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叁桥通(2017)4365时速350公里高速铁路双线连续梁圆端形实体桥墩附属设施.pdf

构件大样示意图检查梯参数表N1 Z63x 63x 6 L=L+139N2 / 160x100x10 L=325检变梯中心线32+48+32m40+64(56) +40m48+80+48m240060+100+60m32532872+128+72m一个控查损材料表N3 #20 L=500长(ml9(g/ml总量0kg)办走样角063x63x6L+1390.002L+0.2785.7210.0114,+1.59N#20 L=390通用量线为期160x100x1032520.6519.87212.92500m+10.5(m+1)2.471.235(m+1)禁电预理明+203900.782.471.930.471kg/+0.94M20双级手（周于进线N1与N4）0.119g/+0.95美计19.565+0.0114L+1.235m40±64156)+40m32+48+3m.48+30+48m60+100+60m72+128+72mA详图净电格期之63x63x623.4128.0134.9036.04N2联加微理身机z63x63x612.9212.9212.9212.92N3#号期207.418.6511.1212.351.931.931.931.93授检V204号X号）0.940.940.940.94F40M2C复6#（周于送街N1N4）0.950.950.950.95计47.5653.4062.7665.13922附注1.本图尺寸除注明者外，余均以老来计，2.本图中钢村考采用Q235.3.周中表示HPB300例能、4.所有织构修修及理件均雷经过渗锌防病处理外，其余均采用（供路钢督保护设装投计预应力爱斑土梁原线连续架网喷形实体桥圾比创尺牛营及缺料供货技术条件》第V套防肩录装体系，复棋1=32+48+32m,40+64(56)+40m.直、自线妆48+80+48m.60+100+60m.72+128+72m疏线果日2017.035.本困为检查梯夜置在连续禁例策端函纸，遵堆检查梯结村固（二）第47共50张

构件大样示意图检查梯参数表N1 z63x63x6 L=t'+139N2L75x75x8=325验查据中心32+48+370+64(56)+40m48+80+4860+100+672+128+72mN3*20 L=500一个检查林制料表名零型格长(mm)热长(m)N4$20 L=3901'+1390.002L*+0.2785.7210.0114L*+1.59#网手/75x753250.659.035.87#8#820500m'+10.5m*1)2.471.235(m*+1)3900.782.471.93600.471kg/40.94M20家年（阳于连N14N4）0.119%g/40.9512.515+0.0114L+1.235m32+48+37m.40±64(56)±40m48+80+48m60+100+60m72+128+72mAh=0mmsh=600m(b=1400rm|ah800mmh=1800mmah=2580mm19.9726.8736.0529.1440.6449.60买阳报号务机z75×75x85.875.875.875.878.6512.359.8813.5917.29.931.931.931.930.940.940.940.940.940.94M20押草（期于连挂N1与N4）0.950.950.950.950.950.9522孔48.7163.9276.58附注：1.本图尺寸除注明者外，余与以壳来计，2.本图中钢材均采周Q2353.图中表示HPB300钢能4.所有钢构件除预理件均诺经过诊锌防房处理外，其余均采局（铁路钢桥保护诊装及欧料供费抗术条件》第V套防房涂表体系，时晓飞预应力退凝土架求线连续聚图温形实体桥址比创尺示意5.本图为检查样设置在何支果侧案增国纸直，邮线录48+80+48m.60+100+60m.72+128+72m选续果=32+48+32m,40+64(56)+40m,2017.03过故检查梯结构围（四）49张共50#