附着式振动器在箱梁腹板混凝土施工中的应用

··1009-6825201305-0067-022012-12-221970-030024。U445．57A1、。、、、、。。2140．7m435m24m。435m1．8m2．4m2．85m248201243201251532櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅。1、。3、Es12a12Cqφq8．32～24．070．08～0．2518．44～82．7613．89～30．4924．98～63．1824．19～63．8329．61～76．093．80～39．154、Es12a12Cqφq6．10～13．610．12～0．3430．36～112．167．52～27．2019．38～60．2210．50～59．9912．68～58．0510．29～56．482。、。。3、、、。2．2、5。5ⅠW51．734．56．93．4G6．9013．817．2r58．627．96．96．6rd62．113．810．310．3e010．310．355．224．2Sr37．951．703．4Wl62．113．8020．7Wp51．717．23．420．7Ip65．517．27．010．3Es1241．420．717．220．7a1234．510．313．841．4Cq65．513．8017．2φq58．627．610．305G、Ⅰ、。。。StatisticalanalysisonhighwayfoundationsoiltestCUIJianCivilEngineeringCollegeSouthwestCommunicationsUniversityChengdu611756ChinaAbstractTakingfoundationexplorationtestdataofseveralbuiltorunderconstructionhighgradehighwayasbasisthispapermadestatisticala-nalysisonsoilparameterscloselyrelatedtosettlementandembankmentinordertoobtainprobabilitycharacteristicofmainsoilparameterscon-venienttoofreliabilityanalysisandpracticalapplicationofengineering．Keywordshighwaysub-gradesoilteststatisticalanalysis·76·39520132SHANXIARCHITECTUREVol．39No．5Feb．201331CPZW-15050Hz380V。220kg、150Hz/s、12kN、0．8mm、1．5m。3、30s。4。5GPZ。4。3050、2s～3s。55．1→→→→→。5．25．2．110mm100mm×200mm14。1．5kW0．5mm～0．8mm1m～1．5m1。模板支撑振捣器底座侧模板底、台模顶模板支撑湿接缝预留槽图1附着式振捣器安装示意图5．2．21、。21/32/3、、2s～3s4s～5s。3。4、。550mm～100mm20s～30s。640cm。7。8“”。。9。104s～6s。11、、、、。12。13。6、、、、。1JTJ041-2000S．2GB50204-2002S．ApplicationofattachedtypevibratorinboxgirderwebsconcreteconstructionWANGXiao-lanShanxiSixthConstructionGroupLimitedCompanyTaiyuan030024ChinaAbstractThispaperintroducedtheattachedtypevibratoranditsconstructionprocesscombinedwithprojectexampleelaboratedtheapplica-tionofattachedtypevibratorinboxgirderwebsconcreteconstructiondescribedindetaltheconstructionprocessandoperationkeypointsaccu-mulatedexperienceforsimilarengineeringconstruction．Keywordsprecastboxbeamwebattachedtypevibratorconstruction·86·39520132