公路边坡支护方法Word格式文档下载.docx
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公路边坡支护方法Word格式文档下载.docx
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(1)theslopestability:
protectembankmentslopesurfacefromtherainswashedout,slowingdowntheinfluenceoftemperatureandtemperaturechanges,topreventanddelaythesurfaceofsoftrockweathering,broken,erodingevolutionprocess,thusprotecttheoverallstabilityofroadbed.
(2)theenvironmentalprotection:
maketheprojectonenvironmenttominimizethedisturbingdegree,andseekartificiallyalkali-silicacoordinatedwiththenaturalenvironment.
(3)comprehensiveeffects:
comprehensiveagainstthelight,preventdazzle,smoke,inductionofdriverlineofsight,improvelandscapeslopegreeningpurpose,givefullplaytothecomprehensivebenefitprotectionproject.
1,Engineeringprotection
1.1plasterandbeatnoodles
1.1.1applicablecondition:
(1)toallsortsofeasyweatheringofsoftrock(suchasshalysands,shale,thousandpiecesofrock,shaleSLATE)slope,whenrockweatheringnotveryseriouswhen;
(2)theslopeprotectionbyitselfmustbestable,buttheslopeshape,gradientandsmoothunrestrained;
(3)theslopeprotection,whichmustbedry,nogroundwaterrockyslope.
1.1.2structuralrequirements:
(1)theplasterplyiscommonly5~7cm,beatsurfacethicknessfor10~15cm,generallyforthicknesssections.
(2)theplasterandbeatsurfaceengineeringperipheralandnotprotectiveslopecohesionplace,shouldstrictlyclosed.Asintheslopetopdocutditch,orGouBianalsotodowithplasterorbeatsurfaceprotection.
(3)onlargesurface,precausionsorevery5~10mshouldsetisadjustableseam.
1.2groutingandtickoffseam
Groutingappliestotherockyhard,noteasyweathering,rockjointsgrowthinside,butthecrackwidthofsmallerrockycuttingslope.
Tickoffseamisapplicabletotherocky,difficulttoweathering,openhardverynotdevelopment,andjointsofdeepseamslargerjointedrockcuttingslope.
1.3soil-cementslopeprotection
1.3.1applicablecondition:
(1)suitableforsiltyandsand,siltyclay,clayetcfillslope.
(2)thevulnerabletofloodinundatedtheroadbedfillslope.
(3)canbeusedinsalinesoilarea.
1.3.2structuralrequirements:
soil-cementrevetmentthicknessfor10~20cm.Generaladmixtureofgeneral8%ofcementconcrete~15%,accordingtothesiteduringtheconstructionoftheadmixturewasconfirmed.
1.4HuMianQiang
1.4.1applicablecondition:
(1)moreforeasyweatheringofmicarocks,LuNischist,1000piecesrockandotherweatheringserioussoftrockformationsandabrokenrocklocation,topreventcontinuetoweathering;
(2)theslopeprotectionbyitselfmustbesubstantial;
(3)HuMianQiang,holeHuMianQianghaveentityHuMianQiang,archcasingHuMianQiangHuMianQiangandribtype.EntityHuMianQiangusedingeneralsoilandrockslope;
EmptyHuMianQiangusedforslopeslowincasing1-0.75,holeinthewindowcanbeusedonslopesurface(dry)ordrybuildbylayingbricksorstonesPianShi;
HuMianQiangarchforslope,whilethelowerstratarelativelycompleteupperslopeorthosewhoneedprotectionbyindividualweakarea,sloperockslopesteepintactandusedwhenHuMianQiangribtype.
1.4.2structuralrequirements:
1.HuMianQiangentities
(1)highanddecideonwallthickness,usecommonly0.4~0.6m,widthisequaltothegeneralDingKuanaddH/10~H/20;
Theheightofthesinglestagecounterfort15musuallylessthanthetotalheight,multilevelwallasusuallylessthan.
(2)alongthewallbodylengthseta2cmevery10mwithintheexpansionjointswithreinforcedasphalthempseampadded.Afterdischargeholesinthesandwithrubbleandmakereversefilterlayertoexcludewalldrainage.
(3)tobuildHuMianQiangago,allthesloperockweatheringlayertofreshclearedtoweatheringquickly,therocky(likemicarocks,LuNischist,etc)slope,cleardugfreshgape,shallbeimmediatelyrepairedafterHuMianQiang.
(4)thesoilsrammingfilltopapplication,lestflowwashout.
2.HuMianQiangcasinghole
HuMianQiangwindowcasingholeholeforsemicirclearch,usuallyhigh2.5~3.5m,width2~3m,radius1~1.5m.itsbase,thickness,expansionjoints,suchasHuMianQiangidenticalwiththeentitywithinhole,accordingtospecificsituationPianShi,electrodeusingdrybuildbylayingbricksorstonesongrass,orface.
3.HuMianQiangarch
Archthanhours(across2~3m),thearchringcanuse10#cementmortarbuildbylayingbricksorstones,PianShiarchheightdependingonthesloperockundercompleteanddecide,archheight,canbemadelargerspanconcretearchring.
1.5shortcretingorsprayedconcreteprotective
1.5.1applicablecondition:
(1)appliestothelithologyisbad,theintensityisbottom,easyweatheringorhardrockweatheringcrushing,jointsgrowth,itssurfaceweatheringfallingrockslope;
(2)whenrockslopecuttingbyweatheringpeelandjointscausedwidespreadbrokendown,andlocalsmallcollapsed,rockfalls,canuselocalreinforcement,forwideafterspray(shotcrete).
(3)theupperstratafordecencyisbrokenrockhardandcompletetallcuttingslope;
(4)cannotbearmountainpressure,slopemustisstable.
1.5.2structuralrequirements:
(1)theshotcretingthicknessislessthan1.5~2cm,notthethicknessofsprayedconcretein3~5cmadvisable.
(2)topreventslopesurfacewatererosionalongtheshotcreting(sprayedconcrete,thetopmarginslopelateral)setupasmallcutditch.
(3)cutgrooveslurryembeddedwithinbothsidesstrata.
1.6sprayanchorprotection
1.6.1applicablecondition:
Whoevereasyshortcreting(jetconcrete)protection,whenrocksloperockweatheringbrokenjointsgrowth,seriously,inbrokenrockthickercases,ifcontinuetoweathering,willleadtodropstonesorsmallavalanches,thusaffectingthestabilityoftheslope.Ithashighintensity,goodanti-crackingperformance,canmakecertaindepthwithintheslopewasincreasedthebrokenrockwithin,andcanwithstandasmallamountofbrokenbodyproducesthelateralpressure.
1.6.2structuralrequirements:
(1)topreventslopesurfacewatererosionalongtheshotcreting(sprayedconcrete,thetopmarginslopelateral)setupasmallcutditch.
(2)theanchoragedepthdependingontheslopestrataofbrokendegreeandbreakinglayerthicknessanddecide,use1:
3tocementmortarconsolidation.
(3)notlessthan3cm,spraythicknessofsprayedconcretethicknessnotlessthan5cm.
(4)thetypeofboltanchorrod,aresinmortaranchor,plasticanchorlength,cementanchorandtubeanchor.
(5)thebearingcapacityofmajormeasuresimproveanchorlength,prolonganchoragesecondpressurepulp,adoptendexpandormoreparagraphsexpandheadbolt,repeathigh-pressuregroutingandchangetheforcetransmissioncharacteristicsoftheanchorrodanchorrodshearorpressuretype.Onesecondgroutingandrepeathigh-pressuregroutingismorepracticalandeffective.
1.7soil-nailwall
Soil-nailwallisarelativelynewstructures,itmainlyconsistsof"
nail"
(i.e.,anchor),concretepanel(hangnetsshotcrete),anchorplatecompositions.
1.7.1mechanism
Theanchor(viaregulararrangement"
spike"
),panel,anchorplatewillslopecertainlimitssoilinsitureinforcement,formakindofcompositesoilnailingwall-structuredwall,thewallbysoilnailingwallandpressureassume.
1.7.2applicationconditions
Mainlyappliestoweatheringcrushingmoreseriousrockslope,alsocanusedforpowdersoil,gravelandsandysoilslope.Inherittheearthpressuregenerally,itsgreatestadvantageontheexcavationstepbystepdownfromconditionsareclosedontheslopeandtimelyreinforcement,caneffectivelyreduceslopeexcavationairportandbringsforrelease,maketheslopekeepmilestothestabilityoftheoriginalstructure,toavoidthecollapse.
1.7.3structuralrequirements:
(1)theconstructionprocedurefor:
intohole-holecleaning-buymuscle-grouting-spraylayer1finestoneconcrete-packhangingsteelnet-spraylayer2finestoneconcrete;
(2)thefirstlayeroffinestoneconcretethick7~10cmandsecondfinestoneconcretethick8cm.
1.8prestressedanchorbeam
Prestressedanchorbeamisdevelopedinrecentyears,anewtypeofreinforcementmeasures.Structureisdividedintoanchorandanchorbeamtwoparts.
1.8.1mechanism
Putthebrokenlooserockcombinationconnectedintotheoverall,andanchorintherockformationdeepsolidbyprestressanchorlength,withinthescopeoftheweakrock(layers)extrusionclose-grained,improvelevelofpositivepressurebetweenrockandfriction,stopcrackinglooserockdisplacement,soastoachievethepurposeofreinforcedslope.Thiskindofmetho
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