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桥梁墩身钢筋工程量计算表

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外半径外箍筋周长内半径内箍筋周长外半径外箍筋周长内半径内箍筋周长外半径840.50.051.8616.41.4314.31.8816.51.4214.22.49944.5 0.051.8616.41.4314.31.8816.51.4214.22.581047.5 0.051.8616.41.4314.31.8816.51.4214.22.6511 47.5 0.051.8616.41.4314.31.8816.51.4214.22.6512480.051.8616.41.4314.31.8816.51.4214.22.6613490.051.8616.41.4314.31.8816.51.4214.22.6814 48.5 0.051.8616.41.4314.31.8816.51.4214.22.6715490.051.8616.41.4314.31.8816.51.4214.22.681648.5 0.051.8616.41.4314.31.8816.51.4214.22.6717490.051.8616.41.4314.31.8816.51.4214.22.6818490.051.8616.41.4314.31.8816.51.4214.22.6819460.051.8616.41.4314.31.8816.51.4214.22.62346.50.051.8616.41.4314.31.8816.51.4214.22.63443.5 0.051.8616.41.4314.31.8816.51.4214.22.56墩号各部分箍筋的长度墩高保护层墩顶以上0.65m空心部分顶部外箍筋周长内半径内箍筋周长外半径外箍筋周长内半径内箍筋周长20.41.7916.52.7622.01.9517.62.7516.518.420.91.8416.92.8522.62.0017.92.8416.518.721.31.8817.12.9223.02.0418.12.9116.518.921.31.8817.12.9223.02.0418.12.9116.518.921.41.8917.22.9323.12.0518.22.9216.519.021.51.9017.22.9523.22.0618.32.9416.519.021.51.8917.22.9423.22.0618.22.9316.519.021.51.9017.22.9523.22.0618.32.9416.519.021.51.8917.22.9423.22.0618.22.9316.519.021.51.9017.22.9523.22.0618.32.9416.519.021.51.9017.22.9523.22.0618.32.9416.519.021.11.8617.02.8922.82.0218.02.8716.518.821.21.8717.02.9022.92.0318.13.8716.518.920.81.8316.82.8322.51.9917.84.8716.518.6承台以上11.5m长度墩底部分半径承台以下0.65m各部分外箍筋平均长度墩顶以上0.65m到空心部分顶空心部分顶部到承台以上11.5m21.214.315.417.07182120190.9121.814.315.617.47209120190.9122.214.315.717.67229120190.9122.214.315.717.67229120190.9122.214.315.717.77232120190.9122.414.315.717.87239120190.9122.314.315.717.77235120190.9122.414.315.717.87239120190.9122.314.315.717.77235120190.9122.414.315.717.87239120190.9122.414.315.717.87239120190.9122.014.315.617.57219120190.9122.014.315.617.57222120190.9121.614.315.517.37202120190.91墩顶以上0.65m到空心部分顶空心部分顶部到承台以上11.5m承台顶以上11.5m到承台以下0.65m各部分箍...

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桥梁墩身钢筋工程量计算表

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