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/6-253.2042.720.041120.32630.422-2C/8-122.2014.800.04209.88121.20C/18-232.2015.380.04218.36125.84B-C/8、12、18、232.205.150.04296.80169.603-3E-J/2、292.208.100.04233.20135.84A-D/3、282.207.200.04207.761
2、16.16A-E/5、262.209.300.04267.12149.76A-E/102.2016.050.04228.96131.523a-3aE-H/4、6、14、16、25、272.206.000.04521.52290.884-4A/3-5、26-283.005.800.04237.60141.60H/6-143.0018.800.04388.80225.24H/16-253.0019.380.04402.30232.20J/1-4、27-303.007.400.04313.20180.964a-4a1、302.6016.650.04524.16344.605-5D-E/1-5、26-
3、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 3.354.400.04298.90117.000.904.400.04181.2045.008-8A/8-123.4016.050.04351.90224.28A-A4-6、14-16、2-27 4.004.000
4、.04346.89210.122.174.00205.4498.88小 计（m)6mm8mm10mm12mm14mm16mm 18mm 20mm 22mm 25mm 28mm4120.26489.603937.563933.49页号：kg/m0.220.390.620.891.21kg 1606.90303.553504.434759.528-8马镫筋备注直径长度变结001+结施002、00312.0020.0012.0010.0010.0012.0012.0012mm52.000.8946.28 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12mm14mm1
5、6mm 18mm 20mm22mm25mm28mm 6mm 8mm10mm12mm每构件根数1-112828.66121419.846126121339.54562-212194.0499252.459999216.097212201103262.65103103224.82841268.763589.25353576.3983-336434.5214045570140389.1664443.408705636326.5210032550100277.976431.408504036402.1212841664128355.80928439.8086451.218187.5659191.755
6、959164.00584218.404302418333.36107347.75107107297.43432232.8045443.23a-3a36283.32963124896266.85696430.2084838.472523.4417657244176489.237763-3855.6168870.44-424113.2842115.5214299.909624202.08802204080190.30412567.12234643.5234234556.63924a-4a12206.04842318484199.81925-512126.9667184.256767159.6476
7、6-68356220497.2220220382.76487-71697.9256126.56285697.4310418159.6643139.754343119.52968213.5042217.68-836622.44214836.74107214610.9272214101.6072A-A2483.284570.2151638.722031.2103296.645281.121312mm14mm16mm 18mm 20mm22mm25mm28mm 6mm 8mm10mm12mm小 计（m)265.161088.521750.43479.11103.956 8030.9032 5460.
8、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）（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
9、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 0.2372.551261126箍筋 0.012 0.237 2.18281261126A-C/8、12、18、230.6 0.62.40.045.15主筋0.02220.330.7925.73121
10、12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 0.1420.8043286A-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 2.77
11、98702140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-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 2.7798
12、71171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 0.1420.80731733a-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
13、 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 0.1420.802841124-4A/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.
14、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 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 0.2372.7
15、51091109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 0.00820.192.262801280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
16、 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、211.18 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 2.85481
17、442288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0.0220.30.723.028432箍筋 0.00820.191.561144412mm14mm小 计（m)265页号：座 层箍筋长度16mm 18mm 20mm 22mm25mm 28mm 6mm 8m
18、m10mm12mm每构件根数8291419.86121339.5194.04306120261.94201321.3126275.0368.76124.9549106.9643555986478.168.8327钢筋长度45570389.256402591.591505.973.6188230.871197.428.8333474.5146405.858.4283357.555305.844.852371555611.589.611312122104.6720222040190.3567814296704.12206299.75109259.29126.96200.7573173.943566
19、32.8280487.297.92171.838132.2160159.349136.220622.441126.1144822.18136.7483.2856.161238.7224.96896.6468.641116mm 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 0.9
20、6 0.02511.6 主筋0.0142 0.1711.944361441719.36箍筋0.062.188836 3168GZ1 0.24 0.24 0.96 0.02514.3 主筋0.0142 0.1714.644421682459.52箍筋0.062.188842 3696GZ2 0.37 0.37 1.48 0.02511.6 主筋0.0142 0.1711.9481080955.2箍筋0.062.708810880GZ3 0.24 0.37 1.22 0.02511.6 主筋0.0142 0.1711.9461378931.32箍筋0.062.448813 1144GZ40.36
21、0.241.2 0.02514.3 主筋0.0142 0.1714.64613781141.92箍筋0.062.428813 1144XZ0.12 0.24 0.72 0.0250.9 主筋0.0122 0.141.19436144171.36箍筋0.061.948836 3168小计12mm14mm16mm18mm20mm7378.68kg/m1.2098920.82412mm14mm16mm18mm20mm小 计（m)页号：座 层箍筋长度箍筋根数计算22mm25mm28mm 6mm8mm10mm12mm69068822480578822423768822427918822427688822
22、461468822422mm25mm28mm 6mm8mm10mm12mm290450.222#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
23、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 0.2411.334416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0.011.50105442
24、0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0.0250.30.311.39428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0.008
25、1.468812 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 0.2211.304416b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 0.2211.3
26、02841121265.6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0.010.681054420GDZ1a1.8 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 0.2
27、211.3020480904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0.010.681054420GDZ2a 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.
28、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0.011.451054420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.
29、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0.082.966923 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 0.2211.3026252
30、587.6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0.010.68105221012mm14mm16mm18mm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20mm22mm25mm28mm6mm8mm10mm12mm634.48336634.48634.482464881786.41786.4182.24112273.36181.2878498631.12568.4182.2412
31、8364.48182.241176105915.6630726.691.1264182.2491.12720.8106538.48343.44钢筋长度409.16542.4288542.4542.41848881541.7640180.896180.8180.861688513.9248379.26492241764105361.2840609285.6112861105180.6420304.5142.81601218105180.6840609285.64002940105451.521001522.57141601050105180.6840609285.656525105420304.
32、55528333.82997510.652764697.526988470.4105672556.5315104798105180.6420304.5142.820mm22mm25mm28mm6mm8mm10mm12mm2807.922995.444898.9458726.7932042.4683.8560.3950.6176929.94711550.4171935.08136234.429 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）12mm14mm16mm
33、18mmQ11、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
