鋼筋用量計算表

1、第 1 頁，共 45 頁工工 程程 量量 計計 算算 項目名稱：基礎鋼筋序號構 件 名 稱規(guī) 格 (Lbh)間距數(shù)量直徑成型長 下料長根數(shù)下料長根數(shù)合計長度(m)比重單位小計重量1CT-1主筋1.51.50.40.152121.41.42261.60.88854.702CT-2主筋1.21.20.30.211121.11.114169.40.888150.433CT-3主筋1.551.20.30.22121.451.014280.88824.86JGZ-1主筋1.40.240.242121.21.4411.20.8889.95小小計計2 23 39 9. .9 94 44GZ-1主筋1.40.

2、240.42142.83.06361.2143.56箍筋（成型:0.20.35）0.2281.2819.20.3957.585GZ-2主筋1.40.240.322142.83.06361.2143.56箍筋（成型:0.20.27）0.2281.1816.80.3956.646GZ-3主筋1.40.240.249142.83.041081.21130.68217.80箍筋（成型:0.20.2）0.2980.987264.80.39525.6039.82小小計計2 25 57 7. .6 62 27JL-1主筋2.60.240.52162.83.06361.57856.81箍筋（成型:0.20.4

3、5）0.15281.41644.80.39517.708JL-1主筋9.30.240.52169.510.061201.578189.36箍筋（成型:0.20.45）0.15281.4601680.39566.369JL-1主筋4.50.240.51164.75.06301.57847.34箍筋（成型:0.20.45）0.15181.42940.60.39516.0410JL-1主筋5.40.240.51165.66.06361.57856.81箍筋（成型:0.20.45）0.15181.435490.39519.3611JL-1主筋12.30.240.511612.513.06781.578

4、123.08473.40箍筋（成型:0.20.45）0.15181.4801120.39544.24163.69小小計計6 63 37 7. .0 09 9本本 頁頁 合合 計計11 11 13 34 4. .6 64 4第 2 頁，共 45 頁工工 程程 量量 計計 算算 項目名稱：基礎鋼筋序號構 件 名 稱規(guī) 格 (Lbh)間距數(shù)量直徑成型長 下料長根數(shù)下料長根數(shù)合計長度(m)比重單位小計重量12JL-2主筋7.20.240.451167.47.6645.61.57871.96箍筋（成型:0.20.4）0.1516.51.34659.80.2615.5513JL-2主筋3.50.240.4

5、51163.74.06241.57837.87109.83箍筋（成型:0.20.4）0.1516.51.32228.60.267.4414JL-3主筋6.30.240.41146.56.8640.81.2149.37箍筋（成型:0.20.35）0.1516.51.240480.2612.4815JL-3主筋3.50.240.41143.74.06241.2129.04箍筋（成型:0.20.35）0.1516.51.22226.40.266.8616JL-4主筋2.40.240.351142.63.04121.2114.52箍筋（成型:0.20.3）0.1516.51.11516.50.264.

6、2917JL-5主筋6.30.240.351146.56.8640.81.2149.37142.30箍筋（成型:0.20.3）0.1516.51.130330.268.5855.20小小計計3 30 07 7. .3 32 218GZ-1主筋3.60.240.42143.03.06361.2143.56一層箍筋（成型:0.20.35）0.2281.21843.20.39517.0619GZ-2主筋3.60.240.322143.03.06361.2143.56一層箍筋（成型:0.20.27）0.2281.11837.80.39514.9320GZ-3主筋3.60.240.249143.03.0

7、41081.21130.68217.80一層箍筋（成型:0.20.2）0.2980.918162145.80.39557.5989.59小小計計3 30 07 7. .3 39 920GZ-3主筋3.60.240.2426143.03.043121.21377.52377.52二-三層箍筋（成型:0.20.2）0.22680.914364327.60.395129.40129.40本本 頁頁 合合 計計26 61 14 4. .7 71 1第 3 頁，共 45 頁工工 程程 量量 計計 算算 項目名稱：二層鋼筋序號構 件 名 稱規(guī) 格 (Lbh)間距數(shù)量直徑成型長 下料長根數(shù)下料長根數(shù)合計長度

8、(m)比重單位小計重量1L-1主筋6.30.240.5116601.5780.00箍筋（成型:0.20.45）0.15181.44157.40.39522.672TL-1主筋4.50.240.5216601.5780.00箍筋（成型:0.20.3）0.1-2181.1411.01156.10.39522.16本本 頁頁 合合 計計3第 4 頁，共 45 頁工工 程程 量量 計計 算算 項目名稱：三層鋼筋序號構 件 名 稱規(guī) 格 (Lbh)間距數(shù)量直徑成型長 下料長根數(shù)下料長根數(shù)合計長度(m)比重單位小計重量TL-1主筋4.50.240.5216601.5780.00箍筋（成型:0.20.3）0

9、.1-2181.1411.01156.10.39522.16TL-1主筋4.50.240.5216601.5780.00箍筋（成型:0.20.3）0.1-2181.1410.911550.39521.73TG-1主筋0.280.480.180.1516.51.14953.90.2614.01分布筋6.55 57 7. .9 90 0三層GZ-3主筋3.00.240.2413143.03.041561.21188.76箍筋（成型:0.20.2）0.21380.915175.50.39569.32屋面GZ-4主筋3.00.240.244142.72.7443.21.2152.27箍筋（成型:0.2

10、0.2）0.246.50.91968.40.2617.78本本 頁頁 合合 計計6第 5 頁，共 45 頁工工 程程 量量 計計 算算 項目名稱：（本本人人私私宅宅）鋼鋼筋筋匯匯總總:6912.11:6912.11序號 材料名稱單位規(guī) 格數(shù)量單根長基礎二層三層屋面小計長度(m)采購長度(m)比重單位合計重量單 價122鋼筋根定尺9m型材59452.984134.283.63218鋼筋根定尺9m型材1491261.998251.7483.68316鋼筋根定尺9m型材6095401.578852.123.73414鋼筋根定尺9m型材8097201.21871.23.86512鋼筋根定尺9m型材11

11、099900.888879.123.9169鋼筋根定尺9m型材900.4991541.643.9978鋼筋根定尺9m型材900.395745.603.7387鋼筋根定尺9m型材900.3021482.834.0196.5鋼筋根定尺9m型材900.26765.203.71合合 計計7523.74122鋼筋根99812.984241.703.63218鋼筋根2392071.998413.593.68316鋼筋根10499361.5781477.013.73414鋼筋根142912781.2071542.553.86512鋼筋根242921780.8881934.063.9159鋼筋根0900.49

12、92888.943.9968鋼筋根0900.395512.313.7377鋼筋根0900.3022678.754.0186.5鋼筋根0900.261514.003.71合合 計計1 12 29 96 61 1. .2 20 0第 6 頁，共 45 頁148168第 7 頁，共 45 頁16146.5148148第 8 頁，共 45 頁金 額487.442.98926.436.003,178.4134.723,362.83-192.873,437.36-95.116,151.142,781.09204.475,946.152,838.89337.1229,109.74877.391,522.00

13、5,509.245,954.237,562.1911,526.873.681,910.9210,741.793.75,616.9451,221.55第 9 頁，共 45 頁工工 程程 量量 計計 算算 項目名稱：基礎鋼筋1序號構 件 名 稱構件規(guī)格(Lbh) 位置 件數(shù)直徑間距成型尺寸成型長 下料長根數(shù)合計長度(m)比 重單位小計重量1CT-1主筋1.51.50.42121501.41.42261.60.88854.702CT-2主筋1.21.20.311122001.11.114169.40.888150.433CT-3主筋1.551.20.32122001.451.01428.00.888

14、24.8612小小計計2 22 29 9. .9 99 91GZ-1主筋1.40.240.42142.12.12.252.254 41 18 8. .0 01 1. .2 21 10 02 21 1. .7 78 8箍筋81500.20.351.2511.80.3954.662GZ-2主筋1.40.240.322142.12.12.252.254 41 18 8. .0 01 1. .2 21 10 02 21 1. .7 78 8箍筋81500.20.271.0510.30.3954.073GZ-3主筋1.40.240.249142.12.12.252.254 48 81 1. .0 01

15、1. .2 21 10 09 98 8. .0 01 114箍筋81500.20.20.9539.60.39515.6484JGZ-1主筋1.40.240.242121.21.21.351.354 41 10 0. .8 80 0. .8 88 88 89 9. .5 59 912箍筋6.51500.20.20.958.80.2602.296.5小小計計1 17 77 7. .8 82 21JL-1主筋2.840.240.5G G1162.82.83.03.06 61 18 8. .0 01 1. .5 57 78 82 28 8. .4 40 0箍筋16.3381500.20.451.416

16、22.10.3958.722JL-1主筋2.840.240.5E E1162.82.83.03.06 61 18 8. .0 01 1. .5 57 78 82 28 8. .4 40 0箍筋16.3381500.20.451.41622.10.3958.723JL-1主筋4.740.240.54 41164.74.75.05.06 63 30 0. .0 01 1. .5 57 78 84 47 7. .3 34 4箍筋29.0081500.20.451.42940.00.39515.814JL-1主筋5.640.240.53 31165.65.66.06.06 63 36 6. .0 01

17、 1. .5 57 78 85 56 6. .8 81 116箍筋35.0081500.20.451.43548.30.39519.088小小計計2 21 13 3. .2 29 9本本 頁頁 合合 計計第 10 頁，共 45 頁工工 程程 量量 計計 算算 項目名稱：基礎鋼筋2序號構 件 名 稱構件規(guī)格(Lbh) 位置 件數(shù)直徑間距成型尺寸成型長 下料長根數(shù)合計長度(m)比 重單位小計重量5JL-1主筋9.540.240.55 51169.59.59.89.86 65 58 8. .8 81 1. .5 57 78 89 92 2. .7 79 9箍筋60.0081500.20.451.46

18、082.80.39532.716JL-1主筋9.540.240.56 61169.59.59.89.86 65 58 8. .8 81 1. .5 57 78 89 92 2. .7 79 9箍筋60.0081500.20.451.46082.80.39532.717JL-1主筋12.540.240.51 111612.512.512.812.86 67 76 6. .8 81 1. .5 57 78 81 12 21 1. .1 19 916箍筋79.0081500.20.451.479109.00.39543.0688JL-2主筋3.740.240.45D D1163.73.74.04.0

19、6 62 24 4. .0 01 1. .5 57 78 83 37 7. .8 87 7箍筋22.336.51500.20.41.32228.20.2607.329JL-2主筋7.440.240.45F F1167.47.47.67.66 64 45 5. .6 61 1. .5 57 78 87 71 1. .9 96 6箍筋46.006.51500.20.41.34658.90.26015.3110JL-3主筋3.740.240.4B B1143.73.74.04.06 62 24 4. .0 01 1. .2 21 10 02 29 9. .0 04 4箍筋22.336.51500.2

20、0.351.22226.00.2606.7511JL-3主筋6.540.240.4C C1146.56.56.86.86 64 40 0. .8 81 1. .2 21 10 04 49 9. .3 37 7箍筋40.006.51500.20.351.24047.20.26012.2712JL-4主筋2.640.240.353 31142.62.63.03.04 41 12 2. .0 01 1. .2 21 10 01 14 4. .5 52 2箍筋15.006.51500.20.31.11617.30.2604.491613JL-5主筋6.540.240.35D D1146.56.56.8

21、6.84 42 27 7. .2 21 1. .2 21 10 03 32 2. .9 91 114箍筋30.506.52000.20.31.13032.40.2608.426.5小小計計7 70 05 5. .4 48 8第 11 頁，共 45 頁本本 頁頁 合合 計計工工 程程 量量 計計 算算 項目名稱：二層鋼筋3序號構 件 名 稱構件規(guī)格(Lbh) 位置 件數(shù)直徑間距箍筋成型尺寸 成型長 下料長根數(shù)合計長度(m)比 重單位小計重量1L-1主筋6.540.240.5D D1220 00.00.05 53 38 8. .0 02 2. .9 98 84 41 11 13 3. .3 39

22、9箍筋40.0081500.20.451.44055.20.39521.802L-2主筋6.540.180.35A A1126.56.56.86.82 21 13 3. .6 60 0. .8 88 88 81 12 2. .0 08 8146.56.56.86.82 21 13 3. .6 61 1. .2 21 10 01 16 6. .4 46 6箍筋33.676.51800.130.31.03435.00.2609.113L-3主筋3.740.240.3B B1143.73.74.04.02 28 8. .0 01 1. .2 21 10 09 9. .6 68 8163.73.74.

23、04.02 28 8. .0 01 1. .5 57 78 81 12 2. .6 62 2箍筋22.336.51500.20.251.02221.60.2605.614L-3主筋6.540.240.3C C1146.56.56.86.82 21 13 3. .6 61 1. .2 21 10 01 16 6. .4 46 6160 07.37.32 21 14 4. .6 61 1. .5 57 78 82 23 3. .0 04 4箍筋40.006.51500.20.251.04039.20.26010.195L-4主筋2.640.20.32 21122.62.63.03.04 41 12

24、 2. .0 00 0. .8 88 88 81 10 0. .6 66 6箍筋11.506.52000.150.250.9119.70.2602.526TL-1主筋4.50.240.356 61124.54.54.54.52 29 9. .0 00 0. .8 88 88 87 7. .9 99 9184.54.54.54.53 31 13 3. .5 51 1. .9 99 98 82 26 6. .9 97 7箍筋12.0081000.20.31.11213.00.3955.1215.002001.11516.20.3956.40227TL-1主筋4.50.240.355 51124.5

25、4.54.54.52 29 9. .0 00 0. .8 88 88 87 7. .9 99 918184.54.54.54.53 31 13 3. .5 51 1. .9 99 98 82 26 6. .9 97 716箍筋12.0081000.20.251.01211.80.3954.651415.002000.20.31.11516.20.3956.40128QL-4主筋6.340.240.35 51126.656.656.86.85 53 34 4. .0 00 0. .8 88 88 83 30 0. .1 19 98第 12 頁，共 45 頁箍筋40.676.51500.20.25

26、1.04140.20.26010.456.5本本 頁頁 合合 計計3 39 96 6. .7 73 3工工 程程 量量 計計 算算 項目名稱：二層鋼筋4序號構 件 名 稱構件規(guī)格(Lbh) 位置 件數(shù)直徑間距箍筋成型尺寸 成型長 下料長根數(shù)合計長度(m)比 重單位小計重量9TL-2主筋3.00.240.354 41123.03.03.03.02 26 6. .0 00 0. .8 88 88 85 5. .3 33 3223.03.03.03.02 26 6. .0 02 2. .9 98 84 41 17 7. .9 90 0箍筋6.006.51000.20.31.166.50.2601.6

27、810.002001.11010.80.2602.8110QL-1主筋3.740.240.3D D1123.93.94.04.02 28 8. .0 00 0. .8 88 88 87 7. .1 10 0163.93.94.04.02 28 8. .0 01 1. .5 57 78 81 12 2. .6 62 2箍筋22.336.51500.20.251.02221.60.2605.6111QL-2主筋2.840.240.3E E1122.82.83.03.04 41 12 2. .0 00 0. .8 88 88 81 10 0. .6 66 6箍筋12.506.52000.20.251

28、.01211.80.2603.0612QL-2主筋7.140.240.31 11127.17.17.47.44 42 29 9. .6 60 0. .8 88 88 82 26 6. .2 28 8箍筋35.006.52000.20.251.03534.30.2608.9213QL-3主筋2.440.240.254 41122.42.43.03.04 41 12 2. .0 00 0. .8 88 88 81 10 0. .6 66 6箍筋12.006.52000.20.20.91210.60.2602.7514QL-3主筋2.840.240.25G G1122.82.83.03.04 41

29、12 2. .0 00 0. .8 88 88 81 10 0. .6 66 6箍筋15.006.52000.20.20.91513.20.2603.4315QL-3主筋5.640.240.251 11125.755.756.06.04 42 24 4. .0 00 0. .8 88 88 82 21 1. .3 31 1箍筋26.506.52000.20.20.92723.80.2606.1816QL-3主筋5.640.240.253 31125.65.66.06.04 42 24 4. .0 00 0. .8 88 88 82 21 1. .3 31 1箍筋26.506.52000.20.

30、20.92723.80.2606.1817QL-3主筋6.340.240.256 61126.656.656.86.84 42 27 7. .2 20 0. .8 88 88 82 24 4. .1 15 522箍筋31.006.52000.20.20.93127.30.2607.09168QL-45 51第 13 頁，共 45 頁18QL-3主筋7.440.240.25F F1127.47.47.77.74 43 30 0. .8 80 0. .8 88 88 82 27 7. .3 35 512箍筋36.506.52000.20.20.93631.70.2608.246.5本本 頁頁 合合

31、 計計2 25 51 1. .2 28 8工工 程程 量量 計計 算算 項目名稱：三層鋼筋5序號構 件 名 稱構件規(guī)格(Lbh) 位置 件數(shù)直徑間距箍筋成型尺寸 成型長 下料長根數(shù)合計長度(m)比 重單位小計重量1TL-1主筋4.50.240.356 61124.54.54.54.52 29 9. .0 00 0. .8 88 88 87 7. .9 99 9184.54.54.54.53 31 13 3. .5 51 1. .9 99 98 82 26 6. .9 97 7箍筋12.0081000.20.31.11213.00.3955.1215.002001.11516.20.3956.4

32、02TL-1主筋4.50.240.355 51124.54.54.54.52 29 9. .0 00 0. .8 88 88 87 7. .9 99 9184.54.54.54.53 31 13 3. .5 51 1. .9 99 98 82 26 6. .9 97 7箍筋12.0081000.20.251.01211.80.3954.6515.002000.20.31.11516.20.3956.403TL-2主筋3.00.240.354 41123.03.03.03.02 26 6. .0 00 0. .8 88 88 85 5. .3 33 3163.03.03.03.03 39 9.

33、.0 01 1. .5 57 78 81 14 4. .2 20 0箍筋6.006.51000.20.31.166.50.2601.6810.002001.11010.80.2602.814L-2主筋6.540.180.35A A1126.56.56.86.82 21 13 3. .6 60 0. .8 88 88 81 12 2. .0 08 8146.56.56.86.82 21 13 3. .6 61 1. .2 21 10 01 16 6. .4 46 6箍筋33.676.51800.130.31.03435.00.2609.115L-4主筋2.640.20.32 21122.62.6

34、3.03.04 41 12 2. .0 00 0. .8 88 88 81 10 0. .6 66 6箍筋11.506.52000.150.250.9119.70.2602.526QL-1主筋6.540.240.3C C1126.56.56.86.82 21 13 3. .6 60 0. .8 88 88 81 12 2. .0 08 818166.56.56.86.82 21 13 3. .6 61 1. .5 57 78 82 21 1. .4 46 616箍筋30.506.52000.20.251.03130.40.2607.9014第 14 頁，共 45 頁7QL-1主筋10.040.

35、240.3D D112101010.810.82 22 21 1. .6 60 0. .8 88 88 81 19 9. .1 18 81216101010.810.82 22 21 1. .6 61 1. .5 57 78 83 34 4. .0 08 88箍筋47.506.52000.20.251.04847.00.26012.236.5本本 頁頁 合合 計計2 27 74 4. .2 26 6工工 程程 量量 計計 算算 項目名稱：三層鋼筋6序號構 件 名 稱構件規(guī)格(Lbh) 位置 件數(shù)直徑間距箍筋成型尺寸 成型長 下料長根數(shù)合計長度(m)比 重單位小計重量8QL-2主筋2.840.2

36、40.3E E1122.82.83.03.04 41 12 2. .0 00 0. .8 88 88 81 10 0. .6 66 6箍筋12.506.52000.20.251.01211.80.2603.069QL-2主筋3.740.240.3B B1123.73.74.04.04 41 16 6. .0 00 0. .8 88 88 81 14 4. .2 21 1箍筋17.006.52000.20.251.01716.70.2604.3310QL-2主筋7.140.240.31 11127.17.17.47.44 42 29 9. .6 60 0. .8 88 88 82 26 6. .

37、2 28 8箍筋35.006.52000.20.251.03534.30.2608.9211QL-3主筋2.440.240.254 41122.42.43.03.04 41 12 2. .0 00 0. .8 88 88 81 10 0. .6 66 6箍筋12.006.52000.20.20.91210.60.2602.7512QL-3主筋2.840.240.25G G1122.82.83.03.04 41 12 2. .0 00 0. .8 88 88 81 10 0. .6 66 6箍筋15.006.52000.20.20.91513.20.2603.4313QL-3主筋5.640.24

38、0.251 11125.755.756.06.04 42 24 4. .0 00 0. .8 88 88 82 21 1. .3 31 1箍筋26.506.52000.20.20.92723.80.2606.1814QL-3主筋5.640.240.253 31125.65.66.06.04 42 24 4. .0 00 0. .8 88 88 82 21 1. .3 31 1箍筋26.506.52000.20.20.92723.80.2606.1815QL-3主筋6.340.240.256 61126.656.656.86.84 42 27 7. .2 20 0. .8 88 88 82 24

39、 4. .1 15 5箍筋31.006.52000.20.20.93127.30.2607.0916QL-3主筋7.440.240.25F F1127.47.47.77.74 43 30 0. .8 80 0. .8 88 88 82 27 7. .3 35 5箍筋36.506.52000.20.20.93631.70.2608.2417QL-4主筋6.340.240.35 51126.656.656.86.85 53 34 4. .0 00 0. .8 88 88 83 30 0. .1 19 912第 15 頁，共 45 頁箍筋40.676.51500.20.251.04140.20.26

40、010.456.5本本 頁頁 合合 計計2 25 57 7. .4 40 0工工 程程 量量 計計 算算 項目名稱：屋面鋼筋7序號構 件 名 稱構件規(guī)格(Lbh) 位置 件數(shù)直徑間距箍筋成型尺寸 成型長 下料長根數(shù)合計長度(m)比 重單位小計重量1TL-1主筋4.50.240.356 61124.54.54.54.52 29 9. .0 00 0. .8 88 88 87 7. .9 99 9184.54.54.54.53 31 13 3. .5 51 1. .9 99 98 82 26 6. .9 97 7箍筋12.0081000.20.31.11213.00.3955.1215.00200

41、1.11516.20.3956.402TL-1主筋4.50.240.355 51124.54.54.54.52 29 9. .0 00 0. .8 88 88 87 7. .9 99 9184.54.54.54.53 31 13 3. .5 51 1. .9 99 98 82 26 6. .9 97 7箍筋12.0081000.20.251.01211.80.3954.6515.002000.20.31.11516.20.3956.403TL-2主筋3.00.240.351 11123.03.03.03.02 26 6. .0 00 0. .8 88 88 85 5. .3 33 3163.0

42、3.03.03.03 39 9. .0 01 1. .5 57 78 81 14 4. .2 20 0箍筋6.006.51000.20.31.166.50.2601.6810.002001.11010.80.2602.814TL-2主筋3.00.240.354 41123.03.03.03.02 26 6. .0 00 0. .8 88 88 85 5. .3 33 3163.03.03.03.03 39 9. .0 01 1. .5 57 78 81 14 4. .2 20 0箍筋6.006.51000.20.251.065.90.2601.5310.002000.20.31.11010.8

43、0.2602.815L-2主筋10.040.180.35A A112101010.810.82 22 21 1. .6 60 0. .8 88 88 81 19 9. .1 18 814101010.810.82 22 21 1. .6 61 1. .2 21 10 02 26 6. .1 14 41817QL-45 51第 16 頁，共 45 頁箍筋52.446.51800.130.31.05253.60.26013.93166L-4主筋2.640.20.32 21122.62.63.03.04 41 12 2. .0 00 0. .8 88 88 81 10 0. .6 66 614箍筋1

44、1.506.52000.150.250.9119.70.2602.52127QL-4主筋6.340.240.35 51126.656.656.86.85 53 34 4. .0 00 0. .8 88 88 83 30 0. .1 19 98箍筋40.676.51500.20.251.04140.20.26010.456.5本本 頁頁 合合 計計2 25 53 3. .4 44 4工工 程程 量量 計計 算算 項目名稱：屋面鋼筋8序號構 件 名 稱構件規(guī)格(Lbh) 位置 件數(shù)直徑間距箍筋成型尺寸 成型長 下料長根數(shù)合計長度(m)比 重單位小計重量8QL-1主筋6.540.240.3C C11

45、26.56.56.86.82 21 13 3. .6 60 0. .8 88 88 81 12 2. .0 08 8166.56.56.86.82 21 13 3. .6 61 1. .5 57 78 82 21 1. .4 46 6箍筋30.506.52000.20.251.03130.40.2607.909QL-1主筋10.040.240.3D D112101010.810.82 22 21 1. .6 60 0. .8 88 88 81 19 9. .1 18 816101010.810.82 22 21 1. .6 61 1. .5 57 78 83 34 4. .0 08 8箍筋47

46、.506.52000.20.251.04847.00.26012.2310QL-2主筋2.840.240.3E E1122.82.83.03.04 41 12 2. .0 00 0. .8 88 88 81 10 0. .6 66 6箍筋12.506.52000.20.251.01211.80.2603.0611QL-2主筋3.740.240.3B B1123.73.74.04.04 41 16 6. .0 00 0. .8 88 88 81 14 4. .2 21 1箍筋17.006.52000.20.251.01716.70.2604.3312QL-2主筋4.840.240.31 1112

47、7.17.17.47.44 42 29 9. .6 60 0. .8 88 88 82 26 6. .2 28 8箍筋23.506.52000.20.251.02423.50.2606.1213QL-3主筋2.440.240.254 41122.42.43.03.04 41 12 2. .0 00 0. .8 88 88 81 10 0. .6 66 6箍筋12.006.52000.20.20.91210.60.2602.7514QL-3主筋2.840.240.25G G1122.82.83.03.04 41 12 2. .0 00 0. .8 88 88 81 10 0. .6 66 6箍筋

48、15.006.52000.20.20.91513.20.2603.4315QL-3主筋5.640.240.251 11125.755.756.06.04 42 24 4. .0 00 0. .8 88 88 82 21 1. .3 31 15L-2A A1第 17 頁，共 45 頁箍筋26.506.52000.20.20.92723.80.2606.1816QL-3主筋5.640.240.253 31125.65.66.06.04 42 24 4. .0 00 0. .8 88 88 82 21 1. .3 31 1箍筋26.506.52000.20.20.92723.80.2606.1816

49、17QL-3主筋6.340.240.256 61126.656.656.86.84 42 27 7. .2 20 0. .8 88 88 82 24 4. .1 15 512箍筋31.006.52000.20.20.93127.30.2607.096.5本本 頁頁 合合 計計2 28 85 5. .3 30 0工工 程程 量量 計計 算算 項目名稱：屋面鋼筋9序號構 件 名 稱構件規(guī)格(Lbh) 位置 件數(shù)直徑間距箍筋成型尺寸 成型長 下料長根數(shù)合計長度(m)比 重單位小計重量18QL-3主筋7.440.240.25F F1127.47.47.77.74 43 30 0. .8 80 0. .

50、8 88 88 82 27 7. .3 35 5箍筋36.506.52000.20.20.93631.70.2608.24小小計計3 35 5. .5 59 91GZ-1主筋3.60.240.4一一層層2144.54.54.54.54 43 36 6. .0 01 1. .2 21 10 04 43 3. .5 56 6162.852.853.03.04 42 24 4. .0 01 1. .5 57 78 83 37 7. .8 87 7箍筋25.0081500.20.351.22559.00.39523.312GZ-2主筋3.60.240.24一一層層2144.54.54.54.54 43

51、 36 6. .0 01 1. .2 21 10 04 43 3. .5 56 6箍筋25.0081500.20.271.02551.50.39520.343GZ-3主筋3.60.240.24一一層層9144.54.54.54.54 41 16 62 2. .0 01 1. .2 21 10 01 19 96 6. .0 02 2箍筋25.0081500.20.20.925198.00.39578.214GZ-3主筋30.240.24二二層層13143 33.03.04 41 15 56 6. .0 01 1. .2 21 10 01 18 88 8. .7 76 6箍筋18.0081500.

52、20.20.918205.90.39581.345GZ-3主筋30.240.24三三層層9143 33.03.04 41 10 08 8. .0 01 1. .2 21 10 01 13 30 0. .6 68 8箍筋13.5082000.20.20.914110.90.39543.806GZ-3主筋30.240.24三三層層4143 33.03.04 44 48 8. .0 01 1. .2 21 10 05 58 8. .0 08 815QL-31 11第 18 頁，共 45 頁箍筋13.5082000.20.20.91449.30.39519.47167GZ-4主筋30.240.24沖沖

53、頂頂4123 33.03.04 44 48 8. .0 00 0. .8 88 88 84 42 2. .6 62 214箍筋13.506.52000.20.20.91449.30.26012.811286.5本本 頁頁 合合 計計工工 程程 量量 計計 算算 項目名稱：屋面沖頂鋼筋10序號構 件 名 稱構件規(guī)格(Lbh) 位置 件數(shù)直徑間距箍筋成型尺寸 成型長 下料長根數(shù)合計長度(m)比 重單位小計重量1QL-3主筋2.840.240.25G G1122.82.83.03.04 41 12 2. .0 00 0. .8 88 88 81 10 0. .6 66 6箍筋12.506.52000

54、.20.20.91210.60.2602.752QL-3主筋2.840.240.25E E1122.82.83.03.04 41 12 2. .0 00 0. .8 88 88 81 10 0. .6 66 6箍筋12.506.52000.20.20.91210.60.2602.753QL-3主筋5.640.240.251 11125.755.756.06.04 42 24 4. .0 00 0. .8 88 88 82 21 1. .3 31 1箍筋26.506.52000.20.20.92723.80.2606.184QL-3主筋5.640.240.253 31125.65.66.06.0

55、4 42 24 4. .0 00 0. .8 88 88 82 21 1. .3 31 1箍筋26.506.52000.20.20.92723.80.2606.18小小計計8 81 1. .7 78 81TL-1主筋2.80.20.35樓樓梯梯間間7142.82.83.03.02 24 42 2. .0 01 1. .2 21 10 05 50 0. .8 82 2182.82.83.03.02 24 42 2. .0 01 1. .9 99 98 88 83 3. .9 92 2箍筋17.006.51500.20.31.117128.50.26033.422TZ-1主筋2.40.240.24

56、樓樓梯梯間間2122.92.93.03.04 42 24 4. .0 01 1. .2 21 10 02 29 9. .0 04 4箍筋11.006.52000.20.20.91119.40.2605.033TZ-2主筋1.50.240.244121.751.752.02.04 43 32 2. .0 01 1. .2 21 10 03 38 8. .7 72 26GZ-3三三層層4第 19 頁，共 45 頁箍筋9.006.52000.20.20.9931.70.2608.241814126.5小小計計本本 頁頁 合合 計計工工 程程 量量 計計 算算 項目名稱：屋面鋼筋11序號構 件 名 稱

57、構件規(guī)格(Lbh) 位置 件數(shù)直徑間距箍筋成型尺寸 成型長 下料長根數(shù)合計長度(m)比 重單位小計重量樓樓梯梯間間3TZ-24第 20 頁，共 45 頁小小計計0 0. .0 00 0本本 頁頁 合合 計計工工 程程 量量 計計 算算 項目名稱：屋面鋼筋12序號構 件 名 稱構件規(guī)格(Lbh) 位置 件數(shù)直徑間距箍筋成型尺寸 成型長 下料長根數(shù)合計長度(m)比 重單位小計重量第 21 頁，共 45 頁小小計計0 0. .0 00 0本本 頁頁 合合 計計第 22 頁，共 45 頁229.99141.5724.379.592.29160.9652.33第 23 頁，共 45 頁306.76108

58、.47109.83125.8454.57第 24 頁，共 45 頁底筋下料長根數(shù)面筋下料長根數(shù)4.2m37.0m23.8m33.8m23.5m2113.3953.9535.6642.5968.9144.37第 25 頁，共 45 頁37.8717.9012.62第 26 頁，共 45 頁164.8155.9453.9569.7516.46第 27 頁，共 45 頁75.3022.5636.24196.78第 28 頁，共 45 頁60.6253.95第 29 頁，共 45 頁28.4026.1486.6722.5635.72第 30 頁，共 45 頁55.55170.5059.26第 31 頁

59、，共 45 頁37.87660.6669.97266.4621.0522221 13 31 1. .3 30 0第 32 頁，共 45 頁18182 24 45 5. .7 75 516168 81 17 7. .4 40 083.9214141 10 06 64 4. .0 07 750.8212129 97 74 4. .2 23 3131.70885 54 41 1. .1 13 364.536.56.54 42 28 8. .0 08 8第 33 頁，共 45 頁工工 程程 量量 計計 算算 項目名稱：基礎鋼筋序號構 件 名 稱構件規(guī)格(Lbh) 位置 件數(shù)直徑間距成型尺寸成型長 下料

60、長根數(shù)已有數(shù)量直徑成型尺寸1箍筋16.3381500.20.451.4161680.20.452箍筋16.3381500.20.451.4161680.20.33箍筋29.0081500.20.451.4292980.20.254箍筋35.0081500.20.451.4353580.20.25箍筋60.0081500.20.451.460606.50.20.46箍筋60.0081500.20.451.460606.50.20.357箍筋79.0081500.20.451.479796.50.20.32952952952958箍筋22.336.51500.20.41.322226.50.20.