兰青二线施工组织设计

11.2.12310mm~20mm。45.1.1.45.1.1.4.15.1.1.4.25.1.1.555.1.1.761.0cm，5.1.25.1.2.175.1.2.1.25.1.2.1.2.385.1.2.1.39地10.05.1.2.1.62006.6.1~2006.6.302006.7.1~2006.12.152006.7.20~2006.12.312006.7.1~2006.10.312006.9.1~2007.1.252006.12.25~2007.7.102007.7.10~2007.9.205.1.2.21-24m+12-32m1174.68m。44m~5.1.2.2.25.1.2.2.2.25.1.2.3.4.2。：明说1：明说1234行走重衡平无：式方行走⑤注备号型量数称名号序m-mm2重自篮挂⑥t4114169181统系固锚及走行71625443件装组1模侧外214；5.1.2.3.4.85.1.2.3.4.8.15.1.2.3.4.8.25.1.2.3.4.95.1.2.45.1.2.4.15.1.2.4.2.15.1.2.4.2.35.1.2.4.2.45.1.2.55.1.2.5.15.1.2.6；5.1.2.6.1.9水5.1.2.6.25.1.2.6.2.15.1.2.6.2.1.25.1.2.6.2.1.35.1.2.6.2.1.45.1.2.6.2.25.1.2.6.33min。5.1.2.6.45.1.320983205.1.3.1.3保5.1.3.1.4。5.1.3.1.55.1.3.1.65.1.3.1.7DN250mm5.1.3.1.8DK2+213，F25.1.3.2.25.1.3.2.35.1.3.2.45.1.3.2.55.1.3.2.65.1.3.2.7DN250mm5.1.3.2.85.1.3.2.9233.4814.619区间区间路基站场路基路基附属工程其中其中其中米米米23348.6617331.87180.872454.851031.592349.481461.91230.345.00231.605049.00213348.0081955.00910.906600101.00860580.0095500.006600.0022097.00208706.0061820.00240962.00435812.00714.008804.0046.35.2.1.25.2.1.2.1K0+000~K12+000K37+090~K60+0001401401205.2.1.2.25.2.1.45.2.1.4.15.2.1.4.1.15.2.1.4.1.2(m3)5154451161238910278071159464191110552131518359182923519603640158380(m)200100020003000400010000100002002008002000200030003000400050005000178786000116896000979307000168218000255932900050875.2.1.4.1.35.2.1.4.1.45.2.1.4.1.65.2.1.4.1.75.2.1.4.25.2.1.55.2.1.5.25.2.1.5.2.15.2.1.5.2.2K(Mpam)30≱130≱110≱90——≱0.9<31—<31—Kh5.2.1.5.2.2.10.75。5.2.1.5.2.2.2kmin=1.10~5.2.1.5.35.2.1.5.3.2 。30 (m)301.91.9料Khn(%)≱150≱≱1505.2.1.5.5.3D15,4d85300.6≱1900.6≱1900.5≱1900.5≱190化化重5.2.1.5.75.2.1.5.85.2.1.5.95.2.1.5.105.2.1.5.10.112221125.2.1.5.10.25.2.1.5.10.2.12:5.2.1.5.10.35.2.1.5.11H≰5.0m0.20m。5.2.1.5.11.45.2.1.5.11.82.0m。5.2.1.5.135.2.1.5.13.25.2.1.5.13.35.2.1.65.2.1.6.10.4*0.6m15.5KNM3。5.2.1.6.25.2.1.6.35.2.1.6.3.11.5-2.01.01.20.6载(kgcm2)1.0-1.51.0-1.52.0-2.51.5-2.52.5-3.02.5-3.03.0-4.05.2.1.6.3.35.2.1.6.45.2.1.6.55.2.1.75.2.1.7.15.2.1.7.25.2.1.7.2.1K(MPam)30≱0.95h1.9料n(%)≱150≱110≱120K5.2.1.7.2.2(TBT2897)5.2.1.7.2.35.2.1.7.2.4E(MPa)vd≱55≱55≱55K(Mpacm)30≱190≱190≱130n%)(Mpam)h≱130≱110≱90≱0.9030vd03025201060~9095~10060~9050~10095~100800.510~3010~3010~300.0752~102~102~10095~10010052.51005.2.1.7.2.55.2.1.7.3数5.2.1.7.4量TBTBTBTTBT仪每5000m3仪5.2.1.7.55.2.1.7.5.15.2.1.7.5.1.15.2.1.7.5.1.25.2.1.7.5.1.35.2.1.7.5.1.45.2.1.7.5.1.55.2.1.7.5.25.2.1.7.5.2.15.2.1.7.5.2.25.2.1.7.5.2.35.2.1.7.6.10~0.5%。路5.2.1.7.6.25.2.1.7.6.35.2.1.7.75.2.1.7.85.2.1.7.9名桥序号施工方法1桥3桥桥7桥8桥DK9+980DZK24+118DZK34+454DZK36+658DZK44+380DZK47+172DZK21+518DZK21+8982(3-24m+9-32m+(40+2-64+40)m+19-32m)线T形桥台，1217.93536.58536.58861.90861.908-32m+1-20m+8-32m梁桥555.42606.40142.06142.06142.06142.06挂篮悬浇TT桥DK27+440DK54+426DK6+780DK9+308DK12+114DK15+427DZK20+500164.5177.257.08110.1232.4875.69.3342.9.163529.321-8.0m5.2.2.1.4,,序号12组础施40M+64M+64M+40M基3456789组组组队5.2.2.2.22842082841845.2.2.35.2.2.4.1.2.880cm~100cm。1.2m~20cm~30cm水中承台采用草袋围堰、钢板桩围堰施工。5.2.2.4.1.1基5.2.2.4.2《5.2.2.4.1.1扩。。《2.3.2.2.4.2.15.2.2.4.35.2.2.4.55.2.2.55.2.2.5.35.2.2.5.3.1《5.2.2.4.55.2.2.65.2.2.6.15.2.2.6.1.3 5.2.2.6.25.2.2.6.35.2.2.6.45.2.2.6.65.2.2.6.6.35.2.2.6.6.65.2.2.6.75.2.2.75.2.2.7.25.2.2.7.45.2.2.7.5.1520~3010~195~90~22~33~55~716~2212~16cm)2~7120120≰400400~800800~1200<2120150>7210180≰C301801505.2.2.7.85.2.2.7.95.2.2.7.9.15.2.2.7.9.25.2.2.7.105.2.2.7.115.2.2.7.11.25.2.2.7.11.2.2SiO25.2.2.7.11.55.2.2.7.11.2.45.2.2.7.125.2.2.7.135.2.3.2762m51m2418m4道m5398m道6714m20075.2.3.2.2DK6+842~DK9+2600+000~0+714DK54+930~DK55+328DK2+130~DK3+892DzK45+478~DzK46+381DK6+498~DK6+749241871439817629032511060858500714398831931452451251180180170170170160160140140160口口口口口口口出进进出进出出口5.2.3.2.55.2.3.2.65.2.3.2.6.15.2.3.2.6.25.2.3.35.2.3.3.2TSP2035.2.3.3.2.2.15.2.3.3.2.2.25.2.3.3.2.3CRD5.2.3.3.2.55.2.3.3.35.2.3.3.3.1。5.2.3.3.3.35.2.3.3.3.4BLV-25mm25.2.3.3.45.2.3.3.55.2.3.3.6台15.2.3.3.75.2.3.3.85.2.3.45.2.3.4.1.35.2.3.4.25.2.3.4.2.25.2.3.4.3.1。%%。(min)31min=3.0m；2.0m。12024036048030027024000005.2.3.4.4.2.4Ⅳ5.2.3.4.4.2.5(h)444448121620242832364044482.5m。5.2.3.4.5R42.52.5~3.0=1:2.47:1.53:0.4，速:。50mm。5.2.3.4.7。10%2.3.2.3.4.7.25.2.3.4.8XS30-30Q=qmk(m3min)q=3m3mink=1.151223tc则Q=1.13×2789=3147m3min。LLVVVSZB1台SZB1台SZB1台SZB1台241871439817629032511060858500714398831931452451251口口洞口口口口口口口进出明出进进出进出出5.2.3.4.8.65.2.3.4.9.10.2MP。5.2.3.4.9.35.2.3.4.115-10m5-10m20-40m5-20m器力≱15(0-1)B1~2次天5-15(0-2)B1次天2-5(2-4)B1次2天0.5-2(2-5)B1次2-3天0.5-0.3mmdU03≰U≰U023U＞U0235.2.3.4.1220cm。。5.2.3.4.135.2.3.4.13.15.2.3.4.13.35.2.3.55.2.3.5.1TSP-203TSP-2035.2.3.5.1.440~60m，5.2.3.5.25.2.3.5.35.2.3.5.45.2.3.5.4.45.2.3.5.5TSP-2035.2.3.5.65.2.3.5.75.2.3.5.85.2.3.5.95.2.3.5.105.2.3.5.10.25.2.3.5.10.45.2.3.5.115.2.3.5.125.2.3.5.135.2.3.5.13.15.2.3.5.13.25.2.3.5.13.45.2.3.5.14-21.7‴5.2.3.5.155.2.3.5.165.2.3.5.16481665895.591.3275.49970.58084175520060025.82016.410475001424012.1408.6455序号2345678孔孔孔孔孔组组组Km直曲曲直曲5.2.4.2CG500LQRX-L-TJ5.2.4.2.4LQRX-L-TJ235.2.4.3.15.2.4.3.2LQRX-L-TJ标段铺架施工进度计划表》表一表二表三表四5.2.4.3.3DPK-32+5C5.2.4.3.45.2.4.3.55.2.4.3.6+5C+5C5.2.4.3.75.2.4.3.85.2.4.3.9[2005]1335.2.4.45.2.4.4.1。≰20≰15≰15≰10+30-10+15-10目5.2.4.4.25.2.4.4.35.2.4.4.45.2.4.4.4.25.2.4.4.65.2.4.4.6.1油油0.25~0.300.25~0.302.3.2.4.4.6.21~1.51.5110.01~0.030.020.3~0.60.55.2.4.4.6.45.2.4.4.85.2.4.4.9。5.2.4.4.115.2.4.4.12K9205.2.4.4.125.2.4.4.130.07MPa，(0.49MPa)5.2.4.4.145.2.4.4.14.2。。5.2.4.4.14.55.2.4.4.14.60(2.45.2.4.4.14.7≱12(gcm3)≱1.40≱1.70≱7.5≱10(knmm)≱70≱100段期阶初5.2.4.4.14.85.2.5.1.525mm。5.2.5.2.4751Km、5.2.5.3.45.2.5.3.4.25.2.5.3.4.2.6800m--1000m。0.5m1Mpa。5.2.5.3.4.2.75.2.5.3.4.35.2.5.3.4.3.12.3.2.5.1.4.65.2.5.3.4.3.4。接30mm5.2.5.3.55.2.5.3.5.15.2.5.3.5.2300mm5.2.5.3.5.31311421151065512813081221971383093901951951302195481200000备222222200804644433436652厂336333779971201501201506130918942516916025047721801604051114514562811904134148524400231013002305582253405422。格号规格号规型租自自自自自自自自自自自自自自自自自自自自自有赁有有有有有有有有有有有有有有有有有有有有基基基基基基基基基基基基基基基基基基基基基路路路路路路路路路路路路路路路路路路路路路序号一12345678901EX300-5WY160WY250PC-400-1D7GD85A-18PD320Y-13Y683Y123Y1518YZ07PY160CAT966ZL50T20-203TJ360W82DLPTL81SDSH380AYD30YQ-150A8665896840042313423132113211114310m3hDZ120有有有有有自自自自自基基基基基路路路路路产产产江产国国国浙国234566地东西地东西埠南原原原阳产山陕蚌济太太太沈山沙沙沙建建东原阳阳阳苏苏安安海州鞍长长长陕川山太咸洛洛江江泰泰威广有有有有有有有有有有有有有有有有有自自自自自自自自自自自自自自自自自途基基基基基基基基用路路路路路路路路梁梁梁梁梁梁梁梁梁梁梁梁梁梁梁梁梁桥桥桥桥桥桥桥桥桥桥桥桥桥桥桥桥桥序号789二123456789400th300ThWY-97VFY107-C120KW75KWTPJ-219IHNJJB8m3HSZ60HSZ60HSZ60CZ-30CZ-30QY100QY50QY25QY16QTZ40FMT3366466846611961155322224333212224324422途途梁梁梁梁梁梁梁梁梁梁梁梁梁梁梁梁梁梁梁梁梁梁梁梁梁梁用桥桥桥桥桥桥桥桥桥桥桥桥桥桥桥桥桥桥桥桥桥桥桥桥桥桥序号01234567890123UJZ15JS500EX220-5EX320-5BRM-2AZL50ZL50ZLD150ZLD350UN1-100BX1-500ZN50PZ50250KVA200KVASSSLG910-LSTMQ10BZ-1B250EX220-5200THMT-72FW666298830012004441104142255424342223324441222424地典产地典产瑞水阳都都都州岛州南州都国州工林东东工天沈成成成郑青锦济锦成美柳山常山山山赁有有有有有有有有有有有有有有有有有有有有有有有有有租自自自自自自自自自自自自自自自自自自自自自自自自自道道道道道道道道道道道道道道道道道道道道道道道道道隧隧隧隧隧隧隧隧隧隧隧隧隧隧隧隧隧隧隧隧隧隧隧隧隧22222412012086843546428646712596534327533536546757有有有有有有有有有有有有有有有有有有有有有自有自自自自自自自自自自自自自自自自自自自途道道道道道道道道道道道道道道道道道道道道道道道道道用隧隧隧