钢筋工程量计算表格(手算)

1、构件钢筋统计计算表单位工程名称：验证0.000.00序号构件名称构件数 钢筋规单位钢单根长合计长度合计重量备注位置信息格筋根数度量钢筋分规格汇总合计验证1 现浇梁计算：A6.527617.487194.9111316.20A87883.263111.00A101638.431010.28A12912.84810.54810.54A140.000.00A160.000.00A180.000.00A200.000.00A220.000.00A250.000.00B1219588.1417392.8419819.93B14986.171191.85B16607.39958.78B18138.3827

2、6.46B200.000.00B220.000.00B250.000.00B280.000.00B320.000.00C618896.504194.6814218.07C821423.038454.26C102544.751569.13C180.000.00C200.000.00C220.000.00C250.000.00C280.000.00C320.000.00102236.3746164.740.000.002040.841786.08XTL112B1824.27102.36204.5012B1612.3828.5044.9912B1423.2377.4093.5412A8101.121

3、34.4053.0412A8131.12174.7268.95调减原圈梁钢筋-12B1241.30-62.40-55.41-12A6.5100.92-110.40-28.76WTL12B1824.8719.4638.882B1612.785.558.762B1423.8315.3018.492A8131.1229.1211.492A8131.1229.1211.49第 1页，共 11页（ 2020/2/29 22:52）复核 ：构件钢筋统计计算表单位工程名称：验证0.000.00序号构件名称位置信息构件数 钢筋规单位钢单根长合计长度合计重量备注量格筋根数度调减原圈梁钢筋-2B 1241.90-

4、15.20-13.50-2A 6.5130.92-23.92-6.23BL112B 1423.4081.5098.5012B 1424.18100.32121.2412A 8191.04237.1293.58调减原圈梁钢筋-24B 124-0.2624.9622.16两端-24A 6.530.92-66.24-17.26两端WBL12B 1623.4413.7821.752B 1424.1816.7220.212A 8191.0439.5215.60调减原圈梁钢筋-4B 124-0.264.163.69两端-4A 6.530.92-11.04-2.88两端XL120B 1421.6565.84

5、79.5720B 1422.4397.20117.4720A 8101.08216.0085.24调减原圈梁钢筋-40B 124-0.2641.6036.94两端-40A 6.530.92-110.40-28.76两端XL212B 1421.9045.5054.99120*40012B 1222.5260.4853.7012A 8111.08142.5656.26调减原圈梁钢筋-24B 124-0.2624.9622.16两端-24A 6.530.68-48.96-12.76两端XL324B 1422.60124.61150.6024B 1423.38162.24196.0824A 8151.

6、04374.40147.752基础3673.002315.08A 轴 B=1.12A 10631.16145.5389.74分布钢筋2A 868.1097.2038.36A 轴 B=0.82A 10280.8647.8829.52分布钢筋2A 843.6028.8011.37B 轴 B=0.82A 10480.8682.0850.61分布钢筋2A 846.1048.8019.26C轴 B=1.12A 10231.1653.1332.76分布钢筋2A 862.8534.2013.50D 轴 B=1.12A 10111.1625.4115.67分布钢筋2A 861.3015.606.16E轴 B=

7、1.42B 12321.3385.1275.58分布钢筋2A 874.0556.7022.38F轴 B=1.42B 12321.3385.1275.58分布钢筋2A 874.1057.4022.65G轴 B=1.12A 10331.1676.2347.00分布钢筋2A 864.2050.4019.89H 轴 B=1.42B 12731.33194.18172.42计算：第 2页，共 11 页（ 2020/2/29 22:52）复核 ：构件钢筋统计计算表单位工程名称：验证0.000.00序号构件名称位置信息构件数 钢筋规单位钢单根长合计长度合计重量备注量格筋根数度分布钢筋2A 879.40131

8、.6051.93J轴 B=1.42B 12161.3342.5637.79分布钢筋2A 871.9527.3010.77K 轴 B=1.42B 12151.3339.9035.43分布钢筋2A 871.8525.9010.22L轴 B=1.12A 10271.1662.3738.46分布钢筋2A 863.4040.8016.10M 轴 B=1.12A 10251.1657.7535.61分布钢筋2A 863.1037.2014.681轴 B=1.12A 10451.16103.9564.10分布钢筋2A 865.8069.6027.472轴 B=1.32B 12571.23140.22124.

9、51分布钢筋2A 867.3087.6034.573轴 B=1.22A 10631.26158.1397.51分布钢筋2A 868.1097.2038.364轴 B=1.42B 12471.33125.02111.01分布钢筋2A 876.0584.7033.435轴 B=1.42B 12631.33167.58148.80分布钢筋2A 878.10113.4044.756轴 B=1.42B 12471.33125.02111.01分布钢筋2A 876.0584.7033.436-7轴间 B=1.22A 1091.2622.5913.93分布钢筋2A 861.1013.205.217轴 B=1

10、.12A 10311.1671.6144.16分布钢筋2A 863.9046.8018.478轴 B=1.12A 10151.1634.6521.37分布钢筋2A 861.9022.809.009轴 B=1.32B 12571.23140.22124.51分布钢筋2A 867.3087.6034.5710轴变形缝 B=21B 14491.9394.57114.29分布钢筋1A 897.3065.7025.93楼梯入口基础4A 10150.6639.3024.23分布钢筋4A 1041.7327.6817.073 圈梁27347.3214269.48DQL1B 126240.201441.201

11、279.681A6.511640.921070.88278.99西南 03G601,箍筋减构造柱交叉重复处B 12有33*2个T形调整 DQL锚固6660.49194.04172.29 头箍筋 ( 图集构造A加)286.520.9251.5213.42拐角 14*2 个计算：第 3页，共 11页（ 2020/2/29 22:52）复核 ：构件钢筋统计计算表单位工程名称：验证0.000.00序号构件名称位置信息构件数 钢筋规单位钢单根长合计长度合计重量备注量格筋根数度八字筋 ( 图集加)28A1211.1632.4528.82 拐角 14*2个QL6B124240.205764.805118.7

12、2西南 03G601,箍筋6A6.511640.926425.281673.92减构造柱交叉重复处B有33*2个T形调整 DQL锚固3961240.49776.16689.17头箍筋 ( 图集构造A加)1686.520.92309.1280.53拐角 14*2 个八字筋 ( 图集加)168A1211.16194.71172.89拐角 14*2个PC1520上梁及板B筋721243.481002.24889.92箍筋72A8190.921258.56496.6772C 8131.03964.08380.4672A6.531.77382.3299.60PC1520下梁及板A调整已算圈筋726.51

13、10.30237.6061.90梁箍筋高差72C 8131.131057.68417.4072A6.552.03730.80190.39PC1820上梁及板B筋481243.83735.36652.95箍筋48A8220.92971.52383.4048C 8151.03741.60292.6648A6.532.07298.0877.66PC1820下梁及板A调整已算圈筋486.5110.30158.4041.27梁箍筋高差48C 8131.13705.12278.2648A6.552.03487.20126.93A调整已算圈KTB 梁及板筋126.580.2019.205.00梁箍筋高差12

14、C 8101.13135.6053.51砼带 (卫生间反12A6.551.3581.0021.10A调整已算圈边 )66.54670.401120.80291.99梁箍筋高差4构造柱19689.3610241.14角柱 GZ126B12421.892276.562021.4226A6.51471.003822.00995.71计算加密GZ148B12419.593761.283339.7448A6.51351.006480.001688.17计算加密GZ1( 楼梯出屋8B1243.23103.3691.788A6.5191.00152.0039.60计算加密阳台 ZSZ2B12618.7422

15、4.88199.682A6.51311.32345.8490.10计算加密计算：第 4页，共 11页（ 2020/2/29 22:52）复核 ：构件钢筋统计计算表单位工程名称：验证0.000.00序号构件名称位置信息构件数 钢筋规单位钢单根长合计长度合计重量备注量格筋根数度2A 6.5920.3768.0817.74拉筋楼梯入口构架柱12B 1649.33447.84706.9312A 8581.04723.84285.65GZ,女儿墙 H=65082A 1241.43469.04416.47详建筑说明82A 6.551.00410.00106.81GZ,女儿墙12A 1242.38114.2

16、4101.44详建筑说明12A 6.591.00108.0028.14GZ,女儿墙 H=50020A 1241.28102.4090.92 详建筑说明20A 6.541.0080.0020.845现浇板1-2轴 (B-C)45334.8315344.91二到六层对称主筋20C 682.96473.60105.1320C 6201.16464.00103.001-2 轴(C-E) 主筋20C 6142.96828.80183.9820C 6241.76844.80187.531-2 轴(G-E) 主筋20C 6222.961302.40289.1120C 6242.661276.80283.43

17、2-4轴 (A-F)20C 8223.311456.40574.75主筋20C 6274.762570.40570.582-3 轴(F-H) 主筋20C 8131.76457.60180.5820C 8102.36472.00186.273-4 轴(F-H) 主筋20C 6191.51573.80127.3720C 6122.36566.40125.734-6 轴(G-H) 主筋10C 6112.56281.6062.51楼梯楼层板10C 6211.34281.4062.473-5轴 (H-L)10C 8283.26912.80360.22主筋10C 8185.06910.80359.435轴

18、右 (H-J) 主筋10C 6141.36190.4042.2710C 6111.76193.6042.988轴左 (H-J) 主筋10C 6142.16302.4067.1310C 6181.76316.8070.325-7 轴(J-K) 主筋10C 6142.96414.4091.9910C 6241.66398.4088.445-7 轴(K-M) 主筋10C 6232.96680.80151.1310C 6242.76662.40147.043-5 轴(L-M) 主筋10C 683.26260.8057.8910C 6221.16255.2056.65负筋 :1轴 40020C 890.

19、77137.7054.34整体盖筋20C 8152.15645.00254.541轴负筋 62020C 8140.99275.80108.84分布筋20A 6.542.66212.8055.44负筋 :1轴阳台20C 673.25455.00101.00整体盖筋20C 6191.45551.00122.31计算：第 5页，共 11 页（ 2020/2/29 22:52）复核 ：构件钢筋统计计算表单位工程名称：验证0.000.00序号构件名称位置信息构件数 钢筋规单位钢单根长合计长度合计重量备注量格筋根数度2轴负筋 62020C 890.99177.3069.97分布筋20A 6.541.701

20、36.0035.432轴负筋 K1020C 10191.15435.10268.29分布筋20A 6.553.80380.0099.002轴负筋20C 1071.94271.60167.47分布筋20A 6.5121.70408.00106.29负筋 :3轴阳台10C 673.55248.5055.16整体盖筋10C 6211.45304.5067.59分布钢筋上已负筋 :2轴左 78020C 891.15206.1081.33算负筋 :2轴卫生间20C 8132.19569.40224.70整体盖筋20C 8102.79558.00220.21负筋 :3轴过道20C 8122.38571.2

21、0225.42调整20C 86-0.52-62.40-24.63整体盖筋20C 8104.38876.00345.70分布筋20A 6.541.34107.2027.934轴右3轴负筋 77010C 8281.18329.00129.83分布筋10A 6.555.06253.0065.914轴负筋 78020C 8281.15641.20253.04分布筋20A 6.554.76476.00124.015轴左负筋10C 10181.18211.50130.41分布筋10A 6.555.06253.0065.915轴负筋 890*210C 1091.96176.40108.77分布筋10A 6.

22、5101.56156.0040.645轴右负筋10C 8111.14124.8549.27分布筋10A 6.551.6683.0021.625轴右负筋 700,10C 871.0774.5529.42分布筋10A 6.551.1658.0015.117轴负筋 700,10C 8141.07149.1058.84分布筋10A 6.552.76138.0035.957轴负筋 400,10C 880.7761.2024.15分布筋10A 6.531.6649.8012.975-8轴 (H-K) 全负10C 873.92274.40108.295-8轴 (H-K) 全负10C 8112.22244.2

23、096.375-8轴 (H-K) 全负10C 8112.10231.0091.165-8轴 (H-K) 全负10C 8111.79196.9077.705-8轴 (H-K) 全负10C 8112.59284.90112.43分布筋 ( 中部加)10A 6.581.79143.2037.31楼梯 (H-K) 全负筋10C 8132.68347.75137.23楼梯 (H-K) 全负筋10C 871.77123.9048.90A轴,负筋20C 8171.15389.30153.63分布筋20A 6.551.99199.0051.841-2轴 (C-E), 负筋20C 8152.15645.0025

24、4.54分布筋 ( 中部加)20A 6.5102.02404.00105.25E、 G轴 ,负筋 62040C 8150.99591.00233.23计算：第 6页，共 11 页（ 2020/2/29 22:52）复核 ：构件钢筋统计计算表单位工程名称：验证0.000.00序号构件名称位置信息构件数 钢筋规单位钢单根长合计长度合计重量备注量格筋根数度分布筋40A 6.541.72275.2071.70F轴 ,负筋 78020C 8221.15503.80198.82分布筋20A 6.551.75175.0045.59H轴分布筋10A 6.561.72103.2026.89L轴 ,负筋 7701

25、0C 8211.14238.3594.06分布筋10A 6.551.7286.0022.40K、M轴,负筋 70020C 8191.07404.70159.71分布筋20A 6.551.37137.0035.69屋面板1-2轴 (B-C)对称主筋4C 682.9694.7221.034C 6201.1692.8020.601-2 轴(C-E) 主筋4C 6142.96165.7636.804C 6241.76168.9637.511-2 轴(G-E) 主筋4C 6222.96260.4857.824C 6242.66255.3656.692-4轴 (A-F)4C 8223.31291.2811

26、4.95主筋4C 6274.76514.08114.122-3 轴(F-H) 主筋4C 8131.7691.5236.124C 8102.3694.4037.253-4 轴(F-H) 主筋4C 6191.51114.7625.474C 6122.36113.2825.154-6 轴(G-H) 主筋2C 6112.5656.3212.50楼梯楼层板2C 6211.3456.2812.493-5轴 (H-L)2C 8283.26182.5672.04主筋2C 8185.06182.1671.895轴右 (H-J) 主筋2C 6141.3638.088.452C 6111.7638.728.608轴

27、左 (H-J) 主筋2C 6142.1660.4813.432C 6181.7663.3614.065-7 轴(J-K) 主筋2C 6142.9682.8818.402C 6241.6679.6817.695-7 轴(K-M) 主筋2C 6232.96136.1630.232C 6242.76132.4829.413-5 轴(L-M) 主筋2C 683.2652.1611.582C 6221.1651.0411.33负筋 :1轴 4004C 890.7727.5410.87整体盖筋4C 8152.15129.0050.911轴负筋 6204C 8140.9955.1621.77分布筋4A 6.

28、542.6642.5611.09负筋 :1轴阳台4C 673.2591.0020.20整体盖筋4C 6191.45110.2024.462轴负筋 6204C 890.9935.4613.99分布筋4A 6.541.7027.207.092轴负筋4C 10241.94186.24114.84计算：第 7页，共 11 页（ 2020/2/29 22:52）复核 ：构件钢筋统计计算表单位工程名称：验证0.000.00序号构件名称位置信息构件数 钢筋规单位钢单根长合计长度合计重量备注量格筋根数度分布筋4A 6.5124.76228.4859.52调整分布筋4A 6.56-0.60-14.40-3.75

29、负筋 :3轴阳台2C 673.5549.7011.03整体盖筋2C 6211.4560.9013.52负筋 :2轴卫生间4C 8132.19113.8844.94整体盖筋4C 8102.79111.6044.04负筋 :3轴过道4C 8122.38114.2445.08调整4C 86-0.52-12.48-4.93整体盖筋4C 8104.38175.2069.14分布筋4A 6.541.3421.445.59 4轴右3轴负筋 7702C 8281.1865.8025.97分布筋2A 6.555.0650.6013.184轴负筋 7804C 8281.15128.2450.61分布筋4A 6.5

30、54.7695.2024.805轴左负筋2C 10181.1842.3026.08分布筋2A 6.555.0650.6013.185轴负筋 890*22C 1091.9635.2821.75分布筋2A 6.5101.5631.208.135轴右负筋2C 8111.1424.979.85分布筋2A 6.551.6616.604.325轴右负筋 700,2C 871.0714.915.88分布筋2A 6.551.1611.603.027轴负筋 700,2C 8141.0729.8211.77分布筋2A 6.552.7627.607.197轴负筋 400,2C 880.7712.244.83分布筋2

31、A 6.531.669.962.595-8轴 (H-K) 全负2C 873.9254.8821.665-8轴 (H-K) 全负2C 8112.2248.8419.275-8轴 (H-K) 全负2C 8112.1046.2018.235-8轴 (H-K) 全负2C 8111.7939.3815.545-8轴 (H-K) 全负2C 8112.5956.9822.49分布筋 ( 中部加)2A 6.581.7928.647.46楼梯 (H-K) 全负筋2C 8132.6869.5527.45楼梯 (H-K) 全负筋2C 871.7724.789.78A轴,负筋4C 8171.1577.8630.73分

32、布筋4A 6.551.9939.8010.371-2轴 (C-E), 负筋4C 8152.15129.0050.91分布筋 ( 中部加)4A 6.5102.0280.8021.05E、 G轴 ,负筋 62010C 8150.99147.7558.31分布筋10A 6.541.7268.8017.92F轴 ,负筋 7804C 8221.15100.7639.76分布筋4A 6.551.7535.009.12H轴分布筋2A 6.561.7220.645.38L轴 ,负筋 7702C 8211.1447.6718.81计算：第 8页，共 11 页（ 2020/2/29 22:52）复核 ：构件钢筋统计计算表单位