鋼筋工程量計算表格(手算)

1、構件鋼筋統(tǒng)計計算表單位工程名稱：驗證0.000.00序號構件名稱構件數(shù) 鋼筋規(guī)單位鋼單根長合計長度合計重量備注位置信息格筋根數(shù)度量鋼筋分規(guī)格匯總合計驗證1 現(xiàn)澆梁計算：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調(diào)減原圈梁鋼筋-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頁，共 11頁（ 2020/2/29 22:52）復核 ：構件鋼筋統(tǒng)計計算表單位工程名稱：驗證0.000.00序號構件名稱位置信息構件數(shù) 鋼筋規(guī)單位鋼單根長合計長度合計重量備注量格筋根數(shù)度調(diào)減原圈梁鋼筋-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調(diào)減原圈梁鋼筋-24B 124-0.2624.9622.16兩端-24A 6.530.92-66.24-17.26兩端WBL12B 1623.4413.7821.752B 1424.1816.7220.212A 8191.0439.5215.60調(diào)減原圈梁鋼筋-4B 124-0.264.163.69兩端-4A 6.530.92-11.04-2.88兩端XL120B 1421.6565.84

5、79.5720B 1422.4397.20117.4720A 8101.08216.0085.24調(diào)減原圈梁鋼筋-40B 124-0.2641.6036.94兩端-40A 6.530.92-110.40-28.76兩端XL212B 1421.9045.5054.99120*40012B 1222.5260.4853.7012A 8111.08142.5656.26調(diào)減原圈梁鋼筋-24B 124-0.2624.9622.16兩端-24A 6.530.68-48.96-12.76兩端XL324B 1422.60124.61150.6024B 1423.38162.24196.0824A 8151.

6、04374.40147.752基礎3673.002315.08A 軸 B=1.12A 10631.16145.5389.74分布鋼筋2A 868.1097.2038.36A 軸 B=0.82A 10280.8647.8829.52分布鋼筋2A 843.6028.8011.37B 軸 B=0.82A 10480.8682.0850.61分布鋼筋2A 846.1048.8019.26C軸 B=1.12A 10231.1653.1332.76分布鋼筋2A 862.8534.2013.50D 軸 B=1.12A 10111.1625.4115.67分布鋼筋2A 861.3015.606.16E軸 B=

7、1.42B 12321.3385.1275.58分布鋼筋2A 874.0556.7022.38F軸 B=1.42B 12321.3385.1275.58分布鋼筋2A 874.1057.4022.65G軸 B=1.12A 10331.1676.2347.00分布鋼筋2A 864.2050.4019.89H 軸 B=1.42B 12731.33194.18172.42計算：第 2頁，共 11 頁（ 2020/2/29 22:52）復核 ：構件鋼筋統(tǒng)計計算表單位工程名稱：驗證0.000.00序號構件名稱位置信息構件數(shù) 鋼筋規(guī)單位鋼單根長合計長度合計重量備注量格筋根數(shù)度分布鋼筋2A 879.40131

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

9、51分布鋼筋2A 867.3087.6034.573軸 B=1.22A 10631.26158.1397.51分布鋼筋2A 868.1097.2038.364軸 B=1.42B 12471.33125.02111.01分布鋼筋2A 876.0584.7033.435軸 B=1.42B 12631.33167.58148.80分布鋼筋2A 878.10113.4044.756軸 B=1.42B 12471.33125.02111.01分布鋼筋2A 876.0584.7033.436-7軸間 B=1.22A 1091.2622.5913.93分布鋼筋2A 861.1013.205.217軸 B=1

10、.12A 10311.1671.6144.16分布鋼筋2A 863.9046.8018.478軸 B=1.12A 10151.1634.6521.37分布鋼筋2A 861.9022.809.009軸 B=1.32B 12571.23140.22124.51分布鋼筋2A 867.3087.6034.5710軸變形縫 B=21B 14491.9394.57114.29分布鋼筋1A 897.3065.7025.93樓梯入口基礎4A 10150.6639.3024.23分布鋼筋4A 1041.7327.6817.073 圈梁27347.3214269.48DQL1B 126240.201441.201

11、279.681A6.511640.921070.88278.99西南 03G601,箍筋減構造柱交叉重復處B 12有33*2個T形調(diào)整 DQL錨固6660.49194.04172.29 頭箍筋 ( 圖集構造A加)286.520.9251.5213.42拐角 14*2 個計算：第 3頁，共 11頁（ 2020/2/29 22:52）復核 ：構件鋼筋統(tǒng)計計算表單位工程名稱：驗證0.000.00序號構件名稱位置信息構件數(shù) 鋼筋規(guī)單位鋼單根長合計長度合計重量備注量格筋根數(shù)度八字筋 ( 圖集加)28A1211.1632.4528.82 拐角 14*2個QL6B124240.205764.805118.7

12、2西南 03G601,箍筋6A6.511640.926425.281673.92減構造柱交叉重復處B有33*2個T形調(diào)整 DQL錨固3961240.49776.16689.17頭箍筋 ( 圖集構造A加)1686.520.92309.1280.53拐角 14*2 個八字筋 ( 圖集加)168A1211.16194.71172.89拐角 14*2個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調(diào)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調(diào)整已算圈筋486.5110.30158.4041.27梁箍筋高差48C 8131.13705.12278.2648A6.552.03487.20126.93A調(diào)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砼帶 (衛(wèi)生間反12A6.551.3581.0021.10A調(diào)整已算圈邊 )66.54670.401120.80291.99梁箍筋高差4構造柱19689.3610241.14角柱 GZ126B12421.892276.562021.4226A6.51471.003822.00995.71計算加密GZ148B12419.593761.283339.7448A6.51351.006480.001688.17計算加密GZ1( 樓梯出屋8B1243.23103.3691.788A6.5191.00152.0039.60計算加密陽臺 ZSZ2B12618.7422

15、4.88199.682A6.51311.32345.8490.10計算加密計算：第 4頁，共 11頁（ 2020/2/29 22:52）復核 ：構件鋼筋統(tǒng)計計算表單位工程名稱：驗證0.000.00序號構件名稱位置信息構件數(shù) 鋼筋規(guī)單位鋼單根長合計長度合計重量備注量格筋根數(shù)度2A 6.5920.3768.0817.74拉筋樓梯入口構架柱12B 1649.33447.84706.9312A 8581.04723.84285.65GZ,女兒墻 H=65082A 1241.43469.04416.47詳建筑說明82A 6.551.00410.00106.81GZ,女兒墻12A 1242.38114.2

16、4101.44詳建筑說明12A 6.591.00108.0028.14GZ,女兒墻 H=50020A 1241.28102.4090.92 詳建筑說明20A 6.541.0080.0020.845現(xiàn)澆板1-2軸 (B-C)45334.8315344.91二到六層對稱主筋20C 682.96473.60105.1320C 6201.16464.00103.001-2 軸(C-E) 主筋20C 6142.96828.80183.9820C 6241.76844.80187.531-2 軸(G-E) 主筋20C 6222.961302.40289.1120C 6242.661276.80283.43

17、2-4軸 (A-F)20C 8223.311456.40574.75主筋20C 6274.762570.40570.582-3 軸(F-H) 主筋20C 8131.76457.60180.5820C 8102.36472.00186.273-4 軸(F-H) 主筋20C 6191.51573.80127.3720C 6122.36566.40125.734-6 軸(G-H) 主筋10C 6112.56281.6062.51樓梯樓層板10C 6211.34281.4062.473-5軸 (H-L)10C 8283.26912.80360.22主筋10C 8185.06910.80359.435軸

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

19、77137.7054.34整體蓋筋20C 8152.15645.00254.541軸負筋 62020C 8140.99275.80108.84分布筋20A 6.542.66212.8055.44負筋 :1軸陽臺20C 673.25455.00101.00整體蓋筋20C 6191.45551.00122.31計算：第 5頁，共 11 頁（ 2020/2/29 22:52）復核 ：構件鋼筋統(tǒng)計計算表單位工程名稱：驗證0.000.00序號構件名稱位置信息構件數(shù) 鋼筋規(guī)單位鋼單根長合計長度合計重量備注量格筋根數(shù)度2軸負筋 62020C 890.99177.3069.97分布筋20A 6.541.701

20、36.0035.432軸負筋 K1020C 10191.15435.10268.29分布筋20A 6.553.80380.0099.002軸負筋20C 1071.94271.60167.47分布筋20A 6.5121.70408.00106.29負筋 :3軸陽臺10C 673.55248.5055.16整體蓋筋10C 6211.45304.5067.59分布鋼筋上已負筋 :2軸左 78020C 891.15206.1081.33算負筋 :2軸衛(wèi)生間20C 8132.19569.40224.70整體蓋筋20C 8102.79558.00220.21負筋 :3軸過道20C 8122.38571.2

21、0225.42調(diào)整20C 86-0.52-62.40-24.63整體蓋筋20C 8104.38876.00345.70分布筋20A 6.541.34107.2027.934軸右3軸負筋 77010C 8281.18329.00129.83分布筋10A 6.555.06253.0065.914軸負筋 78020C 8281.15641.20253.04分布筋20A 6.554.76476.00124.015軸左負筋10C 10181.18211.50130.41分布筋10A 6.555.06253.0065.915軸負筋 890*210C 1091.96176.40108.77分布筋10A 6.

22、5101.56156.0040.645軸右負筋10C 8111.14124.8549.27分布筋10A 6.551.6683.0021.625軸右負筋 700,10C 871.0774.5529.42分布筋10A 6.551.1658.0015.117軸負筋 700,10C 8141.07149.1058.84分布筋10A 6.552.76138.0035.957軸負筋 400,10C 880.7761.2024.15分布筋10A 6.531.6649.8012.975-8軸 (H-K) 全負10C 873.92274.40108.295-8軸 (H-K) 全負10C 8112.22244.2

23、096.375-8軸 (H-K) 全負10C 8112.10231.0091.165-8軸 (H-K) 全負10C 8111.79196.9077.705-8軸 (H-K) 全負10C 8112.59284.90112.43分布筋 ( 中部加)10A 6.581.79143.2037.31樓梯 (H-K) 全負筋10C 8132.68347.75137.23樓梯 (H-K) 全負筋10C 871.77123.9048.90A軸,負筋20C 8171.15389.30153.63分布筋20A 6.551.99199.0051.841-2軸 (C-E), 負筋20C 8152.15645.0025

24、4.54分布筋 ( 中部加)20A 6.5102.02404.00105.25E、 G軸 ,負筋 62040C 8150.99591.00233.23計算：第 6頁，共 11 頁（ 2020/2/29 22:52）復核 ：構件鋼筋統(tǒng)計計算表單位工程名稱：驗證0.000.00序號構件名稱位置信息構件數(shù) 鋼筋規(guī)單位鋼單根長合計長度合計重量備注量格筋根數(shù)度分布筋40A 6.541.72275.2071.70F軸 ,負筋 78020C 8221.15503.80198.82分布筋20A 6.551.75175.0045.59H軸分布筋10A 6.561.72103.2026.89L軸 ,負筋 7701

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

26、4.95主筋4C 6274.76514.08114.122-3 軸(F-H) 主筋4C 8131.7691.5236.124C 8102.3694.4037.253-4 軸(F-H) 主筋4C 6191.51114.7625.474C 6122.36113.2825.154-6 軸(G-H) 主筋2C 6112.5656.3212.50樓梯樓層板2C 6211.3456.2812.493-5軸 (H-L)2C 8283.26182.5672.04主筋2C 8185.06182.1671.895軸右 (H-J) 主筋2C 6141.3638.088.452C 6111.7638.728.608軸

27、左 (H-J) 主筋2C 6142.1660.4813.432C 6181.7663.3614.065-7 軸(J-K) 主筋2C 6142.9682.8818.402C 6241.6679.6817.695-7 軸(K-M) 主筋2C 6232.96136.1630.232C 6242.76132.4829.413-5 軸(L-M) 主筋2C 683.2652.1611.582C 6221.1651.0411.33負筋 :1軸 4004C 890.7727.5410.87整體蓋筋4C 8152.15129.0050.911軸負筋 6204C 8140.9955.1621.77分布筋4A 6.

28、542.6642.5611.09負筋 :1軸陽臺4C 673.2591.0020.20整體蓋筋4C 6191.45110.2024.462軸負筋 6204C 890.9935.4613.99分布筋4A 6.541.7027.207.092軸負筋4C 10241.94186.24114.84計算：第 7頁，共 11 頁（ 2020/2/29 22:52）復核 ：構件鋼筋統(tǒng)計計算表單位工程名稱：驗證0.000.00序號構件名稱位置信息構件數(shù) 鋼筋規(guī)單位鋼單根長合計長度合計重量備注量格筋根數(shù)度分布筋4A 6.5124.76228.4859.52調(diào)整分布筋4A 6.56-0.60-14.40-3.75

29、負筋 :3軸陽臺2C 673.5549.7011.03整體蓋筋2C 6211.4560.9013.52負筋 :2軸衛(wèi)生間4C 8132.19113.8844.94整體蓋筋4C 8102.79111.6044.04負筋 :3軸過道4C 8122.38114.2445.08調(diào)整4C 86-0.52-12.48-4.93整體蓋筋4C 8104.38175.2069.14分布筋4A 6.541.3421.445.59 4軸右3軸負筋 7702C 8281.1865.8025.97分布筋2A 6.555.0650.6013.184軸負筋 7804C 8281.15128.2450.61分布筋4A 6.5

30、54.7695.2024.805軸左負筋2C 10181.1842.3026.08分布筋2A 6.555.0650.6013.185軸負筋 890*22C 1091.9635.2821.75分布筋2A 6.5101.5631.208.135軸右負筋2C 8111.1424.979.85分布筋2A 6.551.6616.604.325軸右負筋 700,2C 871.0714.915.88分布筋2A 6.551.1611.603.027軸負筋 700,2C 8141.0729.8211.77分布筋2A 6.552.7627.607.197軸負筋 400,2C 880.7712.244.83分布筋2

31、A 6.531.669.962.595-8軸 (H-K) 全負2C 873.9254.8821.665-8軸 (H-K) 全負2C 8112.2248.8419.275-8軸 (H-K) 全負2C 8112.1046.2018.235-8軸 (H-K) 全負2C 8111.7939.3815.545-8軸 (H-K) 全負2C 8112.5956.9822.49分布筋 ( 中部加)2A 6.581.7928.647.46樓梯 (H-K) 全負筋2C 8132.6869.5527.45樓梯 (H-K) 全負筋2C 871.7724.789.78A軸,負筋4C 8171.1577.8630.73分

32、布筋4A 6.551.9939.8010.371-2軸 (C-E), 負筋4C 8152.15129.0050.91分布筋 ( 中部加)4A 6.5102.0280.8021.05E、 G軸 ,負筋 62010C 8150.99147.7558.31分布筋10A 6.541.7268.8017.92F軸 ,負筋 7804C 8221.15100.7639.76分布筋4A 6.551.7535.009.12H軸分布筋2A 6.561.7220.645.38L軸 ,負筋 7702C 8211.1447.6718.81計算：第 8頁，共 11 頁（ 2020/2/29 22:52）復核 ：構件鋼筋統(tǒng)計計算表單位