医院设备管理系统贺州市人民医院设备科信息化管理.docx

医院设备管理系统贺州市人民医院设备科信息化管理.docx

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医院设备管理系统贺州市人民医院设备科信息化管理

医院设备管理系统_贺州市人民医院设备科信息化管理

stepshape,controlofstepsize,setasideadecorationproject,torunupanddownthestairsthesamefaçadesteppingangle.4.4reversetriangularplateisintheMiddlebench,reinforcementtimesideboards.Reversetriangularplatesconsistofanumberoftriangularpiecesofwoodnailedtothewood,andtwotriangularwoodblockshighandwideoftherightangleequaltosteponaside,timbersectionfor50mmx100mmandthirdcornerBoardwithbenchsupportcross-ridgedfixedbetweenthesideplates.4.4

（1）expansionjointstemplatesupportset:

firstsupportgoodexpansionjointssideofwalltemplate（wallsidesareformultilayerBoard）,stayitsconcretepouringHou,willitstemplatedemolition,againsupportanothersidewalltemplate,butthiswallbyexpansionjointssidewith200thickhigh-densitysqueezeplasticpolybenzeneBoardfortemplate,anothersideformultilayerBoard,expansionjointsNorth-SouthStatesurfacethewith200x200thickmultilayerBoardboxforacrossdie,tocontrolexpansionjointsofupperandlowerverticaldegrees.4.4

（2）treatmentofconstructionjoints:

thisconstructionisnottheprincipleofconstructionjoints,suchasconstructionjoints,subjecttothefollowingrequirements:

constructionjointinbeamandplatewithsteelmeshorwood-modeblocked.Attentiontotheretentionofconstructionjointsmustbeperpendiculartotheaxisofthebeamandplate,shallremainobliqueCha.Beforethenextconcretepouring,constructionjointsofconcreteshouldbecuttinghair,andloosestonesshouldbeleftfloatingpulp,waterandmoist.5constructionconsiderations5.1templateinstallation,upperandlowercolumnformworksystemshouldbeinstalledonthesameverticalline.5.2templatesoneachfloorafterinstallation,shouldreleaseagentbrushtemplate.5.3forthejointsisgreaterthan2mm,pastethecracktape.5.4nohardhitwhenstrippingpry,topreventdamagetothetemplateandthepouringofconcrete.6qualitystandardforreachedconcreteofstandard,weaccordingtoconcretestructureengineeringconstructionqualityacceptancestandard（GB50204-2002）developedhasinternalcontrolstandard,asXiabyshows:

concretequalityinternalcontrolstandardprojectallowsdeviationnationalstandardsinternalcontrolstandardaxislocation53endofdieShangsurfaceelevation?

5?

3adjacenttwoBoardsurfacelevelpoor22surfaceflatdegrees53preburiedplatecenterlinelocation33preburiedtube,andreservedholecenterlinelocation33preburiedboltcenterlinelocation22Exposedlength+10,0+10,0reservedholecenterlineposition1010sectionsize+10,0+10,0reinforcingthecenterlinelocation55exposedlength+10,0+10,0dieframesupportmusthavesufficientstrength,rigidityandstability,supportingpartsmusthavesufficientsupportarea.Templatesizeisaccurate,seammarksneatandorderly.StructuresofyinandYangfounderstraight,jointwidthshallnotexceed

医院设备管理系统_贺州市人民医院设备科信息化管理

贺州市人民医院自1926年2月创办以来，已经走过近90年的岁月长河。

现全院占地36110.85平方，固定资产总值5亿多元，拥有贺州市设施最先进的现代化住院大楼，是全市规模最大的一家综合性医院。

在医院设备方面，数量庞大，品种繁多，拥有1.5T核磁共振、六十四排CT、双光子直线加速器、大C臂、双台DR、原装进口美国贝克曼生化免疫流水线、高等级B超、高压氧舱、体外循环机、CRRT（血液净化）、骨密度仪、乳腺X光机等先进的诊疗抢救设备。

随着医院的快速发展，医疗服务事业迅速扩大，越来越多的先进设备被引进，对于后勤设备科的管理要求也相应越来越高。

但由于设备科在医院长期处于比较忽视的状态，大量设备的引入使管理出现了更多的问题:

1、台账混乱不清，设备科无法全面并快速掌握全院的物资账目，甚至分布在哪些科室也都只是知道个大概。

2、设备的运行状态需要到临床查看才知道，加重人工工作量。

3、每到提交报表的时候都需要加班来统计对比，耗时耗力。

4、一年一次的盘点很费时费力，加上本身账目有问题，导致很多时候进行盘点也是应andtamping,cleartemplatepriortoplacingthedebris,andwaterwettemplate;controlsincetheheightoftheconcreteshallnotexceed1.5M;densewallbushingwiththesameleveloffineaggregateconcreteforpouringconcretepouring,pouringtoplayeredslopesandadjacenttwolayersofpouringintervalmustnotexceed1h.Strengthenthemaintenanceofwaterproofingconcrete,thebaseboardaftertheconcretehasbeenpoured,immediatelycoveritwithplasticsheetingandstrengtheningconservation.Strengthentheconstructionqualitycontrolofconstructionjoints,horizontalconstructionjointsforFoundationslab,setplatesealingstrip,theconstructionofwaterstopsteelconcretecompacting.Infrontofthepouredconcretewalls,thejointsurfacesforcuttinghair,removefloatingparticles,andrinsetokeepmoist.VIreinforcementEngineering（a）steelrawmaterialrequirementsoftheengineeringdesignofmainstructureofsteelprimarysteelandgradeofsteel.Steelcomesintoplay,shouldbeaccompaniedbythemanufacturer'squalitycertificate,andVisualinspectionbytheengineeringtechnology,materials,personnel,includingspecifications,diametertolerance,havenocracks,pores,surfacecorrosion.InallofsteelqualitycertificatecompleteShi,bytestroombybatchsamplingdoretest,eachbulkisunlikelytoYu60t,eachacceptancebatchinthetakesampleagroup,including2rootpull,and2rootbenttrypieces,5rootsize,andweighttrypieces,trypiecesfromanythreeroot（ortwodisc）steelintheinterception,eachrootsteelShangcutstepshape,controlofstepsize,setasideadecorationproject,torunupanddownthestairsthesamefaçadesteppingangle.4.4reversetriangularplateisintheMiddlebench,reinforcementtimesideboards.Reversetriangularplatesconsistofanumberoftriangularpiecesofwoodnailedtothewood,andtwotriangularwoodblockshighandwideoftherightangleequaltosteponaside,timbersectionfor50mmx100mmandthirdcornerBoardwithbenchsupportcross-ridgedfixedbetweenthesideplates.4.4

（1）expansionjointstemplatesupportset:

firstsupportgoodexpansionjointssideofwalltemplate（wallsidesareformultilayerBoard）,stayitsconcretepouringHou,willitstemplatedemolition,againsupportanothersidewalltemplate,butthiswallbyexpansionjointssidewith200thickhigh-densitysqueezeplasticpolybenzeneBoardfortemplate,anothersideformultilayerBoard,expansionjointsNorth-SouthStatesurfacethewith200x200thickmultilayerBoardboxforacrossdie,tocontrolexpansionjointsofupperandlowerverticaldegrees.4.4

（2）treatmentofconstructionjoints:

thisconstructionisnottheprincipleofconstructionjoints,suchasconstructionjoints,subjecttothefollowingrequirements:

constructionjointinbeamandplatewithsteelmeshorwood-modeblocked.Attentiontotheretentionofconstructionjointsmustbeperpendiculartotheaxisofthebeamandplate,shallremainobliqueCha.Beforethenextconcretepouring,constructionjointsofconcreteshouldbecuttinghair,andloosestonesshouldbeleftfloatingpulp,waterandmoist.5constructionconsiderations5.1templateinstallation,upperandlowercolumnformworksystemshouldbeinstalledonthesameverticalline.5.2templatesoneachfloorafterinstallation,shouldreleaseagentbrushtemplate.5.3forthejointsisgreaterthan2mm,pastethecracktape.5.4nohardhitwhenstrippingpry,topreventdamagetothetemplateandthepouringofconcrete.6qualitystandardforreachedconcreteofstandard,weaccordingtoconcretestructureengineeringconstructionqualityacceptancestandard（GB50204-2002）developedhasinternalcontrolstandard,asXiabyshows:

concretequalityinternalcontrolstandardprojectallowsdeviationnationalstandardsinternalcontrolstandardaxislocation53endofdieShangsurfaceelevation?

5?

3adjacenttwoBoardsurfacelevelpoor22surfaceflatdegrees53preburiedplatecenterlinelocation33preburiedtube,andreservedholecenterlinelocation33preburiedboltcenterlinelocation22Exposedlength+10,0+10,0reservedholecenterlineposition1010sectionsize+10,0+10,0reinforcingthecenterlinelocation55exposedlength+10,0+10,0dieframesupportmusthavesufficientstrength,rigidityandstability,supportingpartsmusthavesufficientsupportarea.Templatesizeisaccurate,seammarksneatandorderly.StructuresofyinandYangfounderstraight,jointwidthshallnotexceed

stepshape,controlofstepsize,setasideadecorationproject,torunupanddownthestairsthesamefaçadesteppingangle.4.4reversetriangularplateisintheMiddlebench,reinforcementtimesideboards.Reversetriangularplatesconsistofanumberoftriangularpiecesofwoodnailedtothewood,andtwotriangularwoodblockshighandwideoftherightangleequaltosteponaside,timbersectionfor50mmx100mmandthirdcornerBoardwithbenchsupportcross-ridgedfixedbetweenthesideplates.4.4

（1）expansionjointstemplatesupportset:

firstsupportgoodexpansionjointssideofwalltemplate（wallsidesareformultilayerBoard）,stayitsconcretepouringHou,willitstemplatedemolition,againsupportanothersidewalltemplate,butthiswallbyexpansionjointssidewith200thickhigh-densitysqueezeplasticpolybenzeneBoardfortemplate,anothersideformultilayerBoard,expansionjointsNorth-SouthStatesurfacethewith200x200thickmultilayerBoardboxforacrossdie,tocontrolexpansionjointsofupperandlowerverticaldegrees.4.4

（2）treatmentofconstructionjoints:

thisconstructionisnottheprincipleofconstructionjoints,suchasconstructionjoints,subjecttothefollowingrequirements:

constructionjointinbeamandplatewithsteelmeshorwood-modeblocked.Attentiontotheretentionofconstructionjointsmustbeperpendiculartotheaxisofthebeamandplate,shallremainobliqueCha.Beforethenextconcretepouring,constructionjointsofconcreteshouldbecuttinghair,andloosestonesshouldbeleftfloatingpulp,waterandmoist.5constructionconsiderations5.1templateinstallation,upperandlowercolumnformworksystemshouldbeinstalledonthesameverticalline.5.2templatesoneachfloorafterinstallation,shoul