房建钢筋计算(自用)

1、序号项目名称类型项目数量基础截面尺寸垫块截面尺寸混凝土厚度（m）钢筋间距（m）钢筋数量钢筋长度长(X)（m）宽(Y)（m）长(X)（m）宽(Y)（m）垫层基础垫块XYXY1独立基础DJJ-019331.81.80.10.30.30.1520202.92 2.92DJJ-02113.73.72.12.10.10.350.350.1230303.62 3.62DJJ-0343.73.72.22.20.10.350.350.1230303.62 3.62DJJ-0443.93.92.32.30.10.350.350.138383.82 3.82合合计计单钢筋重量（KG）总钢筋重量(KG）总混凝土方量

2、（m）模板面积（m）基础底标高基础顶标高备注C14（KG）C16（KG）C14（KG）C16（KG）C15C40可缩短10%141.251271.29.21633.04863.36-2.9-2.3343.073773.8 16.731 69.685106.48-2.9-2.2343.071372.36.08425.94239.28-2.9-2.2458.571834.36.72428.741.28-2.9-2.21271.21271.2 6980.36980.3 38.75538.755 157.38157.38250.4250.4合合计计项目名称位置类型项目数量基础底标高（m）基础顶标高（m

3、）柱顶标高（m）KZ截面尺寸柱顶至基础顶高度柱净跨高度箍筋钢筋间距（m）钢筋数量长(X)（m）宽(Y)（m）加密区非加密区C32C28C25框架柱(基础顶-5.05m）A-1KZ-41-2.9-2.35.050.60.67.355.70.18A-2KZ-41-2.9-2.35.050.60.67.355.40.18A-3KZ-11-2.9-2.25.050.60.67.255.40.10.24A-4KZ-11-2.9-2.25.050.60.67.255.70.10.24A-5KZ-31-2.9-2.25.050.817.255.40.14148A-6KZ-31-2.9-2.25.050.81

4、7.255.40.14148A-7KZ-11-2.9-2.25.050.60.67.255.40.10.24A-8KZ-11-2.9-2.35.050.60.67.355.40.10.24A-9KZ-61-0.055.050.60.65.13.950.10.24A-10 KZ-61-0.055.050.60.65.14.250.10.24B-1KZ-11-2.9-2.35.050.60.67.355.50.10.24B-2KZ-11-2.9-2.25.050.60.67.255.50.10.24B-3KZ-11-2.9-2.25.050.60.67.255.70.10.24B-4KZ-21-2

5、.9-2.25.050.70.77.255.70.14B-7KZ-21-2.9-2.25.050.70.77.255.750.14B-8KZ-11-2.9-2.25.050.60.67.255.550.10.24B-9KZ-51-0.055.050.60.65.14.20.1B-10 KZ-51-0.055.050.60.65.14.30.1C-1KZ-11-2.9-2.35.050.60.67.355.50.10.24C-2KZ-11-0.055.050.60.65.14.050.10.24C-3KZ-11-2.9-2.25.050.60.67.255.650.10.24C-4KZ-21-2

6、.9-2.25.050.70.77.255.70.14C-7KZ-21-2.9-2.25.050.70.77.255.50.14C-8KZ-11-2.9-2.25.050.60.67.255.550.10.24C-9KZ-11-2.9-2.25.050.60.67.255.50.10.24C-10 KZ-11-2.9-2.35.050.60.67.355.50.10.24D-1KZ-41-2.9-2.35.050.60.67.355.70.18D-2KZ-41-1.0455.050.60.66.095 5.2450.18D-3KZ-11-1.0455.050.60.66.095 5.1950.

7、10.24D-4KZ-11-0.055.050.60.65.14.250.10.24D-5KZ-31-2.9-2.25.050.817.255.40.14148D-6KZ-31-2.9-2.25.050.817.255.40.14148D-7KZ-11-2.9-2.25.050.60.67.255.70.10.24D-8KZ-51-2.9-2.25.050.60.67.255.70.1D-9KZ-11-2.9-2.35.050.60.67.355.70.10.24D-10 KZ-61-2.9-2.35.050.60.67.355.70.10.24小小计计合合 计计 总总 量量框架柱(基础顶-5

8、.05m）钢筋长度（单根/m）C22C20C10C8C32C28C25C22C20C10C8加密区非加密区加密区非加密区一二三一二三4747.357.352.361.741.744747.357.352.361.741.74846147.257.252.361.741.74844157.257.252.361.741.74737.25 7.257.253.56 4.63.8737.25 7.257.253.56 4.63.8846147.257.252.361.741.74847147.357.352.361.741.744432105.15.15.12.361.741.744430115.1

9、5.15.12.361.741.74846147.357.352.361.741.74845147.257.252.361.741.74844157.257.252.361.741.748737.257.252.78 1.92 1.928737.257.252.78 1.92 1.92845147.257.252.361.741.7484515.15.12.361.741.7484515.15.12.361.741.74846147.357.352.361.741.74831115.15.12.361.741.74845157.257.252.361.741.748737.257.252.78

10、 1.92 1.928737.257.252.78 1.92 1.92845147.257.252.361.741.74845147.257.252.361.741.74846147.357.352.361.741.744747.357.352.361.741.744616.0956.0952.361.741.74835136.0956.0952.361.741.74830115.15.12.361.741.74737.25 7.257.253.56 4.63.8737.25 7.257.253.56 4.63.8844157.257.252.361.741.7484737.257.252.3

11、61.741.74钢筋数量845157.357.352.361.741.744445157.357.357.352.361.741.74小小计计合合 计计 总总 量量钢筋重量（KG）锚固钢筋长度（单根/m）C32（KG）C28（KG）C25（KG）C22（KG）C20（KG）C10（KG）C8（KG）C32C28C25C22C20C106.324.843.862.992.470.620.39一二226.74872.5592170.6510.9750.9226.74872.5592170.6510.9750.9111.831143.144138.3661.0751111.831143.14413

12、6.061.0751183.224 490.984 223.663538.691.181.12 1.0753.564.6183.224 490.984 223.663538.691.181.12 1.0753.564.6111.831143.144138.3661.0751113.374145.118140.6720.9750.978.6675 60.9201 50.347296.856278.6675 60.9201 50.347294.5501113.374145.118138.3660.9750.9111.831143.144136.061.0751111.831143.144136.0

13、61.0751111.831143.144 298.5321.07512.78 1.924111.831143.144 298.5321.07512.78 1.924111.831143.144136.061.0751121.84 50.3472117.611121.84 50.3472117.611113.374145.118138.3660.9750.978.6675100.69496.8562111.831143.144138.3661.0751111.831143.144 298.5321.07512.78 1.924111.831143.144 298.5321.07512.78 1

14、.924111.831143.144136.061.0751111.831143.144136.061.0751113.374145.118138.3660.9750.9226.74872.5592170.6510.9750.9188.03160.1698140.67294.0154120.34110.69378.6675100.69494.5501183.224 490.984 223.663538.691.181.12 1.0753.564.6183.224 490.984 223.663538.691.181.12 1.0753.564.6111.831143.144136.061.07

15、51173.204 71.572168.3451.031113.374145.118138.3660.9750.9113.374 87.7966 72.5592138.3660.975 0.930.9小小计计合合 计计 总总 量量锚固钢筋重量（KG）总钢筋重量(KG）C8C32（KG）C28（KG）C25（KG）C22（KG）C20（KG）C10（KG）C8（KG）C32（KG）C28（KG）C25（KG）C22（KG）三一二三6.3184.8373.8562.9862.4680.6170.3952.361.741.7430.088.8856.91800256.8302.361.741.743

16、0.088.8856.91800256.8302.361.741.7416.5819.746.91800128.4102.361.741.7416.5819.746.91800128.4103.829.82 39.28 33.1622.138213.05 530.26 256.8303.829.82 39.28 33.1622.138213.05 530.26 256.8302.361.741.7416.5819.746.91800128.4102.361.741.7415.0417.776.91800128.4100078.66860.920078.66860.922.361.741.741

17、5.0417.776.91800128.4102.361.741.7416.5819.746.91800128.4102.361.741.7416.5819.746.91800128.4101.92416.5819.74 12.26800128.4101.92416.5819.74 12.26800128.4102.361.741.7416.5819.746.91800128.410000121.84000121.842.361.741.7415.0417.776.91800128.4100000078.66802.361.741.7416.5819.746.91800128.4101.924

18、16.5819.74 12.26800128.4101.92416.5819.74 12.26800128.4102.361.741.7416.5819.746.91800128.4102.361.741.7416.5819.746.91800128.4102.361.741.7415.0417.776.91800128.4102.361.741.7430.088.8856.91800256.83000188.0300000094.01500000078.66803.829.82 39.28 33.1622.138213.05 530.26 256.8303.829.82 39.28 33.1

19、622.138213.05 530.26 256.8302.361.741.7416.5819.746.91800128.4102.361.741.7424.61 9.8726.918000197.81锚固钢筋长度（单根/m）C102.361.741.7415.0417.776.91800128.4102.361.741.7415.04 11.11 8.8856.91800128.41 98.906852.18852.18 2121.12121.1 4962.84962.8 662.24662.2420058.2093520058.20935小小计计合合 计计 总总 量量混凝土方量（m）模板面

20、积m2C20（KG）C10（KG）C8（KG）C3081.444177.572.617.6481.444177.572.617.64162.89145.282.617.4162.89142.982.617.40560.835.826.10560.835.826.1162.89145.282.617.4162.89147.592.617.6450.34796.8561.812.2450.34794.551.812.24162.89145.282.617.64162.89142.982.617.4162.89142.982.617.4162.89310.83.620.3162.89310.83.6

21、20.3162.89142.982.617.450.347117.611.812.2450.347117.611.812.24162.89145.282.617.64100.6996.8561.812.24162.89145.282.617.4162.89310.83.620.3162.89310.83.620.3162.89142.982.617.4162.89142.982.617.4162.89145.282.617.6481.444177.572.617.6460.17140.672.214.628120.34110.692.214.628100.6994.551.812.240560

22、.835.826.10560.835.826.1162.89142.982.617.481.444175.262.617.4总钢筋重量(KG）162.89145.282.617.6481.444145.282.617.644085.44085.4 3486.53486.5 3888.13888.1104.8104.8638.456638.456104.8638.45620058.2093520058.20935项目名称位置类型项目数量柱底标高（m）柱顶标高（m）KZ截面尺寸柱顶至柱底高度柱净跨高度箍筋钢筋间距（m）钢筋数量长(X)（m）宽(Y)（m）加密区非加密区C32C28C25C22框架柱

23、A-1KZ-415.059.30.60.64.253.450.10.212A-2KZ-515.059.30.60.64.253.450.10.24A-3KZ-515.059.30.60.64.253.450.10.24A-4KZ-115.059.30.60.64.253.450.144A-5KZ-315.0511.70.816.654.550.14148A-6KZ-315.0511.70.816.654.550.14148A-7KZ-115.059.30.60.64.253.450.144A-8KZ-515.059.30.60.64.253.450.10.24A-9KZ-515.059.30.

24、60.64.253.450.10.24A-10 KZ-415.059.30.60.64.253.450.10.212B-1KZ-515.059.30.60.64.253.450.10.24B-2KZ-515.059.30.60.64.253.450.10.24B-3KZ-515.059.30.60.64.253.450.10.24B-4KZ-215.059.30.70.74.253.450.1420B-7KZ-215.059.30.70.74.253.450.1420B-8KZ-615.059.30.60.64.253.450.10.210B-9KZ-515.059.30.60.64.253.

25、450.10.24B-10 KZ-515.059.30.60.64.253.450.10.24C-1KZ-515.059.30.60.64.253.450.10.24C-2KZ-515.059.30.60.64.253.450.10.24C-3KZ-615.059.30.60.64.253.450.10.210C-4KZ-215.059.30.70.74.253.450.1420C-7KZ-215.059.30.70.74.253.450.1420C-8KZ-615.059.30.60.64.253.450.10.210C-9KZ-515.059.30.60.64.253.450.10.24C

26、-10 KZ-515.059.30.60.64.253.450.10.24D-1KZ-415.059.30.60.64.253.450.10.212D-2KZ-515.059.30.60.64.253.450.10.24D-3KZ-515.059.30.60.64.253.450.10.24D-4KZ-115.059.30.60.64.253.450.144D-5KZ-315.0511.70.816.654.550.14148D-6KZ-315.0511.70.816.654.550.14148D-7KZ-115.059.30.60.64.253.450.144D-8KZ-515.059.30

27、.60.64.253.450.10.24D-9KZ-515.059.30.60.64.253.450.10.24D-10 KZ-415.059.30.60.64.253.450.10.212小小计计合合计计总总量量框架柱钢筋长度（单根/m）C20C10C8C32C28C25C22C20C10C8加密区非加密区加密区非加密区一二三一二20124.5142416.04820124.5144.492416.04820124.5144.492416.044434.554.5144.492416.04677.03 6.996.9536.0444.2240.208677.03 6.996.9536.044

28、4.2240.2084434.554.5144.492416.04820124.5144.492416.04820124.5144.492416.0420124.5142416.04820124.5144.492416.04820124.5144.492416.04820124.5144.492416.04434.594.5528.0424.7624.76434.594.5528.0424.7624.76420124.554.492418.04820124.5144.492416.04820124.5144.492416.04820124.5144.492416.04820124.5144.4

29、92416.04420124.554.492418.04434.594.5528.0424.7624.76434.594.5528.0424.7624.76420124.554.492418.04820124.5144.492416.04820124.5144.492416.0420124.5142416.04820124.5144.492416.04820124.5144.492416.044434.554.5144.492416.04677.03 6.996.9536.0444.2240.208677.03 6.996.9536.0444.2240.2084434.554.5144.492

30、416.04820124.5144.492416.04钢筋数量820124.5144.492416.0420124.5142416.04小小计计合合计计总总量量钢筋重量（KG）锚固钢筋长度（单根/m）C32（KG）C28（KG）C25（KG）C22（KG）C20（KG）C10（KG）C8（KG）C32C28C25C22C20三6.324.843.862.992.470.620.3916.040161.7610708.63616.04053.9203 88.6506708.63616.04053.9203 88.6506708.63616.0470.1838 53.9203 44.3253952

31、.229177.765 473.105 214.4084980.030177.765 473.105 214.4084980.03016.0470.1838 53.9203 44.3253952.22916.04053.9203 88.6506708.63616.04053.9203 88.6506708.63616.040161.7610708.63616.04053.9203 88.6506708.63616.04053.9203 88.6506708.63616.04053.9203 88.6506708.63688.7351 350.91902057.74088.7351 350.91

32、902057.74016.04175.45944.3253733.90816.0453.9203 88.6506708.63616.0453.9203 88.6506708.63616.04053.9203 88.6506708.63616.04053.9203 88.6506708.63616.04175.45944.3253733.90888.7351 350.91902057.74088.7351 350.91902057.74016.04175.45944.3253733.90816.04053.9203 88.6506708.63616.04053.9203 88.6506708.6

33、3616.040161.7610708.63616.04053.9203 88.6506708.63616.04053.9203 88.6506708.63616.0470.1838 53.9203 44.3253952.229177.765 473.105 214.4084980.030177.765 473.105 214.4084980.03016.0470.1838 53.9203 44.3253952.22916.0453.9203 88.6506708.636钢筋长度（单根/m）C816.04053.9203 88.6506708.63616.040161.7610708.636小

34、小计计合合计计总总量量锚固钢筋重量（KG）总钢筋重量(KG）C10C8C32（KG）C28（KG）C25（KG）C22（KG）C20（KG）C10（KG）C8（KG）C32（KG）C28（KG）一二三一二三6.3184.8373.8562.9862.4680.620.395000000000000000000000000177.77 473.110000177.77 473.1100000000000000000000000000000000088.735000088.735000000000000000000000000000088.735000088.7350000000000000000

35、00000000000000000000177.77 473.110000177.77 473.110000000000锚固钢筋长度（单根/m）00000000000711.06711.06 2247.42247.430515.5422930515.54229小小计计合合计计总总量量混凝土方量（m）模板面积m2C25（KG）C22（KG）C20（KG）C10（KG）C8（KG）C300161.760708.641.510.2053.9288.651708.641.510.2053.9288.651708.641.510.270.18453.9244.325952.231.510.2214.41

36、0005.323.94214.410005.323.9470.18453.9244.325952.231.510.2053.9288.651708.641.510.2053.9288.651708.641.510.20161.760708.641.510.2053.9288.651708.641.510.2053.9288.651708.641.510.2053.9288.651708.641.510.2350.920002.111.9350.920002.111.9175.46044.325733.911.510.2053.9288.651708.641.510.2053.9288.6517

37、08.641.510.2053.9288.651708.641.510.2053.9288.651708.641.510.2175.46044.325733.911.510.2350.920002.111.9350.920002.111.9175.46044.325733.911.510.2053.9288.651708.641.510.2053.9288.651708.641.510.20161.760708.641.510.2053.9288.651708.641.510.2053.9288.651708.641.510.270.18453.9244.325952.231.510.2214

38、.410005.323.94214.410005.323.9470.18453.9244.325952.231.510.2053.9288.651708.641.510.2总钢筋重量(KG）053.9288.651708.641.510.20161.760708.641.510.23068.43068.4 1779.41779.4 1817.31817.30 0208922089271.671.6428.96428.9671.671.6428.96428.9630515.5422930515.54229项目名称位置尺寸混凝土方量模板面积m2高（m）宽（m）长度（m）-1.5m框架梁A1-A20

39、.80.35.71.36810.83A2-A30.80.38.11.94415.39A3-A40.80.36.91.65613.11A4-A50.80.38.92.13616.91A5-A610.311.23.3625.76A6-A70.80.38.92.13616.91A7-A80.80.36.91.65613.11A8-A90.80.36.91.65613.11B1-B20.80.35.71.36810.83B2-B30.80.38.11.94415.39B3-B40.80.36.81.63212.92B7-B80.80.36.81.63212.92B8-B90.80.36.91.6561

40、3.11C1-C20.80.35.71.36810.83C3-C40.80.36.81.63212.92C7-C80.80.36.81.63212.92C8-C90.80.36.91.65613.11C9-C100.80.36.91.65613.11D1-D20.80.35.71.36810.83D4-D50.40.250.850.0850.8925D5-D610.511.25.628D6-D70.80.38.92.13616.91D7-D80.80.36.91.65613.11D8-D90.80.36.91.65613.11D9-D100.80.36.91.65613.11A1-D10.80

41、.323.15.54443.89A2-B20.80.38.11.94415.39B2-C20.40.250.40.040.42A3-D30.80.323.15.54443.89A4-D40.80.322.95.49643.51A7-D70.80.323.15.54443.89A8-B80.80.38.11.94415.39B8-D80.90.3154.0531.5B9-C90.80.47.52.415C9-D90.80.37.51.814.25B10-D100.80.3153.628.5A1-B2内（L17）0.70.361.2610.2A1-B2内（L19）0.60.2560.98.7A1-

42、B2内（L2）0.450.253.0750.34593753.53625B1-C2内（KL28）0.60.2560.98.7C1-D2内（KL20）0.70.2561.059.9C1-D2内（KL29）0.60.2560.98.7C1-D2内（L1）0.450.252.9250.32906253.36375A3-B4（L7）0.70.258.41.4713.86A3-B4（L18）0.70.257.21.2611.88B3-C4(L20)0.50.257.20.99B3-C4(L21)0.60.257.21.0810.44B3-C4(L24)0.60.257.21.0810.44B3-C40.

43、50.256.250.781257.8125B3-C4(L4)0.450.250.50.056250.575B3-C4(L23)0.450.253.8250.43031254.39875B3-C4(L8)0.450.252.750.3093753.1625B3-C4(L6)0.50.255.80.7257.25C3-D4(L26)0.60.257.21.0810.44C3-D4(L28)0.60.257.21.0810.44C3-D4(L5)0.450.251.90.213752.185C3-D4(L9)0.450.253.5250.39656254.05375C3-D4(KL20)0.50.

44、253.8750.4843754.84375C3-D4(KL22)0.70.257.651.3387512.6225B7-C8(L2)0.450.253.0250.34031253.47875B7-C8(L10)0.60.257.81.1711.31B7-C8(L11)0.60.257.81.1711.31B7-C8(L50)0.40.252.0750.20752.17875B8-C9(L22)0.70.2514.352.5112523.6775B8-C9(L12)0.450.254.2250.47531254.85875B8-C9(L14)0.450.254.2250.47531254.85

45、875C8-D9(L13)0.70.257.81.36512.87C8-D9(L27)0.70.37.21.51212.24合合计计111.748313111.748313 908.0688908.0688-1.5m框架梁部位钢筋名称钢筋类型钢筋直径根数钢筋长度（mm）弯钩直线弯钩A1-A9上部通长筋C25237569170375端支座负筋左支1C2513752435中支2C2526000中支3C2546000中支4C2526533.333中支5C2548266.667中支6C2548266.667中支7C2526533.333中支8C2515200中支9C2515200右支10C251283

46、5375下部通长钢筋首跨1C2043006580中间跨2C2288700中间跨3C2547500中间跨4C2249600中间跨5C25712000中间跨6C2269600中间跨7C2537500中间跨8C2547500中间跨9C2037780300腰筋通长C12640396中跨4C12210400中跨6C12210300中跨2C16109300中跨5C161012800中跨7C16108100中跨8C16108100拉筋C6527.57525075箍筋首跨1C84280210080中间跨2C88180270080中间跨3C10551002100100中间跨4C86880210080中间跨5C1

47、21121202700120中间跨6C86880210080中间跨7C85280270080中间跨8C85280270080中间跨9C84880210080B1-B4上部通长筋B1-B2C2523756580上部通长筋B2-B3C2548700上部通长筋B3-B4C2527780375端支座负筋左支1C2513752460左中支2C2522460C2521985右中支2C2523260C2522585左中支3C2523260375C2522560375右中支3C2552860中4C2512926.667375下部通长钢筋首跨1C2233306580中间跨2C25118700中间跨3C25477

48、80375腰筋通长C12623160拉筋C6102.57525075箍筋首跨1C84180200080中间跨2C86380230080中间跨3C10691002100100B7-B10上部通长筋C25237523060375端支座负筋右中支8C2513752900左中支9C2522600右中支9C2522600中支10C2512900375下部钢筋首跨7C2243307780中跨8C2047500尾跨C2547780375腰筋通长C12623060拉筋C676.57525075箍筋首跨7C86980200080中间跨8C86980210080中间跨9C85480200080C1-C10上部通长

49、筋C1-C2C2523756560上部通长筋C2-C3C2548700上部通长筋C3-C4C2527760375上部通长筋C7-C8C2223307760上部通长筋C8-C9C2227500上部通长筋C9-C10C2227780330端支座负筋左中支2C2522500C2522005375右中支2C2523280左中支3C2533280右中支3C2512880C2523752305中支4C2513646.667375左中支7C2223302900中支8C2235200C2225200C2224050中支9C2225200C2224050中支10C2222900330下部通长钢筋首跨1-2C22

50、33306560中间跨2-4C251016200375中间跨7-8C2543757780中间跨8-9C2057500中间跨9-10C2277780330腰筋首跨1-中跨4C14621023100210中跨7-10C14621023100210拉筋C61817525075箍筋首跨1C84180200080中间跨2-3C85480230080中间跨3-4C86980210080中间跨7-8C86980210080中间跨9-10C84780200080D1-D10上部通长筋D1-D5C25237532380上部通长筋D5-D6C2543752050375上部通长筋D6-D10C25222780375

51、B1-B4端支座负筋首支2C2543756000C2523754650375中支3C2526600中支4C2526533.333左中支5C2522966.667右中支5C2543766.667左中支6C2543766.667右中支6C2523000中支7C2526533.333中支8C2525200中支9C2525200中支10C2515200375下部通长钢筋首跨1-2C2233306580中间跨2-3C2558700中间跨3-5C22417100中间跨5-6C25612000中间跨6-7C2249600中间跨7-8C2547500中间跨8-9C2247500中间跨9-10C2047500腰

52、筋通长D1-D4C12622800通长D4-D5C1289600通长D5-D6C141012000通长D6-D7C1289600通长D7-D10C12622500拉筋D1-D2C6217525075拉筋D2-D4C6757525075拉筋D4-D5C6757525075拉筋D5-D6C81408045080拉筋D6-D7C644.57525075拉筋D7-D8C625.57525075拉筋D8-D9C651.57525075拉筋D9-D10C651.57525075箍筋首跨1-2C84280210080中间跨2-3C86380210080中间跨3-4C10551002100100中间跨4-5C

53、86880210080中间跨5-6C87480310080中间跨6-7C85880210080中间跨7-8C85580210080中间跨8-9C86980210080中间跨9-10C86980210080A1-D1上部通长筋C25237525460375端支座负筋首支1C2513753300中支2C2526000C2524650中支3C2525600中支4C2513100375下部通长钢筋首跨1C2553758980中间跨2C2548100中间跨3C2558400375腰筋通长C16625460拉筋C62907525075箍筋首跨1C108180210080D1-D10中间跨2C8518021

54、0080中间跨3C87580210080A2-D2上部通长筋A2-B2C22233025460330端支座负筋首支1C2223303300中支2C2234650C2223306000330中支3C2235600C2233304350330中支4C2225600330下部通长钢筋首跨1C2563758980中跨2C2548100尾跨3C2558980375腰筋通长A2-D2C14621025460210拉筋C6172.57525075箍筋首跨1C108180210080中间跨2C87580210080中间跨3C108180210080A3-D3上部通长筋A3-C3C25237517080上部通长

55、筋C3-D3C2548380375端支座负筋左首支1C2513753300左中支2C2526000右中支2C2525600左中支3C2525600右中支3C2535600右中支3C2522475右中支4C2523100375下部通长钢筋首跨A3-C3C25437517080尾跨C3-D3C2578380375腰筋首跨A3-C3C12618017080尾跨C3-D3C1288380180拉筋A3-C3C696.57525075拉筋C3-D3C8758035080箍筋首跨1C86280200080中间跨2C87580200080中间跨3C87580240080A4-D4上部通长筋C22233025

56、460330端支座负筋左支1C2223303300中支2C2226000C2224650中支3C2225600C2224350中支4C2223100330下部通长钢筋通长C25437525460腰筋通长C14624900拉筋C6203.57525075箍筋首跨1C85480210080中间跨2C10751002100100中间跨3C10751002100100A7-D7上部通长筋C22233025460330端支座负筋左支1C2213303300中支2C2226000C2223304650330中支3C2235600A1-D1箍筋C2223304350330中支4C2223100下部通长钢筋首

57、跨1C2243308980中间跨2C2248100尾跨3C2538400375腰筋通长C14621025500210拉筋A7-C7C658.57525075拉筋C7-D8C655.57525075箍筋首跨1C85380200080中间跨2C85080200080中间跨3C87580200080A8-D8上部通长筋C25237525460375左支1C2513753300端支座负筋左中支2C2523300C2533752625375右中支2C2523100C2523752475375左中支3C2523100C2523752475375右中支4C2523100C2543752475375中支4C2

58、513100375下部通长钢筋首跨1C2563758980中间跨2C2558100尾跨3C2568400375腰筋通长C12625500拉筋A8-B8C6607525075拉筋B8-D9C655.57525075箍筋首跨1C88180220080中间跨2C85180200080中间跨3C85180200080A9-D9上部通长筋C25237525460375端支座负筋首支1C2523753300中支2C2526000C2523754650375中支3C2523100375C2523752475375下部通长钢筋首跨1C2573758980中间跨2C2238100中间跨3C2558100375腰

59、筋通长C12618024860180拉筋A9-B9C6607525075拉筋B9-C10C6277525075拉筋C9-D11C655.57525075箍筋首跨1C10811002200100中间跨2C85080200080中间跨3C87580200080A10-D10上部通长筋C22233025460330端支座负筋首支1C2223303300中支2C2226000C2223304650330中支3C2225600中支4C2223100330下部通长钢筋首跨1C2553758980A7-D7端支座负筋中支3中间跨2C2038100尾跨3C2248380330腰筋通长C166240254602

60、40拉筋A10-B10C6607525075拉筋B10-C10C6277525075拉筋C10-D10C655.57525075箍筋首跨1C10811002000100中间跨2C85080200080尾跨3C87580200080L62上部通长筋C2021503225150端支座负筋首支1C0000中支2C0000下部通长钢筋首跨1C1831503225150腰筋通长C000拉筋C00000箍筋首跨1C813.37580120080L27上部通长筋C1821506900150下部通长钢筋首跨1C2541506900150腰筋通长C1241506900150拉筋C6147520075箍筋首跨1C