《施工组织设计》梁顶高程实际新.xls

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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 350.44400350.44900516000-3252.0610 350.44433350.4563912.062.0632514000-23252.6410 350.44635350.4589912.642.64232512000-43253.1410 350.44837350.4615113.143.14432510000-63253.5610 350.45039350.4639513.563.56632

2、58000-83253.9110 350.45241350.4663213.913.9183256000-13252.3610 350.44534350.4577012.362.3613254000-123254.3710 350.45646350.4708314.374.37123252000-143254.4910 350.45848350.4729614.494.4914325跨中0-163254.5210 350.46050350.4750214.524.5216325-2000-183254.4910 350.46252350.4770114.494.4918325-4000-203

3、254.3710 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 350.47465350.4872912.642.6430325-16000

4、-323252.0710 350.47667350.4887412.072.073232549-16325-3265005 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)5292400000.005 350.47700350.482005.002000160022000-200015.1410 350.47900350.4989425.144000360020105-400018.8110 350.48100350.5009428.8160005

5、60018000-600021.1010 350.48300350.5054431.108000750016000-800022.0010 350.48500350.5112232.008200960013752.5-830022.0310 350.48530350.5129932.03120001160012000-1200019.6610 350.48900350.5158029.66140001360010000-1400016.4110 350.49100350.5145926.4115000150007400-1660010.1610 350.49360350.5138820.166

6、000-1800012.0610 350.49500350.5224622.064000-2000014.0910 350.49700350.5262824.092000-2200015.3210 350.49900350.5293725.32跨中0-2400015.7310 350.50100350.5317325.73-2000-2600015.3910 350.50300350.5333725.39-4000-2800014.2210 350.50500350.5342824.22-6000-3000012.2610 350.50700350.5344622.26-7600-316001

7、0.1210 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 350.51700350.5443027.53-18000-4200016.9710 350.51900350.5440126.97-20000-4400019.1310 350.52100350.5415029.13-22000-460

8、0013.2710 350.52300350.5435023.2748-24000-480000.005 350.52500350.530005.00注:墩身以上部分支架预留量取5毫米2600460083008600106001260014600166001-1353.34799353.33739353.343565-0.0044251-2353.328535353.320655353.32484-0.0036951-3353.351335353.340105353.34633-0.0050052-1353.248115353.23976353.24598-0.0021352-2353.309

9、81353.30448353.30689-0.002922-3353.2951353.28742353.292675-0.0024253-1353.22229353.21534353.222025-0.0002653-2353.255945353.2533353.255365-0.000583-3353.31345353.30485353.310105-0.0033454-1353.220395353.21549353.220335-0.0000604-2353.230435353.218415353.224205-0.006234-3353.28118353.26543353.280255-

10、0.0009255-1353.1911353.190735353.192610.001515-2353.19349353.188995353.19256-0.000935-3353.204225353.198995353.205320.0010950.006175-4.4256.1750.004185-3.6954.1850.006225-5.0056.225 5.5283330.00622-2.1356.220.00241-2.922.410.005255-2.4255.255 4.6283330.006685-0.2656.6850.002065-0.582.0650.005255-3.3

11、455.255 4.6683330.004845-0.064.8450.00579-6.235.790.014825-0.92514.825 8.4866670.0018751.511.8750.003565-0.933.5650.0063251.0956.325 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4816325005350.52500350.53000516000-3251.2510350.52532350.5365711.2514000-23251

12、.9210350.52728350.5392011.9212000-43252.5010350.52924350.5417412.5010000-63252.9910350.53120350.5441912.998000-83253.4010350.53316350.5465613.406000-13251.5910350.52630350.5378911.594000-123253.9410350.53708350.5510113.942000-143254.0710350.53904350.5531114.07跨中0-163254.20610350.54100350.5552014.21-

13、2000-183254.0710350.54296350.5570314.07-4000-203253.9410350.54492350.5588613.94-6000-223253.7210350.54688350.5606013.72-8000-243253.4110350.54884350.5622513.41-10000-263253.0110350.55080350.5638113.01-12000-283252.5210350.55276350.5652812.52-14000-303251.9410350.55472350.5666611.94-16000-323251.2710350.55668350.5679511.2747-16325-3265005350.55700350.562005注:墩身以上部分支架预留量取5毫米32523254325632583251325123251432516325183252032522325243252632528325303253232532650

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