钢筋用量计算表

1、第 1 页，共 45 页工工 程程 量量 计计 算算 项目名称：基础钢筋序号构 件 名 称规 格 (Lbh)间距数量直径成型长 下料长根数下料长根数合计长度(m)比重单位小计重量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小小计计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小小计计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小小计计6 63 37 7. .0 09 9本本 页页 合合 计计11 11 13 34 4. .6 64 4第 2 页，共 45 页工工 程程 量量 计计 算算 项目名称：基础钢筋序号构 件 名 称规 格 (Lbh)间距数量直径成型长 下料长根数下料长根数合计长度(m)比重单位小计重量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小小计计3 30 07 7. .3 32 218GZ-1主筋3.60.240.42143.03.06361.2143.56一层箍筋（成型:0.20.35）0.2281.21843.20.39517.0619GZ-2主筋3.60.240.322143.03.06361.2143.56一层箍筋（成型:0.20.27）0.2281.11837.80.39514.9320GZ-3主筋3.60.240.249143.03.0

7、41081.21130.68217.80一层箍筋（成型:0.20.2）0.2980.918162145.80.39557.5989.59小小计计3 30 07 7. .3 39 920GZ-3主筋3.60.240.2426143.03.043121.21377.52377.52二-三层箍筋（成型:0.20.2）0.22680.914364327.60.395129.40129.40本本 页页 合合 计计26 61 14 4. .7 71 1第 3 页，共 45 页工工 程程 量量 计计 算算 项目名称：二层钢筋序号构 件 名 称规 格 (Lbh)间距数量直径成型长 下料长根数下料长根数合计长度

8、(m)比重单位小计重量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 页页 合合 计计3第 4 页，共 45 页工工 程程 量量 计计 算算 项目名称：三层钢筋序号构 件 名 称规 格 (Lbh)间距数量直径成型长 下料长根数下料长根数合计长度(m)比重单位小计重量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 0三层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 页页 合合 计计6第 5 页，共 45 页工工 程程 量量 计计 算算 项目名称：（本本人人私私宅宅）钢钢筋筋汇汇总总:6912.11:6912.11序号 材料名称单位规 格数量单根长基础二层三层屋面小计长度(m)采购长度(m)比重单位合计重量单 价122钢筋根定尺9m型材59452.984134.283.63218钢筋根定尺9m型材1491261.998251.7483.68316钢筋根定尺9m型材6095401.578852.123.73414钢筋根定尺9m型材8097201.21871.23.86512钢筋根定尺9m型材11

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

12、92888.943.9968钢筋根0900.395512.313.7377钢筋根0900.3022678.754.0186.5钢筋根0900.261514.003.71合合 计计1 12 29 96 61 1. .2 20 0第 6 页，共 45 页148168第 7 页，共 45 页16146.5148148第 8 页，共 45 页金 额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 页，共 45 页工工 程程 量量 计计 算算 项目名称：基础钢筋1序号构 件 名 称构件规格(Lbh) 位置 件数直径间距成型尺寸成型长 下料长根数合计长度(m)比 重单位小计重量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小小计计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小小计计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小小计计2 21 13 3. .2 29 9本本 页页 合合 计计第 10 页，共 45 页工工 程程 量量 计计 算算 项目名称：基础钢筋2序号构 件 名 称构件规格(Lbh) 位置 件数直径间距成型尺寸成型长 下料长根数合计长度(m)比 重单位小计重量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小小计计7 70 05 5. .4 48 8第 11 页，共 45 页本本 页页 合合 计计工工 程程 量量 计计 算算 项目名称：二层钢筋3序号构 件 名 称构件规格(Lbh) 位置 件数直径间距箍筋成型尺寸 成型长 下料长根数合计长度(m)比 重单位小计重量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 页，共 45 页箍筋40.676.51500.20.25

26、1.04140.20.26010.456.5本本 页页 合合 计计3 39 96 6. .7 73 3工工 程程 量量 计计 算算 项目名称：二层钢筋4序号构 件 名 称构件规格(Lbh) 位置 件数直径间距箍筋成型尺寸 成型长 下料长根数合计长度(m)比 重单位小计重量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 页，共 45 页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 页页 合合

31、 计计2 25 51 1. .2 28 8工工 程程 量量 计计 算算 项目名称：三层钢筋5序号构 件 名 称构件规格(Lbh) 位置 件数直径间距箍筋成型尺寸 成型长 下料长根数合计长度(m)比 重单位小计重量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 页，共 45 页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 页页 合合 计计2 27 74 4. .2 26 6工工 程程 量量 计计 算算 项目名称：三层钢筋6序号构 件 名 称构件规格(Lbh) 位置 件数直径间距箍筋成型尺寸 成型长 下料长根数合计长度(m)比 重单位小计重量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 页，共 45 页箍筋40.676.51500.20.251.04140.20.26

40、010.456.5本本 页页 合合 计计2 25 57 7. .4 40 0工工 程程 量量 计计 算算 项目名称：屋面钢筋7序号构 件 名 称构件规格(Lbh) 位置 件数直径间距箍筋成型尺寸 成型长 下料长根数合计长度(m)比 重单位小计重量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 页，共 45 页箍筋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 页页 合合 计计2 25 53 3. .4 44 4工工 程程 量量 计计 算算 项目名称：屋面钢筋8序号构 件 名 称构件规格(Lbh) 位置 件数直径间距箍筋成型尺寸 成型长 下料长根数合计长度(m)比 重单位小计重量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 页，共 45 页箍筋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 页页 合合 计计2 28 85 5. .3 30 0工工 程程 量量 计计 算算 项目名称：屋面钢筋9序号构 件 名 称构件规格(Lbh) 位置 件数直径间距箍筋成型尺寸 成型长 下料长根数合计长度(m)比 重单位小计重量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小小计计3 35 5. .5 59 91GZ-1主筋3.60.240.4一一层层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3.60.240.24一一层层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3.60.240.24一一层层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30.240.24二二层层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30.240.24三三层层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30.240.24三三层层4143 33.03.04 44 48 8. .0 01 1. .2 21 10 05 58 8. .0 08 815QL-31 11第 18 页，共 45 页箍筋13.5082000.20.20.91449.30.39519.47167GZ-4主筋30.240.24冲冲

53、顶顶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 页页 合合 计计工工 程程 量量 计计 算算 项目名称：屋面冲顶钢筋10序号构 件 名 称构件规格(Lbh) 位置 件数直径间距箍筋成型尺寸 成型长 下料长根数合计长度(m)比 重单位小计重量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小小计计8 81 1. .7 78 81TL-1主筋2.80.20.35楼楼梯梯间间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、楼楼梯梯间间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-3三三层层4第 19 页，共 45 页箍筋9.006.52000.20.20.9931.70.2608.241814126.5小小计计本本 页页 合合 计计工工 程程 量量 计计 算算 项目名称：屋面钢筋11序号构 件 名 称

57、构件规格(Lbh) 位置 件数直径间距箍筋成型尺寸 成型长 下料长根数合计长度(m)比 重单位小计重量楼楼梯梯间间3TZ-24第 20 页，共 45 页小小计计0 0. .0 00 0本本 页页 合合 计计工工 程程 量量 计计 算算 项目名称：屋面钢筋12序号构 件 名 称构件规格(Lbh) 位置 件数直径间距箍筋成型尺寸 成型长 下料长根数合计长度(m)比 重单位小计重量第 21 页，共 45 页小小计计0 0. .0 00 0本本 页页 合合 计计第 22 页，共 45 页229.99141.5724.379.592.29160.9652.33第 23 页，共 45 页306.76108

58、.47109.83125.8454.57第 24 页，共 45 页底筋下料长根数面筋下料长根数4.2m37.0m23.8m33.8m23.5m2113.3953.9535.6642.5968.9144.37第 25 页，共 45 页37.8717.9012.62第 26 页，共 45 页164.8155.9453.9569.7516.46第 27 页，共 45 页75.3022.5636.24196.78第 28 页，共 45 页60.6253.95第 29 页，共 45 页28.4026.1486.6722.5635.72第 30 页，共 45 页55.55170.5059.26第 31 页

59、，共 45 页37.87660.6669.97266.4621.0522221 13 31 1. .3 30 0第 32 页，共 45 页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 页，共 45 页工工 程程 量量 计计 算算 项目名称：基础钢筋序号构 件 名 称构件规格(Lbh) 位置 件数直径间距成型尺寸成型长 下料

60、长根数已有数量直径成型尺寸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.