建筑工程钢筋工程量计算表格.xls
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建筑工程钢筋工程量计算表格.xls
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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6mm8mm10mm12mm14mm16mm18mm20mm22mm25mm28mm1-1E/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、282.207.200.04207.76116.16A-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、26-304.3010.000.04565.48360.721.4010.000.04337.6880.166-6A/8-121.4012.600.0492.1650.28A/18-231.4013.180.0488.4452.607-7A-B/1-3、28-303.355.300.04268.14140.400.905.300.04145.4454.00A-B/5-8、23-263.354.400.04298.90117.000.904.400.04181.2045.008-8A/8-123.4016.050.04351.90224.28A-A4-6、14-16、2-274.004.000.04346.89210.122.174.00205.4498.88小计(m)6mm8mm10mm12mm14mm16mm18mm20mm22mm25mm28mm4120.26489.603937.563933.49页号:
kg/m0.220.390.620.891.21kg1606.90303.553504.434759.528-8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12mm14mm16mm18mm20mm22mm25mm28mm6mm8mm10mm12mm每构件根数1-112828.66121419.846126121339.54562-212194.0499252.459999216.097212201103262.65103103224.82841268.763589.25353576.3983-336434.5214045570140389.1664443.408705636326.5210032550100277.976431.408504036402.1212841664128355.80928439.8086451.218187.5659191.755959164.00584218.404302418333.36107347.75107107297.43432232.8045443.23a-3a36283.32963124896266.85696430.2084838.472523.4417657244176489.237763-3855.6168870.44-424113.2842115.5214299.909624202.08802204080190.30412567.12234643.5234234556.63924a-4a12206.04842318484199.81925-512126.9667184.256767159.64766-68356220497.2220220382.76487-71697.9256126.56285697.4310418159.6643139.754343119.52968213.5042217.68-836622.44214836.74107214610.9272214101.6072A-A2483.284570.2151638.722031.2103296.645281.121312mm14mm16mm18mm20mm22mm25mm28mm6mm8mm10mm12mm小计(m)265.161088.521750.43479.11103.9568030.90325460.06624kg/m0.8882.4682.9863.8560.3950.6170.888235.4622686.4675226.69413415.410436.0634955.0674848.539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/1-300.60.62.40.0461.18主筋0.02520.37580.969.0512112箍筋0.0120.1192.326121612箍筋0.0120.2372.188861216122-2C/8-120.60.62.40.0414.8主筋0.02220.3310.79216.1712112箍筋0.0120.2372.551201120箍筋0.0120.2372.18281201120C/18-230.60.62.40.0415.38主筋0.02220.3310.79216.7512112箍筋0.0120.2372.551261126箍筋0.0120.2372.18281261126A-C/8、12、18、230.60.62.40.045.15主筋0.02220.330.7925.7312112箍筋0.0120.2372.5549149箍筋0.0120.2372.1828491493-3D-J/2、290.60.930.0410.5主筋0.02520.37510.912.0718236箍筋0.01220.2853.25862172箍筋0.01220.2852.7798862172腰筋0.01210.43210.85222443拉筋0.01220.1420.8043286A-D/3、280.60.930.047.5主筋0.02520.37510.99.0718236箍筋0.01220.2853.25702140箍筋0.01220.2852.7798702140腰筋0.01210.4327.85222431拉筋0.01220.1420.8035270A-E/5、260.60.930.049.6主筋0.02520.37510.911.1718236箍筋0.01220.2853.25912182箍筋0.01220.2852.7798912182腰筋0.01210.4329.95222440拉筋0.01220.1420.8046292A-E/150.60.930.048.85主筋0.02520.37510.910.4218118箍筋0.01220.2853.2571171箍筋0.01220.2852.779871171腰筋0.01210.4329.20221218拉筋0.01220.1420.8036136A-H/100.60.930.0416.05主筋0.02520.37520.918.5218118箍筋0.01220.2853.251461146箍筋0.01220.2852.77981461146腰筋0.01210.43216.40221233拉筋0.01220.1420.80731733a-3aE-J/4、270.60.930.047.2主筋0.02520.3750.97.8718236箍筋0.01220.2853.25552110箍筋0.01220.2852.7798552110腰筋0.01210.4327.55222430拉筋0.01220.1420.8028256E-H/6、14、16、250.60.930.046.6主筋0.02520.3750.97.2718472箍筋0.01220.2853.25554220箍筋0.01220.2852.77985542203-3腰筋0.01210.4326.95224856拉筋0.01220.1420.802841124-4A/3-5、26-280.60.72.60.044.2主筋0.0220.30.724.7212224箍筋0.0120.2372.7522244箍筋0.0120.2372.378822244J/1-4、27-300.60.72.60.047.9主筋0.0220.30.728.4212224箍筋0.0120.2372.7540280箍筋0.0120.2372.378840280H/4-270.60.72.60.0446.74主筋0.0220.30.7247.2612112箍筋0.0120.2372.752961296箍筋0.0120.2372.378829612964a-4a1、30/A-G0.60.72.60.0416.65主筋0.0220.30.7217.1712112箍筋0.0120.2372.751091109箍筋0.0120.2372.378810911095-5D/1-5、26-300.60.72.60.0410主筋0.02220.330.79210.5812112箍筋0.0120.2372.7573173箍筋0.0120.2372.3828731736-6A/5-260.50.62.20.0443.98主筋0.0220.30.7244.50818箍筋0.00820.192.262801280箍筋0.00820.191.739828012807-7A/1-3、28-300.50.62.20.045.6主筋0.0220.30.726.128216箍筋0.00820.192.2638276箍筋0.00820.191.739838276B/1-3、28-300.60.930.046.4主筋0.02520.37520.98.8718118箍筋0.01220.2853.2549149箍筋0.01220.2852.779849149腰筋0.01210.4326.75221214拉筋0.01220.1420.80251258-820、211.180.73.760.0416.05主筋0.0220.310.7217.2918236箍筋0.0120.2373.911442288箍筋0.0120.2372.85481442288箍筋0.0120.2370.47481442288A-A4-6、14-16、25-270.350.41.50.042.95主筋0.0220.30.723.478324箍筋0.00820.191.56123360.350.41.50.041.9主筋0.0220.30.722.428216箍筋0.00820.191.5682160.350.41.50.042.5主筋0.02
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- 建筑工程 钢筋 工程量 计算 表格