梁顶高程实际

1、墩号 距跨中距离(mm) 大里程方向为正 以50墩为零点大里 程方向为正（mm) 支架弹性 变形(mm) 预留量 （mm) 暂定粱底高 程（m) 实际梁底高 程(m) 支架弹性 变形+预 留量 5016325005 350.44400350.449005 16000-3252.0610 350.44433350.4563912.062.06325 14000-23252.6410 350.44635350.4589912.642.642325 12000-43253.1410 350.44837350.4615113.143.144325 10000-63253.5610 350.450393

2、50.4639513.563.566325 8000-83253.9110 350.45241350.4663213.913.918325 6000-13252.3610 350.44534350.4577012.362.361325 4000-123254.3710 350.45646350.4708314.374.3712325 2000-143254.4910 350.45848350.4729614.494.4914325 跨中0-163254.5210 350.46050350.4750214.524.5216325 -2000-183254.4910 350.46252350.47

3、70114.494.4918325 -4000-203254.3710 350.46454350.4789114.374.3720325 -6000-223254.1810 350.46656350.4807414.184.1822325 -8000-243253.9110 350.46859350.4825013.913.9124325 -10000-263253.5710 350.47061350.4841713.573.5726325 -12000-283253.1410 350.47263350.4857713.143.1428325 -14000-303252.6410 350.47

4、465350.4872912.642.6430325 -16000-323252.0710 350.47667350.4887412.072.0732325 49-16325-3265005 350.47700350.48200532650 墩号 距跨中距离(mm) 大里程方向为正 以49墩为零点大里 程方向为正（mm) 贝雷片支架弹性变 形(mm) 预留量 （mm) 暂定粱底高 程（m) 实际梁底高 程(m) 5292400000.005 350.47700350.482005.00200016002600 22000-200015.1410 350.47900350.4989425.144

5、00036004600 20105-400018.8110 350.48100350.5009428.81600056008300 18000-600021.1010 350.48300350.5054431.10800075008600 16000-800022.0010 350.48500350.5112232.008200960010600 13752.5-830022.0310 350.48530350.5129932.03120001160012600 12000-1200019.6610 350.48900350.5158029.66140001360014600 10000-14

6、00016.4110 350.49100350.5145926.41150001500016600 7400-1660010.1610 350.49360350.5138820.16 6000-1800012.0610 350.49500350.5224622.06 4000-2000014.0910 350.49700350.5262824.09 2000-2200015.3210 350.49900350.5293725.32 跨中0-2400015.7310 350.50100350.5317325.73 -2000-2600015.3910 350.50300350.5333725.3

7、9 -4000-2800014.2210 350.50500350.5342824.22 -6000-3000012.2610 350.50700350.5344622.26 -7600-3160010.1210 350.50860350.5291620.12 -10000-3400014.0110 350.51100350.5361524.01 -12000-3600016.0510 350.51300350.5403726.05 -13952.5-3980017.5310 350.51680350.5448927.53 -16000-4000017.5310 350.51700350.54

8、43027.53 -18000-4200016.9710 350.51900350.5440126.97 -20000-4400019.1310 350.52100350.5415029.13 -22000-4600013.2710 350.52300350.5435023.27 48-24000-480000.005 350.52500350.530005.00 注：墩身以上部分支架预留量取5毫米 1-1353.34799353.33739353.343565-0.0044250.006175 1-2353.328535353.320655353.32484-0.0036950.004185

9、 1-3353.351335353.340105353.34633-0.0050050.006225 2-1353.248115353.23976353.24598-0.0021350.00622 2-2353.30981353.30448353.30689-0.002920.00241 2-3353.2951353.28742353.292675-0.0024250.005255 3-1353.22229353.21534353.222025-0.0002650.006685 3-2353.255945353.2533353.255365-0.000580.002065 3-3353.313

10、45353.30485353.310105-0.0033450.005255 4-1353.220395353.21549353.220335-0.0000600.004845 4-2353.230435353.218415353.224205-0.006230.00579 4-3353.28118353.26543353.280255-0.0009250.014825 5-1353.1911353.190735353.192610.001510.001875 5-2353.19349353.188995353.19256-0.000930.003565 5-3353.204225353.19

11、8995353.205320.0010950.006325 -4.4256.175 -3.6954.185 -5.0056.225 5.528333 -2.1356.22 -2.922.41 -2.4255.255 4.628333 -0.2656.685 -0.582.065 -3.3455.255 4.668333 -0.064.845 -6.235.79 -0.92514.825 8.486667 1.511.875 -0.933.565 1.0956.325 3.921667 墩号 距跨中距离(mm) 大里程方向为正 以50墩为零点大 里程方向为正（ mm) 支架弹性变形 (mm) 预

12、留量（mm) 暂定粱底高程（ m) 实际梁底高程(m) 支架弹性变形+预 留量 4816325005350.52500350.530005 16000-3251.2510350.52532350.5365711.25325 14000-23251.9210350.52728350.5392011.922325 12000-43252.5010350.52924350.5417412.504325 10000-63252.9910350.53120350.5441912.996325 8000-83253.4010350.53316350.5465613.408325 6000-13251.59

13、10350.52630350.5378911.591325 4000-123253.9410350.53708350.5510113.9412325 2000-143254.0710350.53904350.5531114.0714325 跨中0-163254.20610350.54100350.5552014.2116325 -2000-183254.0710350.54296350.5570314.0718325 -4000-203253.9410350.54492350.5588613.9420325 -6000-223253.7210350.54688350.5606013.7222325 -8000-243253.4110350.54884350.5622513.4124325 -10000-263253.0110350.55080350.563811