钢筋工程量计算表格实例.xls

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1、 带带基基钢钢筋筋工工程程量量计计算算表表座 基础层构件名称计算区域构件截面截面厚度保护层厚钢筋长度宽长6mm8mm10mm12mm14mm16mm 18mm 20mm 22mm 25mm 28mm1-1E/6-253.202-2C/8-122.20C/18-232.20B-C/8、12、18、232.203-3E-J/2、292.20A-D/3、282.20A-E/5、262.20A-E/102.203a-3aE-H/4、6、14、16、25、272.204-4A/3-5、26-283.00H/6-143.0018.800.04388.80225.24H/16-253.0019.380.04

2、402.30232.20J/1-4、27-303.007.400.04313.20180.964a-4a1、302.6016.650.04524.16344.605-5D-E/1-5、26-30 4.3010.000.04565.48360.721.4010.000.04337.6880.166-6A/8-121.4012.600.0492.1650.28A/18-231.4013.180.0488.4452.607-7A-B/1-3、28-30 3.355.300.04268.14140.400.905.300.04145.4454.00A-B/5-8、23-26 3.354.400.042

3、98.90117.000.904.400.04181.2045.008-8A/8-123.4016.050.04351.90224.28A-A4-6、14-16、2-27 4.004.000.04346.89210.122.174.00205.4498.88小 计（m)6mm8mm10mm12mm14mm16mm 18mm 20mm 22mm 25mm 28mm2107.44489.601753.962575.57页号：kg/m0.220.390.620.891.21kg 821.90303.551561.023116.448-8马镫筋备注直径长度变结001+结施002、00312.0020.

4、0012.0010.0010.0012.0012.0012mm52.000.8946.28 基基础础梁梁钢钢筋筋工工程程量量计计算算表表座 层构件名称根数钢筋长度箍筋长度12mm14mm16mm 18mm 20mm22mm25mm28mm 6mm 8mm10mm12mm每构件根数1-112828.66121419.846126121339.54562-212194.0499252.459999216.097212201103262.65103103224.82841268.763589.25353576.3983-336434.5214045570140389.1664443.40870563

5、6326.5210032550100277.976431.408504036402.1212841664128355.80928439.8086451.218187.5659191.755959164.00584218.404302418333.36107347.75107107297.43432232.8045443.23a-3a36283.32963124896266.85696430.2084838.472523.4417657244176489.237763-3855.6168870.44-424113.2842115.5214299.909624202.08802204080190.

6、30412567.12234643.5234234556.63924a-4a12206.04842318484199.81925-512126.9667184.256767159.64766-68356220497.2220220382.76487-71697.9256126.56285697.4310418159.6643139.754343119.52968213.5042217.68-836622.44214836.74107214610.9272214101.6072A-A2483.284570.2151638.722031.2103296.645281.121312mm14mm16m

7、m 18mm 20mm22mm25mm28mm 6mm 8mm10mm12mm小 计（m)265.161088.521750.43479.11103.956 8030.9032 5460.06624kg/m0.8882.4682.9863.8560.3950.6170.888235.4622686.467 5226.69413415.410436.0634955.0674848.539 基基础础梁梁钢钢筋筋工工程程量量计计算算表表构件名称计算区域构件截面截面周长保护层厚构件长度钢筋位置直径锚固个数每锚固长度接头个数每接头长度弯钩个数弯钩长度单根长度每件根数构件数根数钢筋长度宽高（m）（m）（m

8、）（m）12mm14mm1-1E/1-300.6 0.62.40.04 61.18 主筋0.02520.37580.969.0512112箍筋 0.012 0.1192.326121612箍筋 0.0120.237 2.188861216122-2C/8-120.6 0.62.40.0414.8主筋0.02220.3310.79216.1712112箍筋 0.012 0.2372.551201120箍筋 0.012 0.237 2.18281201120C/18-230.6 0.62.40.04 15.38 主筋0.02220.3310.79216.7512112箍筋 0.012 0.2372

9、.551261126箍筋 0.012 0.237 2.18281261126A-C/8、12、18、230.6 0.62.40.045.15主筋0.02220.330.7925.7312112箍筋 0.012 0.2372.5549149箍筋 0.012 0.237 2.1828491493-3D-J/2、290.6 0.930.0410.5主筋0.02520.37510.912.0718236箍筋 0.0122 0.2853.25862172箍筋 0.0122 0.285 2.7798862172腰筋0.01210.43210.85222443拉筋 0.0122 0.1420.8043286

10、A-D/3、280.6 0.930.047.5主筋0.02520.37510.99.0718236箍筋 0.0122 0.2853.25702140箍筋 0.0122 0.285 2.7798702140腰筋0.01210.4327.85222431拉筋 0.0122 0.1420.8035270A-E/5、260.6 0.930.049.6主筋0.02520.37510.911.1718236箍筋 0.0122 0.2853.25912182箍筋 0.0122 0.285 2.7798912182腰筋0.01210.4329.95222440拉筋 0.0122 0.1420.8046292A

11、-E/150.6 0.930.048.85主筋0.02520.37510.910.4218118箍筋 0.0122 0.2853.2571171箍筋 0.0122 0.285 2.779871171腰筋0.01210.4329.20221218拉筋 0.0122 0.1420.8036136A-H/100.6 0.930.04 16.05 主筋0.02520.37520.918.5218118箍筋 0.0122 0.2853.251461146箍筋 0.0122 0.285 2.77981461146腰筋0.01210.43216.40221233拉筋 0.0122 0.1420.807317

12、33a-3aE-J/4、270.6 0.930.047.2主筋0.02520.3750.97.8718236箍筋 0.0122 0.2853.25552110箍筋 0.0122 0.285 2.7798552110腰筋0.01210.4327.55222430拉筋 0.0122 0.1420.8028256E-H/6、14、16、250.6 0.930.046.6主筋0.02520.3750.97.2718472箍筋 0.0122 0.2853.25554220箍筋 0.0122 0.285 2.77985542203-3腰筋0.01210.4326.95224856拉筋 0.0122 0.1

13、420.802841124-4A/3-5、26-280.6 0.72.60.044.2主筋0.0220.30.724.7212224箍筋 0.012 0.2372.7522244箍筋 0.012 0.237 2.378822244J/1-4、27-300.6 0.72.60.047.9主筋0.0220.30.728.4212224箍筋 0.012 0.2372.7540280箍筋 0.012 0.237 2.378840280H/4-270.6 0.72.60.04 46.74 主筋0.0220.30.7247.2612112箍筋 0.012 0.2372.752961296箍筋 0.012

14、0.237 2.378829612964a-4a1、30/A-G0.6 0.72.60.04 16.65 主筋0.0220.30.7217.1712112箍筋 0.012 0.2372.751091109箍筋 0.012 0.237 2.378810911095-5D/1-5、26-300.6 0.72.60.0410主筋0.02220.330.79210.5812112箍筋 0.012 0.2372.7573173箍筋 0.012 0.237 2.3828731736-6A/5-260.5 0.62.20.04 43.98 主筋0.0220.30.7244.50818箍筋 0.00820.1

15、92.262801280箍筋 0.00820.19 1.739828012807-7A/1-3、28-300.5 0.62.20.045.6主筋0.0220.30.726.128216箍筋 0.00820.192.2638276箍筋 0.00820.19 1.739838276B/1-3、28-300.6 0.930.046.4主筋0.02520.37520.98.8718118箍筋 0.0122 0.2853.2549149箍筋 0.0122 0.285 2.779849149腰筋0.01210.4326.75221214拉筋 0.0122 0.1420.80251258-820、211.1

16、8 0.7 3.76 0.04 16.05 主筋0.0220.310.7217.2918236箍筋 0.012 0.2373.911442288箍筋 0.012 0.237 2.85481442288箍筋 0.012 0.237 0.47481442288A-A4-6、14-16、25-270.35 0.41.50.042.95主筋0.0220.30.723.478324箍筋 0.00820.191.56123360.35 0.41.50.041.9主筋0.0220.30.722.428216箍筋 0.00820.191.5682160.35 0.41.50.042.5主筋0.0220.30.

17、723.028432箍筋 0.00820.191.561144412mm14mm小 计（m)265页号：座 层箍筋长度16mm 18mm 20mm 22mm25mm 28mm 6mm 8mm10mm12mm每构件根数8291419.86121339.5194.04306120261.94201321.3126275.0368.76124.9549106.9643555986478.168.8327钢筋长度45570389.256402591.591505.973.6188230.871197.428.8333474.5146405.858.4283357.555305.844.85237155

18、5611.589.611312122104.6720222040190.3567814296704.12206299.75109259.29126.96200.7573173.94356632.8280487.297.92171.838132.2160159.349136.220622.441126.1144822.18136.7483.2856.161238.7224.96896.6468.641116mm 18mm 20mm 22mm25mm 28mm 6mm 8mm10mm12mm1089 1750.4 34791424 9328.4 7012 柱柱钢钢筋筋工工程程量量计计算算表表构件名

19、称构件截面截面周长保护层厚构件高度钢筋位置直径锚固个数每锚固长度单根长度每件根数构件数根数钢筋长度长宽（m）（m）12mm14mm16mm18mm20mmGZ1 0.24 0.24 0.96 0.02511.6 主筋0.0142 0.1711.944361441719.36箍筋0.062.188836 3168箍筋0.06#REF!8842 3696GZ2 0.37 0.37 1.48 0.02511.6 主筋0.0142 0.1711.9481080955.2箍筋0.062.708810880箍筋0.06#REF!8813 1144XZ0.12 0.24 0.72 0.0250.9 主筋0.

20、0122 0.141.19436144171.36箍筋0.061.948836 3168小计12mm14mm16mm18mm20mm2845.92kg/m1.2093440.71712mm14mm16mm18mm20mm小 计（m)页号：座 层箍筋长度箍筋根数计算22mm25mm28mm 6mm8mm10mm12mm690688224#REF!88224237688224#REF!8822461468822422mm25mm28mm 6mm8mm10mm12mm#REF!0.222#REF!22mm25mm28mm 6mm8mm10mm12mm 柱柱钢钢筋筋工工程程量量计计算算表表构件名称构件

21、截面截面周长保护层厚构件高度钢筋位置直径根部锚固长顶部锚固长度单根长度每件根数构件数根数钢筋长度长宽（m）（m）12mm14mm16mm18mmKZ10.50.520.0310.25 角筋0.020.3 0.2411.3341456b侧筋0.020.3 0.2411.3341456h侧筋0.020.3 0.2411.3341456箍筋0.012.008814 1232箍筋0.011.458814 1232箍筋0.011.458814 1232KZ20.50.520.0310.15 角筋0.0250.30.311.394416b侧筋0.0250.30.311.396424h侧筋0.020.3 0

22、.2411.334416箍筋0.012.00984392箍筋0.011.61984392箍筋0.011.45984392KZ30.90.52.80.0310.25 角筋0.0250.30.311.394416b侧筋0.0250.30.311.398432h侧筋0.0250.30.311.394416箍筋0.012.801054420箍筋0.012.181054420箍筋0.011.501054420箍筋0.011.731054420KZ41.20.53.40.0310.25 角筋0.0250.30.311.39428b侧筋0.0250.30.311.398216h侧筋0.0250.30.311

23、.39428箍筋0.013.401062212箍筋0.012.541062212箍筋0.011.621062212箍筋0.011.931062212KZ50.50.41.80.0310.15 角筋0.0180.3 0.2211.3041248b侧筋0.0180.3 0.2211.3041248h侧筋0.0180.3 0.2211.3041248箍筋0.0081.758812 1056箍筋0.0081.468812 1056附加筋0.0160.3 0.198.3121224199.44附加箍0.0081.25KZ60.50.41.80.0310.15 角筋0.0180.3 0.2211.3044

24、16b侧筋0.0180.3 0.2211.304416h侧筋0.0180.3 0.2211.304416箍筋0.0081.75884352箍筋0.0081.46884352KZa0.370.3 1.340.035.7 主筋0.0160.3 0.196.734624161.52箍筋0.0081.29496294GDZ11.85 0.254.20.0310.25 主筋0.0180.3 0.2211.302841121265.6箍筋0.014.201054420箍筋0.010.4321048400.50.520.03箍筋0.012.001054420箍筋0.011.451054420箍筋0.010.

25、681054420GDZ1a1.8 0.254.10.0310.25 主筋0.0180.3 0.2211.3028256632.8箍筋0.014.101052210箍筋0.010.4321024200.50.520.03箍筋0.012.001052210箍筋0.011.451052210箍筋0.010.681052210GDZ21.2 0.252.90.0310.25 主筋0.0180.3 0.2211.3020480904箍筋0.012.901054420箍筋0.010.4310544200.50.520.03箍筋0.012.001054420箍筋0.011.451054420箍筋0.010

26、.681054420GDZ2a 1.15 0.252.80.0310.25 主筋0.0180.3 0.2211.3020102002260箍筋0.012.8010510 1050箍筋0.010.4310510 10500.50.520.03箍筋0.012.0010510 1050箍筋0.011.4510510 1050箍筋0.010.6810510 1050GDZ31 0.252.50.0310.25 主筋0.0180.3 0.2211.3020480904箍筋0.012.501054420箍筋0.010.4310544200.50.520.03箍筋0.012.001054420箍筋0.011

27、.451054420箍筋0.010.681054420GDZ61 0.252.50.0310.25 主筋0.0180.3 0.2211.3014228316.4箍筋0.012.5010522100.50.520.03箍筋0.012.001052210箍筋0.011.451052210GDZ70.50.520.0310.25 主筋0.0180.3 0.2211.3012232763118.8箍筋0.083.669923 2277箍筋0.083.1110523 2415GAZ10.250.41.30.0310.25 主筋0.0180.3 0.2211.306231381559.4箍筋0.082.9

28、66923 1587GDZa0.87 0.25 2.240.0310.25 主筋0.0180.3 0.2211.3022244497.2箍筋0.012.2410522100.51.13.20.03箍筋0.013.201052210箍筋0.012.651052210箍筋0.011.501052210GDZb1.65 0.253.80.0310.25 主筋0.0180.3 0.2211.3026252587.6箍筋0.013.801052210箍筋0.010.4321024200.50.520.03箍筋0.012.001052210箍筋0.011.451052210箍筋0.010.68105221

29、012mm14mm16mm18mm小 计（m)360.9612045.8kg/m1.5801.999570.31724079.554座 层箍筋长度电渣压力焊接头箍筋根数计算20mm22mm25mm28mm6mm8mm10mm12mm634.48336634.48634.482464881786.41786.4182.24112273.36181.2878498631.12568.4182.24128364.48182.241176105915.6630726.691.1264182.2491.12720.8106538.48343.44钢筋长度409.16542.4288542.4542.41

30、848881541.7640180.896180.8180.861688513.9248379.26492241764105361.2840609285.6112861105180.6420304.5142.81601218105180.6840609285.64002940105451.521001522.57141601050105180.6840609285.656525105420304.55528333.82997510.652764697.526988470.4105672556.5315104798105180.6420304.5142.820mm22mm25mm28mm6mm8

31、mm10mm12mm2807.922995.444898.9458726.7932042.4683.8560.3950.6176929.94711550.4171935.08136234.429 墙墙钢钢筋筋工工程程量量计计算算表表构件名称计算区域构件截面截面厚度保护层厚钢筋位置直径锚固个数每锚固长度接头个数每接头长度单根长度每件根数构件数根数钢筋长度长高（m）（m）（m）12mm14mm16mm18mmQ11、300.95 10.3 0.25 0.02 竖向0.01210.3620.432 12.2114228341.99水平0.01220.360.4321.671362272454.24拉

32、筋 0.0060.3527421480.6 10.3 0.25 0.02 竖向0.01210.3620.432 12.2181080977.12水平0.01220.360.4321.321361013601795.20拉筋 0.0060.35245104505、260.6 10.3 0.25 0.02 竖向0.01210.3620.432 12.218432390.85水平0.01220.360.4321.321364544718.08拉筋 0.0060.3524541801.1 10.3 0.25 0.02 竖向0.01210.3620.432 12.2114228341.99水平0.012

33、20.360.4321.821362272495.04拉筋 0.0060.3527421488、12、18、231.3 10.3 0.25 0.02 竖向0.01210.3620.432 12.2118472879.41水平0.01220.360.4322.0213645441098.88拉筋 0.0060.3521034412151.15 10.3 0.25 0.02 竖向0.01210.3620.432 12.2116116195.42水平0.01220.360.4321.871361136254.32拉筋 0.0060.3527417420、210.95 10.3 0.25 0.02 竖

34、向0.01210.3620.432 12.2114228341.99水平0.01220.360.4321.671362272454.24拉筋 0.0060.3527421480.85 10.3 0.25 0.02 竖向0.01210.3620.432 12.2112224293.14水平0.01220.360.4321.571362272427.04拉筋 0.0060.3527421481.15 10.3 0.25 0.02 竖向0.01210.3620.432 12.2116232390.85水平0.01220.360.4321.871362272508.64拉筋 0.0060.352742

35、148E0.93 10.3 0.25 0.02 竖向0.01210.3620.432 12.21146841025.98水平0.01220.360.4321.6513668161346.40拉筋 0.0060.352746444地下室外墙1、301.35 3.05 0.25 0.02 竖向0.01210.360.4324.0720240162.80水平0.01220.360.4322.0740280165.60拉筋 0.0060.352252502 3.05 0.25 0.02 竖向0.01210.360.4324.0728256227.92水平0.01220.360.4322.7240280

36、217.60拉筋 0.0060.352322641.7 3.05 0.25 0.02 竖向0.01210.360.4324.0724248195.36水平0.01220.360.4322.4240280193.60拉筋 0.0060.352462921.1 3.05 0.25 0.02 竖向0.01210.360.4324.0716232130.24水平0.01220.360.4321.8240280145.60拉筋 0.0060.35218236J1.5 3.05 0.25 0.02 竖向0.01210.360.4324.0722488358.16水平0.01220.360.4322.224

37、04160355.20拉筋 0.0060.352254100H1.5 3.05 0.25 0.02 竖向0.01210.360.4324.07228176716.32水平0.01220.360.4322.22408320710.40拉筋 0.0060.3522582002.07 3.05 0.25 0.02 竖向0.01210.360.4324.07284112455.84水平0.01220.360.4322.79404160446.40拉筋 0.0060.352324128A3.5 3.05 0.25 0.02 竖向0.01210.360.4324.0746292374.44拉筋 0.006

38、0.352462922.8 3.05 0.25 0.02 竖向0.01210.360.4324.0738276309.32拉筋 0.0060.352462923.9 3.05 0.25 0.02 竖向0.01210.360.4324.07524208846.56拉筋 0.0060.3525342122.5 3.05 0.25 0.02 竖向0.01210.360.4324.07344136553.52拉筋 0.0060.3523941562.8 3.05 0.25 0.02 竖向0.01210.360.4324.07384152618.64拉筋 0.0060.352394156水平0.0122

39、0.360.43258.8401402352.00Qa4、270.83 3.05 0.25 0.02 竖向0.01210.360.4324.151222499.60水平0.01220.360.4321.5542284130.20拉筋 0.0060.352282566、14、16、251.43 3.05 0.25 0.02 竖向0.01210.360.4324.1520240166.00水平0.01220.360.4322.1542284180.60拉筋 0.0060.352392782.36 3.05 0.25 0.02 竖向0.01210.360.4324.1532264265.60水平0.

40、01220.360.4323.0842284258.72拉筋 0.0060.35250210012mm14mm16mm18mm小 计（m)23367.060页号：kg/m1.20928250.776座 层拉筋长度20mm6mm8mm10mm12mm136204852.161362048158.60136204863.44136204852.161362048145.21136204826.08136204852.16136204852.16136204852.161362048156.48402017.62402022.56402032.42402012.69402035.24402070.4

41、940204020422119.74422127.49422135.2420mm6mm8mm10mm12mm1084.1000.222240.670 梁梁钢钢筋筋工工程程量量计计算算表表项目构件名称 计算区域构件截面截面周长保护层厚构件长度钢筋位置直径锚固个数每锚固长度弯钩个数每弯钩长接头个数每接头长度宽高（m）（m）（m）地下室顶梁KL1（2）J/1-40.250.41.30.0354.65上部0.01820.540.6480.250.41.30.0354.65下部0.01820.540.6480.250.41.30.035箍筋0.00820.094960.25 0.551.60.035箍筋

42、0.00820.09496KL4（2）J/27-300.250.41.30.0354.65上部0.01820.540.6480.250.41.30.0354.65下部0.01820.540.6480.250.41.30.035箍筋0.00820.094960.25 0.551.60.035箍筋0.00820.09496KLc(11)H/4-6、14-160.250.51.50.0352.36上部0.01820.46520.270.5580.250.51.50.0352.36下部0.01820.46520.270.5580.250.51.50.035箍筋0.00820.09496KLc(11)H

43、/6-140.250.51.50.035 18.04上部0.01820.46520.2730.5580.250.51.50.035 18.04下部0.01820.46520.2730.5580.250.51.50.035箍筋0.00820.09496KLc(11)H/16-200.250.51.50.0358.12上部0.01820.46520.2730.5580.250.51.50.0358.12下部0.01820.46520.2730.5580.250.51.50.035箍筋0.00820.09496KLd(4)H/21-250.250.51.50.035 11.42上部0.01811.0

44、0510.2711.2060.250.51.50.035 11.42下部0.01811.00510.2711.2060.250.51.50.035箍筋0.00820.09496KLd(4)H/25-270.250.51.50.0352.36上部0.01820.46520.270.5580.250.51.50.0352.36下部0.01820.46530.270.5580.250.51.50.035箍筋0.00820.09496KLb(1)J/4-6、14-16、25、270.250.51.50.0352.36上部0.01820.33520.270.4020.250.51.50.0352.36下

45、部0.01620.33520.240.4020.250.51.50.035箍筋0.00820.09496KLa(1)4、70.30.51.60.0350.57上部0.01820.33520.270.4020.30.51.60.0350.57下部0.01820.33520.270.4020.30.51.60.035箍筋0.00820.09496KLa(1)6、14、16、250.30.51.60.0350.57上部0.01820.33520.270.4020.30.51.60.0350.57下部0.01820.33520.270.4020.30.51.60.0350.57箍筋0.00820.09

46、496KL5(1)G/1-2、29-300.250.41.30.0352.8上部0.01820.46520.270.5580.250.41.30.0352.8下部0.01820.46520.270.5580.250.41.30.0352.8箍筋0.00820.09496KL6(14)E/2-4、17-190.24 0.651.780.0352.37上部0.0211.06510.31.2780.24 0.651.780.0352.37下部0.01811.00510.271.2060.24 0.651.780.0352.37箍筋0.00820.09496KL6(14)E/4-170.250.41.

47、30.035 26.33上部0.0220.60.340.720.250.41.30.035 26.33下部0.01820.46520.2740.5580.250.41.30.035 箍筋0.00820.09496KL6(14)E/19-200.250.41.30.0352.67上部0.0211.06510.31.2780.250.41.30.0352.37下部0.01811.00510.271.2060.250.41.30.0352.37箍筋0.00820.09496KL7(2)D/1-5、26-300.250.41.30.0357.1上部通长0.0220.46520.30.558左端0.25

48、0.41.30.035上部附加0.0210.46510.3右端0.250.41.30.035上部附加0.0210.46510.3中间0.250.41.31.035上部附加0.020.250.41.30.0357.1下部0.01820.46520.270.5580.250.41.30.0357.1箍筋0.00820.09496KL8(4)C/8-120.250.41.30.03512.1上部通长0.0220.46520.30.5580.250.41.30.03512.1下部0.01820.46520.270.5580.250.41.30.03512.1箍筋0.00820.09496KL9(1)B

49、/1-3、28-300.250.41.30.0352.5上部通长0.0220.60.30.720.250.41.30.0352.5下部0.01820.540.270.6480.250.41.30.0352.5箍筋0.00820.09496KL10(1)B/5-8、23-280.250.51.50.0352.6上部通长0.0220.60.30.720.250.51.50.0352.6下部0.01820.540.270.6480.250.51.50.0352.6箍筋0.00820.09496KL11(11)A/1-200.250.51.50.03539.2上部通长0.01820.46520.275

50、0.5580.250.51.50.03539.2下部0.01820.46520.2750.5580.250.51.50.03539.2箍筋0.00820.09496KL12(2)B/12-180.250.51.50.0357上部通长0.0220.610.30.72左端0.250.51.50.035上部附加0.0210.60.3右端0.250.51.50.035上部附加0.0210.60.3中间0.250.51.51.035上部附加0.020.250.51.50.0357下部0.01820.46520.270.5580.250.51.50.0357箍筋0.00820.09496KL13(2)B/