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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

铁道第三勘察设计院集团有限公司桥梁通用图

时速350公里高速铁路

又线连续梁圆端形实体桥墩附属设

图号：叁桥通（2017）4365

钢筋混疑土步板工程数量表（一个桥墩吊篮工程量工总表净量(kg)量(kg)(m"](ml)少机量(kg)W重(kg)养维纸向宽度蒸授土步板0.02049.262.85200.39985.29适用照纸换比B(m)C30蛋爱土（ml）梦板重(kg)钢能重(kg)销处(kg)B3m直快0.01537.322.780.24597.0644.4543.960.2803.47.57直驶3.00.912285.75148.961260.260.0180.39985.2956.9432+48+32m50:13.00.912300.19149.381260.85B=3m0.02032+48±32m0.2444.6650:13.20.542324.81150.101265.4950:10.0150.018710.6247.78直收4.01.213012.51181.891397.2344.412.990.28942.1755.6850:14.01.213025.95182.321397.84B3.2m时速350公型高建供路60+100+60m45.6550:14.21.22J051.55180.141402.4750:10.0160.01946.530.30744.4948.7750:14.51.243088.47181.211409.4379.95直收4.51.263160.270.02783.328=4m766.4049.4172+125+72m50:14.51.273174.71183.741425.580.0150.3872.7452.5350:14.81.263211.63184.821432.630.0220.351551373.3779.9550:15.21.303260.85183.361441.92B=4m0.02718.6750:10.0198.3100.31773.6249.6360+100+60m0.02287S.9552.740.02756.511330.2575.788=4.2m0.0200.32807.4850.620.0230.37913.8253.740.02563.283.690.511265.5773.88附注：B=4.5m50:10.02153.640.34858.2852.111.本租尺寸除注明老外，余烤以套来计，0.02440.39954.6255.222.焊接构件必确保焊线质量，并按相关视范、规程选行质量检测，洋纯最小焊鼻尺寸及最小长度应满足《铁鸡桥聚钢结构设计规范》要录DLT1487-2015 单相智能电能表技术规范，0.02767.593.820.541351.8176.413.步板设置正反面标求，且安放时注意质面向上，进免放风，B=4.5m0.02153,190.34851.0651.904.本留钢危恶数土步板采用C30再授土，满工时采用集中颈制象动成型，并油杆检测实体现数土要度及铜落保护层屏度，直伙0.02459.840.38957.4055.015.图中表不HPB300锅摄，0.02757.55.820.541351.8176.41B4.5m50:10.02153.640.34856.2952.1172+128+72m0.02460.290.39954.6255.220.02664.36730.511287.1374.51B=4,8m50:10.02355.823.350.355.3.600.025540.4)1015.4256.710.02460.043.450.48200.8969.08B5.2m50:10.02461.053.47160.39976.8155.580.02767.703.670.431C83.1558.70设计预应力湿凝土染双线连梁圆端形实体桥圾比创尺1.自线量L=32+48+32m.60+100+60m.72+128+72m走线2017.03主吊蓝布置围（五）0650

吊篮材料表（一个桥嫩，不含步板）32+48+3260+100+6072+128+72长t(mm)A长im)单重6g/ml量(g)BJmB=3m3=3.2mB=4mB=4mB=4.2m9=4.5mB4.5m=4.5mB=4.8mB5.2m50:150:150:150:150:150:150:1表平风/63x63x518552648.235.721275.92275.92275.92275.92275.92275.92275.92275.92275.92275.92275.92275.92L22626±.2/10005.721148.75=L2/1000135.10134.02134.02136.10134.02134.02134.02136.10134.02134.02134.0284021.849.03197.2219722197.22197.22197.22197.22197.2297.22197.22197.22197.22197.22160267850kg/m13.1313,1313.1313.1313.1313.1313.1313.1313.1313.1313.1313.13/6x63x20s/10005.72111.442s/100105.27105.27100.6946.45146.46141.881.35.02144.17144.17137.30128.1510s/10005.7215.721s/10052.6352.6350.343.230.9467.5172.0872.0868.6564.08X (R+740)(R+740)/505.7215.721X (R+740) /50)80.5281.2784.8707.4108.23113.63120.81ZX(R+4525.721721L(R+4521/50070.1790.9274.5288.6997.8897:1397.88103.27110.46X(R+163)5.72159.760.5364.1377.7578.5182.1087.4986.7487.4592.8800.015s+10008/1000+0.45.156s/1C0+0.629.6728.4041.0341.0339.7737.8740.4040.4035.98+7980+1001.5781.578（0+798/250+0.6546.2046.6248.6056.1156.5358.5161.4961.0761.4964.4668.4330023.401.57836.9336.9336.9336.9336.9336.9336.9336.9336.9336.9336.9336.9380020.802.46651.2951.2951.2551.2951.2951.2951.2951.2951.2951.2951.2951.2920LB街420350269.102.46622.4422.4422.4422.4422.4422.4422.4422.4422.4422.4422.4422.44M20长社（零相100780.334kg/426.0526.0526.0526.0526.0526.0525.0526.0526.0526.0526.0526.05M16松老服务号160.062kg/40.990.990.990.990.990.990.990.990.990.990.990.9911004.402.98413.1313.1313.1313.1313.1313.1313.1313.1313.1313.1313.1313.13#35毫前100780.51kg/^39.7839.7839.7839.7839.7839.7833.7839.7839.7839.7839.7839.7822帆调780.03kg/+3.043.043.043.043.043.043.043.043.043.043.043.04智村合计(kg)1260.261260.851265.491397.231.397.84402.671409.431425.091425.681432.631441.92附注：1.本图尺寸除注明者外，余均以毫来计，2.本图中绿性套筒采用35号钢，角钢支架及掌检采用Q235.3.图中*表不HP日300钥能，4.宣在养域内的U型套肾N5和L型套筒N5"预理件均需经过渗伴防房处理，其它所有钢粉件均采用铁路钢桥保护涤装及涂料供货推术条件》第V套防离涂装体系。5.吊量为速营检查维修而设。设计预应力混授土梁双线连续梁圆端形实体桥墩比例尺复核1.面线域L=32+48+32m.60+100+60m.72+128+72m连线架2017.03主城品布置图（六）07

吊做工程量工总表地身项纸内究食恶板土步板适用纸授全高bim)C30元热±（）村(kg)橡政量品（决）步板重(kg)鼎信量(kg)4~12m2.04h=0mm1604.44h=600mm1635.4713~25m2.5ah=0mm1573.7432+48+32m0.982445.83153.65ah=600mm1603.344~12m2.8ah=0m1545.43h=t00mn1573.9613~25m2.8ah=0mm1548.47577.16412m2.54.h=0m1612.81ah=600mm1642.24时建350公里高速快路13~25m2.54.h=0mm1616.6140+55+40m.ah600mm1646.21100×100x10: 78%顺培导实体桥童40+64+40m2.8Ah=0mr1555.9940x40x5:54#410mah600mm15825411~25m2.8h=0mr1557,751.062661.43165.791586.444~12m2.50h=800mm1648.801.3~25m2.51652.7748+80+48m4~10m2.8589.1011~25m2.8sh=800mm593.00附注1.本限尺寸除注期者外，余均以毫来计。2.本图中爆检卖情采用35号钢，有钢支架及坚检采用Q2353.图表HPB300钢前4.导置在养内的U型套商N5和型套前N5'预理件均需经过渗分户离理，其它所有钢构件均采用（铁路钢桥保护涂装及涤料供货技术条件》第V查防察涂装体系，5.吊值为通常验查维修面设，成计晓衣预应力蓬校土架反线连续聚圈谐形实体桥圾复L=32+48+32m,40+56+40m.40+64+40m.48+80+48m选量吊童右置图（八）