.000.000.000.000.0027.560.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.008.000.000.000.000.000.000.000.000.000.000.000.0089.040.000.000.000.000.000.000.000.000.000.000.0016.430.000.000.000.000.00154.760.000.000.000.000.0024.380.000.000.000.000.00

19、15.900.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.0

20、00.000.000.00646.0170.56165.86136.081990.321592.64十七层内顶层外顶层内汇总面积樘数面积樘数面积樘数面积项目名称单位0.0045.040.000.00丙级防火门m20.0024.200.000.00乙级防火门m20.00410.080.000.00夹板门m20.000.000.000.00入户保温门(甲级)m20.001626.880.000.00单元对讲门(刷卡)m20.001630.240.000.00塑钢推拉门m24.200.000.000.00塑钢平开门m20.00818.480.000.00塑钢推拉窗(带纱)m20.00410.084.

21、0010.082.005.04塑钢平开窗(带纱)m230.240.000.000.00塑钢平开窗m20.000.000.000.00百页窗m20.000.000.000.0037.800.004.005.400.000.000.000.000.009.000.000.000.0010.800.000.000.0012.600.000.000.0014.400.000.000.0022.000.000.000.0014.400.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.0

22、00.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00十七层外0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.0

23、00.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00155.44105.0015.485.04外窗数窗台长总长外墙

24、涂料数量M窗展面85.68248.221203.30401.9435.28619.9273.50437.10795.601189.86295.20266.001100.00292.60127.6852.001200.0062.4026.0056.001700.0095.2033.60108.002000.00216.0071.2856.002300.00128.8040.3256.002600.00145.6043.6830.002700.0081.0028.20164.001400.0088.561.004300.004.301.341.004050.004.051.292.004300.0

25、08.602.702.004050.008.102.608.001600.0012.807.842.007800.0015.604.084.007800.0031.208.201.009000.009.002.282.009000.0018.004.5818.001700.0030.6011.8822.001700.0037.4015.401.005500.005.501.582.005500.0011.003.182.001000.002.001.721.004900.004.901.462.004900.009.802.942.002800.005.602.084.002800.0011.

26、204.200.001100.000.000.002.001200.002.401.124.001200.004.802.404.004400.0017.605.448.004400.0035.2010.961.003300.003.301.142.003300.006.602.308.007500.0060.0015.922.004800.009.602.902.003200.006.402.260.005000.000.000.002.002800.005.601.661.004900.004.901.251.005500.005.501.371.004300.004.301.132.00

27、7800.0015.603.661.009000.009.002.071.004050.004.051.084.004400.0017.604.601.003300.003.300.938.001700.0013.605.282.001200.002.401.121483.00607.26构件编号构件数量底标高顶标高BH周长构件断面积柱高（m）砼强度等级构件体积构件面积钢筋编号主筋根数直径1桩芯4101.430014000.0711.4 C304.060.00纵筋61841钢托板41-53000.0712.89665 39.25kg/m22桩芯4201.421014000.0351.4 C30

28、2.040.00纵筋42041钢托板41-52100.0351.41936 39.25kg/m2ROUND(V1*P1*B1*O12*0.00617,1)(420)底部插筋上部收口筋长度单根主筋长度主筋合计长度接头搭接长度重重量量KgKg箍筋直径单根箍筋长度(拉筋)加密区S（mm)加密区间距非加密区S（mm)非加密区间距箍筋根数箍筋重量（Kg)汇总0.541.94477.24477.240 09548.09422008122.016.58.0500324.298.011418200.623363360 08296.5659200857.76C30砼8.0400212.9556数量0.0580.

29、1590.9540.8296.0910.0000.000000000000.0000.0000.0000.0000.0000.0004.0551.1000.114基基础础锚固:laEC35=27d承台个数62构件编号层数单层数量构件数量总数承台垫层厚JL口模宽长高砼标号桩直径垫层扣桩体积单个构件体积合计体积（m3）口个数1口个数2口个数CT11414110001000800100C250.832.800001414110001000800100C153000.0071 0.137 5.6140000141411000100080010014141100010008001001414110001

30、000800100CT1土14141160016001800100V土363.9CT2121212200800800100C251.408 29.57000121212200800800100C152100.0069 0.233 4.89500000121212200800800100121212200800800100CT212121280014001800100V土260.3保护层:40模板 m2钢筋3单模面积级别直径部位及根数间距间距长支座长或锚固长mm单根钢筋长（m）合计重量（Kg）03.20131.2012竖向筋6根2003.60786.40000.4016.4012横向筋6根200

31、3.60786.40012中间腰箍筋5根2004.00728.20004.80100.8014上筋4根4.84491.70000.6012.6018底筋6根20012003.56896.700124肢箍筋12根20022005.421213.5000汇总4.903m2计6.00.0008.00.000100.000123.515140.492180.897C25砼承台62.368承台模板232.000C15砼垫层10.509垫层模板29.000基坑土方624.188个数62.000构件编号层数单层数量构件数量总数梁轴长前支座 后支座截面梁净长梁砼及模板左右梁宽梁高砼标号单个构件体积合计体积（m

32、4）模板m3JL212243004005002004503400C25 0.31 0.6126.12H/11-13.21-2312243004005002004503400C15 0.14 0.2721.36122430040050020045034001224300400500200450340012243004005002004503400JL2土12243007008008005502800V土1.51 3.023JL214443005006002004503200C25 0.29 1.15211.52H/13-15.19-2114443005006002004503200C15 0.1

33、3 0.5122.56G/3-5.5-7144430050060020045032001444300500600200450320014443005006002004503200JL2土14443008009008005502600V土1.4 5.6142JL211143005003502004503450C25 0.31 0.31053.11F/13-1511143005003502004503450C15 0.14 0.1380.69111430050035020045034501114300500350200450345011143005003502004503450JL2土111430

34、08006508005502850V土1.54 1.5385JL214443003504002004503550C25 0.32 1.27812.78F/19-21.21-2314443003504002004503550C15 0.14 0.5682.84E/3-5.5-7144430035040020045035501444300350400200450355014443003504002004503550JL2土14443006507008005502950V土1.59 6.3699JL211136004505502004502600C25 0.23 0.2342.34B/10-1211

35、136004505502004502600C150.10.1040.52111360045055020045026001113600450550200450260011136004505502004502600JL2土11136007508508005502000V土1.08 1.0797JL215542004505502004503200C25 0.291.4414.40B/2-4.6-8.14-16.18-20.22-2415542004505502004503200C15 0.130.643.201554200450550200450320015542004505502004503200

36、15542004505502004503200JL2土15542007508508005502600V土1.4 7.0177JL213326003503502004501900C25 0.17 0.5135.13B/4-6.12-14.20-2213326003503502004501900C15 0.08 0.2281.14133260035035020045019001332600350350200450190013326003503502004501900JL2土13326006506508005501300V土0.7 2.1053JL11130005506002004001850C25

37、 0.15 0.1481.48H/9-1111130005506002004001850C15 0.07 0.0740.37111300055060020040018501113000550600200400185011130005506002004001850JL土11130008509008005001250V土0.6 0.6031JL12230004005002004002100C25 0.17 0.3363.36H/15-17.17-1912230004005002004002100C15 0.08 0.1680.841223000400500200400210012230004005

38、00200400210012230004005002004002100JL土12230007008008005001500V土0.72 1.4475JL13330004005502004002050C25 0.16 0.4924.92H/23-2513330004005502004002050C15 0.08 0.2461.23G/1-3.7-9133300040055020040020501333000400550200400205013330004005502004002050JL土13330007008508005001450V土0.7 2.0989JL12230004504002004

39、002150C25 0.17 0.3443.44F/15-17.17-1912230004504002004002150C15 0.09 0.1720.86122300045040020040021501223000450400200400215012230004504002004002150JL土12230007507008005001550V土0.75 1.4958JL13330004505502004002000C25 0.160.484.80F/23-2513330004505502004002000C15 0.080.241.20E/1-3.7-9133300045055020040

40、020001333000450550200400200013330004505502004002000JL土13330007508508005001400V土0.68 2.0265JL11130004506002004001950C25 0.16 0.1561.56E/9-1111130004506002004001950C15 0.08 0.0780.39111300045060020040019501113000450600200400195011130004506002004001950JL土11130007509008005001350V土0.65 0.6514JL1222600500

41、5002004001600C25 0.13 0.2562.561.D/12-14.20-2212226005005002004001600C15 0.06 0.1280.64122260050050020040016001222600500500200400160012226005005002004001600JL土12226008008008005001000V土0.48 0.965JL11124004508252004001125C25 0.090.090.90D/9-1011124004508252004001125C15 0.05 0.0450.23111240045082520040

42、011251112400450825200400112511124004508252004001125JL土11124007501125800500525V土0.25 0.2533JL111360013751002004002125C25 0.170.171.70D/10-12111360013751002004002125C15 0.09 0.0850.43111360013751002004002125111360013751002004002125111360013751002004002125JL土111360016754008005001525V土0.74 0.7358JL15542

43、001005502004003550C25 0.281.4214.20D/14-16.18-20.22-2415542001005502004003550C15 0.140.713.55C/2-4.6-8155420010055020040035501554200100550200400355015542001005502004003550JL土15542004008508005002950V土1.42 7.1169JL1221800450500200400850C25 0.07 0.1361.36D/16-17.17-181221800450500200400850C15 0.03 0.06

44、80.34122180045050020040085012218004505002004008501221800450500200400850JL土1221800750800800500250V土0.12 0.2413JL1331800450550200400800C25 0.06 0.1921.92D/24-251331800450550200400800C15 0.03 0.0960.48C/1-2.8-9133180045055020040080013318004505502004008001331800450550200400800JL土1331800750850800500200V土

45、0.1 0.2895JL1221100010010020040010800C25 0.86 1.72817.281.A/2-8.18-241221100010010020040010800C15 0.43 0.8644.32122110001001002004001080012211000100100200400108001221100010010020040010800JL土1221100040040080050010200V土4.92 9.843JL1111040010010020040010200C25 0.82 0.8168.161.A/10-161111040010010020040

46、010200C15 0.41 0.4082.04111104001001002004001020011110400100100200400102001111040010010020040010200JL土111104004004008005009600V土4.63 4.632JL13326005505502004001500C25 0.120.363.601.A/4-6.12-14.20-2213326005505502004001500C15 0.060.180.90133260055055020040015001332600550550200400150013326005505502004

47、001500JL土1332600850850800500900V土0.43 1.3028JL212240005504502004503000C25 0.270.545.401.25/C-E12240005504502004503000C15 0.120.241.20122400055045020045030001224000550450200450300012240005504502004503000JL2土12240008507508005502400V土1.3 2.5912JL12232005505502004002100C25 0.17 0.3363.361.25/E-G12232005

48、505502004002100C15 0.08 0.1680.84122320055055020040021001223200550550200400210012232005505502004002100JL土12232008508508005001500V土0.72 1.4475JL2a1661500100450200450950C25 0.09 0.5135.132.24.8.18.10.16/A1661500100450200450950C15 0.04 0.2281.141661500100450200450950166150010045020045095016615001004502

49、00450950JL2土1661500400750800550350V土0.19 1.1336JL216636005505502004502500C25 0.231.3513.502.24.8.18.10.16/A-C16636005505502004502500C150.10.63.00166360055055020045025001663600550550200450250016636005505502004502500JL2土16636008508508005501900V土1.03 6.154JL155320011505502004001500C25 0.120.66.003.23.7

50、.19.15/E-G155320011505502004001500C15 0.060.31.50155320011505502004001500155320011505502004001500155320011505502004001500JL土15532001450850800500900V土0.43 2.1713JL1166320055010002005001650C25 0.170.999.904.22.6.20.12.14/A166320055010002005001650C15 0.07 0.3961.9816632005501000200500165016632005501000