PHC管桩静压施工的送桩问题探讨_第1页
PHC管桩静压施工的送桩问题探讨_第2页
PHC管桩静压施工的送桩问题探讨_第3页
PHC管桩静压施工的送桩问题探讨_第4页
PHC管桩静压施工的送桩问题探讨_第5页
已阅读5页,还剩1页未读 继续免费阅读

下载本文档

版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领

文档简介

PHC管桩静压施工的送桩问题探讨

摘要

PHC管桩静压施工技术应用广泛,能够满足土建工程的需要。本文主要探讨PHC管桩静压施工的送桩问题。首先介绍了PHC管桩的材料特点和制造工艺。接着,介绍了PHC管桩静压施工的工艺流程和施工步骤。然后,阐述了PHC管桩静压施工过程中的送桩问题,包括送桩深度、送桩速度、送桩角度等问题。最后,提出了一些解决送桩问题的建议,以提高PHC管桩静压施工的效率和质量。

关键词:PHC管桩、静压施工、送桩问题、施工步骤、效率和质量

Introduction

PHCreinforcedconcretepipepile(hereafterreferredtoasPHCpile)isakindofprecastconcretepile,whichiswidelyusedinvarioustypesofcivilengineering,suchashigh-risebuildings,bridgeandtunnelengineering,andportandwaterconservancyengineering.PHCpilehasmanyadvantages,suchashighbearingcapacity,gooddurability,strongcorrosionresistance,andeasytoconstruct.Amongthem,theconstructiontechnologyofPHCpilebyusingstaticpressuremethodiswidelyused,whichcanensurethequalityofpileheadandimprovetheefficiencyofconstruction.However,therearestillsometechnicalproblemsintheconstructionprocess,suchastheproblemofpiledriving.InordertoimprovetheeffectofPHCpileconstruction,thispaperwillexploretheproblemofpiledrivinginPHCpilestaticpressureconstruction,putforwardsomeconstructionsuggestions,andimprovetheefficiencyandqualityofconstruction.

1.ThematerialcharacteristicsandmanufacturingprocessofPHCpile

PHCpileisastructuralmembermadeofhigh-strengthconcrete,whichiscomposedofcement,sand,gravel,flyash,andothermaterials.PHCpilehashighcompressivestrength,gooddurability,andstrongcorrosionresistance.Itiswidelyusedinvarioustypesofcivilengineering,suchashigh-risebuildings,bridgeandtunnelengineering,portandwaterconservancyengineering.

ThemanufacturingprocessofPHCpileisdividedintoseveralsteps:preparationofrawmaterials,batching,mixing,moldmaking,centrifugalcasting,steamcuring,demolding,andsurfacefinishing.Amongthem,thecentrifugalcastingprocessisthemostimportantstep,whichensuresthecompactnessanduniformityoftheconcrete.Theconcretemixtureispouredintothemold,andthenthemoldisrotatedathighspeed.Undertheactionofcentrifugalforce,themixtureiscompactedanduniform,andthebubbleiseliminated.Aftercentrifugalcasting,thepileissteamcuredforacertainperiodoftime,andthendemoldedandfinished.

2.TheconstructionprocessandstepsofPHCpilestaticpressureconstruction

PHCpilestaticpressureconstructionisaconstructionmethodthatusesstaticpressuretechnologytoinstallandpressPHCpileintothefoundationsoil.Theconstructionprocesscanberoughlydividedintothefollowingsteps:

Step1:Sitepreparation,includingleveling,compacting,andlayoutmeasurement.

Step2:Pilepositionpositioning,includingpiledrivingorientation,positioningaccuracy,andangleadjustment.

Step3:Pilepre-pressurization,includingusinghydraulicjackstopre-pressurizethepiletoreducethefrictionresistancebetweenthepileandthesoil.

Step4:Staticpressureconstruction,includingusinghydraulicjackstopressthepileintothesoilgradually.

Step5:Pilecutting,includingcuttingthepileheadtotherequiredelevation.

Step6:Piletesting,includingconductingstaticloadtest,dynamicloadtest,andintegritytestonthepile.

3.TheproblemofpiledrivinginPHCpilestaticpressureconstruction

TheproblemofpiledrivingisoftenencounteredinthestaticpressureconstructionofPHCpile.PiledrivingisanimportantprocessintheconstructionofPHCpile.Factorssuchasthedepthofpiledriving,thespeedofpiledriving,theangleofpiledriving,theconsistencyofthesoil,andtheintegrityofthepilewillaffectthequalityofpileconstruction.

3.1Thedepthofpiledriving

Thedepthofpiledrivingmainlydependsonthebearingcapacityofthesoilandthedesignrequirementsoftheproject.Ifthedepthofpiledrivingistooshallow,thebearingcapacityofthepilewillbeaffected,anditmaynotmeetthedesignrequirementsoftheproject.Ifthedepthofpiledrivingistoodeep,itwillincreasetheconstructioncostandtime,anditwillalsoincreasetheresistanceanddamageofthepileduringtheprocessofpiledriving.

3.2Thespeedofpiledriving

Thespeedofpiledrivingmainlydependsonthebearingcapacityofthesoilandthecapacityoftheequipment.Ifthespeedofpiledrivingistooslow,itwillwastetimeandreduceconstructionefficiency.Ifthespeedofpiledrivingistoofast,itwillincreasetheresistanceofthesoilandcausethepiletodeflectorevendamage.

3.3Theangleofpiledriving

Theangleofpiledrivingmainlydependsonthesoilconditionandthedesignrequirementsoftheproject.Generally,theangleofpiledrivingshouldbekeptat90degreestothesoilsurface.Iftheangleofpiledrivingistoolargeortoosmall,itwillcausethepiletodeflectorevendeform,andaffectthebearingcapacityofthepile.

3.4Theconsistencyofthesoil

Theconsistencyofthesoilmainlyreferstothetype,density,andstrengthofthesoil.Thesoilconsistencyaffectstheresistanceofthesoilduringpiledriving.Ifthesoilissoft,theresistanceofthesoilwillbelower,andthepilemaypenetratethesoiltooquickly,causingdamageorinstabilityofthepile.

3.5Theintegrityofthepile

Theintegrityofthepilemainlyreferstothestrength,deformation,andcrackingofthepile.Ifthepilehasdefects,suchascracks,holes,ordeformation,itwillaffectthebearingcapacityandstabilityofthepileduringpiledrivingandpilepressing.

4.SuggestionsforsolvingtheproblemofpiledrivinginPHCpilestaticpressureconstruction

4.1Optimizetheconstructiontechnology

TheconstructionprocessandstepscanbeoptimizedtosolvetheproblemofpiledrivinginPHCpilestaticpressureconstruction.Improvingtheaccuracyofpilepositioning,adjustingtheangleofpiledriving,andcontrollingthespeedofpiledrivingcaneffectivelyreducetheresistanceanddamageofthepileduringpiledriving.Atthesametime,strengtheningthepre-pressureofthepilecanreducethefrictionresistancebetweenthepileandthesoil,andimprovetheefficiencyandqualityofpilepressing.

4.2Controlthequalityofpile

Thequalityofpilemanufacturingandtestingshouldbestrictlycontrolledtoensuretheintegrityandstrengthofthepile.Beforestartingconstruction,acomprehensiveinspectionandtestofthepileshouldbecarriedouttoensurethatthepilemeetsthedesignrequirementsoftheprojectandhasnodefectsordamage.

4.3Choosesuitableequipmentandtools

TheselectionofsuitableequipmentandtoolsisanimportantfactoraffectingtheconstructionefficiencyandqualityofPHCpilestaticpressureconstruction.Theequipmentandtoolsusedforpiledrivingandpilepressingshouldbeselectedaccordingtothesoilconditionandthedesignrequirementsoftheproject.Inaddition,theequipmentandtoolsshouldbemaintainedandrepairedregularlytoensurethesafetyandstabilityoftheconstruction.

Conclusion

PHCpilestaticpressureconstructiontechnologyhasbeenwidelyusedinmanyinfrastructureandcivilengineeringprojec

温馨提示

  • 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
  • 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
  • 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
  • 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
  • 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
  • 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
  • 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

评论

0/150

提交评论