( 1) : : ; 1 Tab1 Analysisofadvantagesanddisadvantagesofboth-sidedrainageditchandcenterdrainageditch ; 111 短轨枕式整体道床的区间排水设计 mm 300 mm 7 DN150

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忘舟蓝
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1 JournalofLanzhouJiaotongUniversity Vol33No3 June2014 : (2014) DOI:103969/ jissn * 胡婷婷 ( ) : 地铁工程中区间排水系统的设置根据地铁区间所处地段的特殊多变性和环境保护的要求区间排水实施情况不尽一致且目前无统一技术措施区间特殊处理地段的排水设计有一般区间排水的共性也有其特点结合区间特殊处理地段的结构及道床形式对特殊处理地段的区间排水进行系统性分析和研究并介绍了地铁特殊区间排水工程设计处理方法和相关注意事项以达到区间排水系统的合理性安全性 : 地铁区间排水设计 ; 特殊减振道床排水 ; 地裂缝处理段排水措施 ; 沉降槽排水方法 :U231 :A AnalysisoftheDrainageinSpecialTreatmentofMetroTunnel HU Ting-ting (ChinaRailwayFirstSurvey & DesignInstituteGroupCoLTDXi'an710043China) Abstract:ThedrainageofmetrotunnelisanimportantpartofundergroundrailwayprojectBe- causediferentmetrotunnelshavevariouscharacteristicsandtheenvironmentalprotectionstand- ardsarediferentthedrainageofmetrotunnelisimplementedwithoutunifiedtechnicalmeasures rightnowinordertoachieveareasonableanddependabledrainagesystemofthemetrotunnel thedrainageofmetrotunnelisanalyzedandresearchedaccordingtothestructureandtypeof trackbedinthespecialtreatmentofmetrotunnelandtreatmentmethodsandrelatedconsidera- tionsofthespecialmetrotunneldrainageprojectareintroduced Keywords:designofthe metrotunneldrainage;drainageofspecialanti-vibrationtrack bed; drainagemeasuresofthetreatmentsectionongroundfissure;drainagemethodsofthesetlement trough 1 4 * : : (1982-) :htp :// xblzjtueducn @qqcom

2 ( 1) : : ; 1 Tab1 Analysisofadvantagesanddisadvantagesofboth-sidedrainageditchandcenterdrainageditch ; 111 短轨枕式整体道床的区间排水设计 mm 300 mm 7 DN150 Q=V F 625~650mm 50~100 mm [1] 800 mm 370mm ( ) ( 725 mm 425 mm 55 mm) 900 mm 700 ( 1) 1 Fig1 Thedetaildrainagedrawingofshieldcirculartunnelmonolithictrack-bedwithshortsleeper

3 3 : 长轨枕式整体道床的区间排水设计 300mm( ); 300 mm 370~ mm 400 mm mm mm 1450mm 400mm 320mm( : ) 200mm ( 2) 2 Fig2 Thedetaildrainagedrawingofshieldcirculartunnelmonolithictrack-bedwithlongsleeper 12 1) : + + 2) : ; ( 3-4) [3] 2 [2] 21 :

4 Fig3 Thedetaildrawingoftrackbedwithanti-vibrationpadfloatingslab 4 Fig4 Thedetaildrawingoftrackbedwithsteelspringfloatingslab 800mm 490mm 850mm 700mm 550mm( ) 700mm ( 5) 5 Fig5 ThedetaildrainagedrawingofU-shapedtunnelwithadjustableframeplatetrack

5 3 : Fig6 Thedetaildrawingofbreakstonetrackbedwithanti-vibrationpad 700mm 23 [4-8] 850mm( ) 7 7 Fig7 ThedetaildrainagedrawingofU-shapedtunneltrackbedwithsoftbreakstone 3 39

6 40 33 : 2012(1):20-24 [5] GB [S] : 2014 [6] GB [S] : 2010 [1] [J] [7] [S] 2008(11):19-20 : 2011 [2] [8] GB [J] (7):50-52 [S] : 2004 [3] [J] 2009(11):26-28 [4] ( 责任编辑 : 赵冬艳 ) [J] 檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴檴 ( 上接第 5 页 ) [9] [13] GautierP EVincentNThompsonDJet [J] alrailway wheeloptimization[c]//pro (8):45-51 ceedingsofinternoise1993: [10] [14] Remington P JWheel/railnoise parti: characterizationofthe wheel/raildynamic [J] (16):8 system[j]journalofsound and Vibra- -14 tion197646(3): [11] - [D] [15] GB : 2008 [S]1990 [12] GB [S]1988 ( 责任编辑 : 赵冬艳 )

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