動化立體庫貨架安裝規(guī)范

AS/RSRACKINGINSTALLATIONGUIDE

為滿足企業(yè)日益增長的自動化立體倉庫貨架訂單規(guī)定，提高我司立體倉庫貨架的安裝精

度和效率，特制定此規(guī)范。

Inordertomeetourcompany'sAS/RSrackinginstallationprecisionand

efficiencyofourincreasedorder,weformulatethisguide.

一、接到安裝任務(wù)單，找設(shè)計人員溝通圖紙內(nèi)容，拿到所有圖紙（包括方案圖、立柱組裝

圖、橫斜撐的位置），掌握安裝要點、難點，確定使用工具并準備好工具：電錘、

電線、電動扳手、墨斗、常用扳手、手電鉆、經(jīng)緯儀、水平儀、100M鋼卷尺。

Checkandstudyallofdrawingoftheproject.Getmaindesignideaof（heproject.Masterthemainpoint

anddifaculties.Preparethetoolsasfollows:

Electrichammer,electricwire,electricwrench,wrench,fountain,commonly

usedelectricdrill,theodolite,level,100Msteeltape.

安裝人員進入施工現(xiàn)場后，首先對地基狀況、預埋件進行檢測（無預埋件的僅檢測地基）,

合格后方可安裝；如天在規(guī)定范圍內(nèi)，必須將測量的數(shù)據(jù)傳到企業(yè)，等企業(yè)給出詳細處

理方案后再安裝。

TheinstallershouldcheckthebasesituationandtheEmbeddedpartsafterthe

installersgointothesite.IfthebasesituationandEmbeddedpartsisqualified,

theworkersstarttoinstall.Ifnot,installershouldsendthethedateto

company.Aftercompanyoffersomesolution,thenworkercaninstallracking.

注：鑒別條件Discriminantconditions

①地面平整度容許偏差：Ground容許偏差(mm)alloweddeviation

flatnessalloweddeviation:

長窗尺寸(m)Length

W50±10

W150±15

>150±20

②在最大載荷下，貨架基礎(chǔ)地坪口勺沉降變形應(yīng)不不小于1/1000。

UnderMaxload,therackingbaseSettlementdeformeitionshouldbelessthan

1/1000.

三、地面放樣Thegroundsettingout

1.儀器工具：經(jīng)緯儀、水平儀、100M鋼卷尺、墨斗等

Instrumental:theodolite,level,100Msteeltape,inkandother

2.取一點K為放樣基準點(K為倉庫口勺中心點)，根據(jù)土建基精確定X向基準線，將

經(jīng)緯儀架于K點，作出X向基準線H勺垂線為Y向基準線，并校核兩條基準線的垂

直度。分別以K向、Y向基準線作出軌道中心線和柱腳中心線。畫線前一定要找

到貨架H勺安裝基準，假如現(xiàn)場H勺測量的尺寸和圖紙H勺尺寸有誤差，一定要消除誤

差或者把誤差控制在某一種不重要H勺尺寸上。

TotakeabitofKloftingreferencepoint(Kwarehousecenterpoint),according

tothecivilbaselinetodeterminetheXtobaseline,atheodoliteframeatK,

makeXtothedatumlineforYtoverticaldatumline,andcheckingthetwobaseline

verticality.WithXrespectively,Ytothedatumlinetomakethetrackcenterline

centerlineandcolumn.Drawalinetofindtneshelfmountingreference,ifthe

sitemeasurementofsizeanddrawingsizeerror,musteliminateerrorsorerror

controlinoneimportantdimension.

四、將水平儀置于中間的K點，進行地面水平度的測量，

Putthelevelinthe"K"pointandchecktheflatnessoftheground.

逐點測量并記錄貨架底腳及地軌(如無需安裝地軌可不測，地軌測點為地軌底板所在點)

的每一點的水平標高，分析出最高點和最低點，算出地平差量，并驗證此差值與設(shè)計最

大調(diào)整量與否一致；

Measureandrecordthelevelofeverypointoffootplateandgroundrai1.(Measure

pointofthegroundrai1istheshimposition.)

Findthepeakandthelowestpoint.

calculatethehorizontaldifference

如不符合規(guī)定，將少許的超低點補高或超高點減少處理，直至滿足規(guī)定為止。

Ifrequirementsarenotmet,asmallamountofultralowfillhighorsuperhigh

reducingtreatment,untilsatisfied.

預埋已進行澆灌H勺以最高點為基準，其他點補高，數(shù)值偏差較大H勺要告知企業(yè)。

Preburiedhasbeenwateredwiththehighestpointasthereferencepoint,the

other,largerdeviationstoinformthecompany5svalue.

注：常見柱腳固定形式在地面滿足規(guī)定后處理措施

Note:thecommoncolumnfixedforminthegroundtomeettherequirements

ofpostprocessingmethod

架片最高點高3"5m）,第一片吊起后要將其四面拉緊，豎起第二片后連上橫梁，然

后再豎第三片并掛橫梁，根據(jù)設(shè)計規(guī)定安裝背拉和水平拉桿，并安裝天軌吊梁，調(diào)

整好立柱的垂直度、橫梁n勺水平度，滿足規(guī)定后固定底腳，緊固各零部件間的連接螺

栓；然后再豎柱片、掛橫梁，碰到第二列背拉紐時停止豎柱片，安裝背拉和水平拉桿,

大體調(diào)整這一區(qū)域的垂直度、水平度；調(diào)整好后繼續(xù)往前推進豎柱片、掛橫梁，依次

類推，直至吊裝至堆垛機廠家規(guī)定位置，安裝剩余的天軌吊梁（此時各零部件間的連

接螺栓不要緊固）。此前貨架主體（除天、地軌）安裝完畢后，對水平度、垂直度及

通道方向直線度、垂直通道方向直線度進行調(diào)整，滿足設(shè)計規(guī)定后將貨架片柱腳及各

連接螺栓緊固。之后安裝天、地軌，在安裝前以貨架主體畫天、地軌校正線，保證無

誤后才開始安裝，每段軌道調(diào)整完畢后對焊起來。堆垛機進入貨架后再按之前日勺次序

安裝余下口勺貨架。貨架安裝完畢后，全面復查各連接螺栓口勺緊固狀況，使之均處在緊

固狀態(tài)。

Inwoodenassemblingbenchassemblycoluniri,inordertopreventLhespray

layerscratch;accordingtothescenewithcranes,winchesormethods（suchashoisting

winchorhumanwhenfixedpulley,afixedpulleyisfixedpointprinciplethanthe

shelfplatethehighestpointofhigh3~5m）,articlealifttothearoundsecondpieces

oftension,erectedaftertheupperbeam,andthenthirdverticalsliceandhanging

beams,accordingtothedesignrequirementsofinstallationbackpullandhorizontal

tie,andmountingrailcranebeam,column,beamadjustingverticalitylevelness,meet

therequirementsafterthefixedfoot,fasteningpartsbetweentheconnectingbolt;

thenthenverticalcolumn,hangingbeam,columnencounteredsecondbacktensiongroup

stopswhentheverticalcolumn,installationofbackpullandhorizontaltie,broadly

tunedtothisregion,levelnessvertical!ty;afteradjustmentcontinuemovingforward

verticalcolumn,hangingbeam,andsoon,untiltheliftingtostackingmachine

manufacturersrequirementslocation,installationtheremainingrailcranebeam(the

betweeneachpartconnectingboltsdonottighten).Theshelfbody(exceptfordays,

rail)afterinstallation,thelevelness,perpendicularityandchanneldirection,the

verticalchanneldirectionofstraightnessstraightnessadjusting,meetthedesign

requirementsaftertheshelfplatecolumnandtheconnectingbolt.Afterinstallation

ofdays,thetrack,beforeinstallationtotheshelfbodypaintingdays,thetrack

correction,toensurethatthecorrectonlyafterinstal1,eachsectionoftrackafter

adjustingthebutt.Stackercraneintotheshelfafterthepressbeforetheinstallation

sequencetheremainingshelf.Shelvesafterinstallation,acomprehensivereviewof

al1theconneclingbolisfaslening,whichareinthefastenedstale.

注：天地軌安裝規(guī)定(詳細見安裝圖)

Note:theworldrailinstallationrequirements(seethespecificinstallation

diagram)

用水平儀測量每一固定點處地軌上表面日勺水平標高，并通過增減墊片(測量地平時，墊

片應(yīng)擺放好)，使軌道全長日勺水平度在±1mm內(nèi)，基準按設(shè)計規(guī)定為準；

Levelmeterformeasuringafixedpointontherailsurfacelevel,andby

increasingordecreasingthegasket(measuredinpeacetime,thegasketsshall

belaid),makethetracklengthlevelwithin±1mm,accordingtodesign

requirementsforreference;

用水平儀測量地軌頂面，測量位置和調(diào)整方向同上，使其精度控制在每米±0.5mm內(nèi)；

Levelmeterformeasuringrailtopsurface,measuringpositionandadjust

directionibid.,makeitsaccuracycontrolineachmeter±0.5mm;

用經(jīng)緯儀測量地軌側(cè)面，調(diào)整使其每米±lrmn內(nèi)，全長控制在±2mm內(nèi)；

Surveyingwiththeodolitetotrackside,adjusteditspermetre±1mm,

full-lengthcontrolwithin±2mm;

地軌接頭處按圖紙規(guī)定就位后用高碳鋼焊條(KT-42E430,BJ/T4747,506焊條亦可)對

焊，焊后用磨光機打磨，最終緊固壓板螺栓(有定位塊口勺緊貼輕軌焊于底板上)；

Therai1jointsaccordingtothedrawingrequirementsinplacewithhighcarbon

steelweldingrod(KT-42E430,BJ/T4747506weldingrodwelding,afterweldingcan

alsobe)withgrindergrinding,thefasteningclampbolt(withapositioning

blocktolightrailweldedonthebottomplate);

軌道頂部表面及頂部兩個側(cè)面要打磨光，軌道頭部橫向外輪廓表面的打磨按如下規(guī)定進

行，軌道頭部下表面不必磨光，但要磨平。

Topofrailsurfaceandthetoptwosidestobepolished,railheadhorizontal

surfacegrindingaccordingtothefollowingrequirements,railheadsurfaceneed

notbepolished,butberemoved.

、軌道頂面的局部規(guī)定：在±50mm長度內(nèi)局部凹深WO.lmm,用磨光設(shè)備輕易作到

此項規(guī)定。

Thetopsurfaceofthelocaltracks:±50mmlengthlocalconcavedcepW0.1mm,with

polishingequipmenteasytoachievethisrequirement.

2）、軌道側(cè)面日勺局部規(guī)定：在±100nmi長度內(nèi)局部凹深WO.5nm1。

Thetracksidelocalrequirements:inthc±100mmlengthlocalconcave

deepW0.5mm.

3）、總公差應(yīng)符合原則FEM9.831的規(guī)定。Generaltolerancesshallbeinaccordancewith

theFEM9.831standardrequirements.

4）、熔焊接頭的軌道頭下表面及軌道腹板應(yīng)磨得與原輪廓表面一致，以防止車輪

被抬起、傾斜或被鉤絆住。

Weldingjointrailheadsurfaceandtherailwebsshal1bewernwiththe

originalcontoursurface,topreventthewheelsareraised,tiItedorhook

snagging.

圖15軌道Fl勺打磨

、軌道頂部凸緣口勺下側(cè)應(yīng)平滑，無毛刺及大的凸起焊疤，以防止導致車輪運行的障

礙。在兩條軌道接頭處焊成的軌道腹板兩側(cè)面亦應(yīng)磨平，此平面亦作為支撐輪滾動

的表面。

Tracktothetopofthelowersideoftheledgeshallbesmooth,noburrandraisedwelding

scar,inordertoavoidwheelrunningobstacle.Intworailjointsweldedrailwebsideshouldalsobe

removed,theplanealsoasasupportingwheelrollingsurface.

6）、天軌對接處盡量貼合或按圖紙就位，調(diào)整好垂直及水平彎曲容許偏差后采月對焊措施焊

接，角鋼天軌還應(yīng)在天軌上表面焊接連接板，焊后打磨。

Railjointdrawingsortoengageinplace,adjusttheverticaland

horizontalbendingtoleranceaftertheintroductionofbuttweldingmethod

welding,steelrailshouldalsointhedaysofrailsurfaceweldedwith

aconnectingplate,weldingaftergrinding.

六、安裝過程中需注意如下事項：Theinstallationprocessshouldpayattentionto

thefollowingmatters:

1、所有螺栓和連接面要除銹；天、地軌的對接焊縫必須平整光滑，焊縫不容許突出軌道表面,

以免影響堆垛機運行。

Al1boltsandconnectingsurfacetorust;day,railbuttweldshallbesmooth,

notallowedtohighlighttheweldsurfaceoftherai1,soasnottoaffectthe

stackingmachineoperation.

2.化學螺栓的|安裝Chemicalboltinstallation

2.1.作業(yè)前準備Preparationbeforeoperation

2.1.1、化學螺栓由化學膠管、螺管、墊圈及螺母構(gòu)成，螺桿、墊圈、

螺母(六角)一般有鍍鋅鋼和不鍍鋅鋼兩種，藥劑管內(nèi)藥劑有反應(yīng)樹脂、

固化劑和石顆粒等成分。C

Chemicalboltbychemicalhose,spiralpipe,washerandnut,screw,

washer,nut(six)generallyhavegalvanizedsteelandgalvanized

steelpipetwo,pharmaceuticalchemicalsreactionresin,curing

agentandstoneparticlescomposition.

2.1.2.鉆機及鉆頭在打孔時，要使用與錨栓匹配的自動保障孔深

的鉆機和鉆頭。鉆孔深度由設(shè)計師根據(jù)使用規(guī)定和設(shè)計規(guī)范確定。

Drillanddrillindrilling,tousewithanchorboltmatchingautomaticsecurityhole

deepdrillingriganddrillbit.Drillingdepthbythedesigner

accordingtotheuserequirementsanddesignspecificationsto

determine.

2.1.3、吸塵器、彈性毛刷、木箱(300*200*200),月于安裝螺栓

前清理孔中的混凝土粉塵。

Vacuumcleaner,elasticbrush,woodenbox(300*200*200),formounting

boltsconcretedustcleaningbeforeKongZhong.

2.2、質(zhì)量規(guī)定Qualityrequirements

2.2.1.為了充足發(fā)揮一種錨栓的最大承載能力，必須保障一定的

間距、邊距、構(gòu)件厚度，數(shù)據(jù)以廠家提供口勺技術(shù)參數(shù)為準。

Inordertogivefullplaytoananchorboltisthemaximumbearing

capacity,mustguaranteeacertainspacing,distance,thickness,data

formanufacturerstoprovidetechnicalparametersfor.

2.2.2.鉆孔口勺孔徑遵照規(guī)范或產(chǎn)品闡明書。

Drillingdiameteraccordingtothespecificationsorproduct

spec!ficalion.

2.2.3.在施工前，應(yīng)遵照規(guī)范對施工H勺化學螺栓進行拉拔試驗，

拉拔試驗的力遵照規(guī)范或產(chǎn)品闡明書規(guī)定。

Beforetheconstruction,shouldbeinaccordancewiththenormsof

constructionchemicalboltpullouttest,pullouttestforceaccording

tothespecificationsorproductspecification

2.3.工藝流程：Technologicalprocess

鉆孔一清孔f置入藥劑管一鉆入螺栓一凝膠過程f硬化過程f固定物體。

Drilling-*holecleaning-*chemicaltubeplacement->dri11intothebolt->

Gelprocess->Hardeningprocess-*Fixedobject

2.3.1.鉆孔：

先根據(jù)設(shè)計規(guī)定，按圖紙間距(相鄰錨栓軸線間的距離D、邊距(錨柱軸線

至構(gòu)件自由邊緣日勺距離)定好位置，在基材上鉆孔，按設(shè)計螺栓型號，根據(jù)螺栓的安裝參數(shù)表

確定孔徑、孔深，由錨栓類型及尺寸來決定需要的鉆孔深度，除少數(shù)例外狀況，一般不小于錨

同深度(從錨固基礎(chǔ)構(gòu)造表面到螺桿底端的距離，是影響其承載力的重要參數(shù))。螺桿型號日勺

選擇要滿足錨固厚度的規(guī)定，錨固厚度等于被錨固物體的厚度(包括裝飾層厚度)。與化學螺

栓有關(guān)日勺參數(shù)，安裝參數(shù)如表1,供安裝參照。

Accordingtothedesignrequirements,drawingsbyspacing(the

distancebetweenadjacentanchoraxis),themargins(anchoraxistothememberfree

edgedistance)setthepositiononasubstrate,drilling,accordingtothedesign

ofboltmodels,accordingtotheboltinstallationparametersdeterminetheaperture,

deep,byanchorbolttypeandsizetodecideneedtodrillholedepth,withafew

exceptions,isgenerallygreaterthantheanchoringdepth(fromanchoragefoundation

structuresurfacetoscrewthebottomendoftherange,istheimportantparameter

influencingtheirbearingcapacity).Screwtypechoicetomeettherequirementsof

theanchorageanchoragethickness,thicknessequaltotheanchoredobjectthickness

(containingthedecorativelayerthickness).Andchemicalboltsrelatedparameters,

installationparametersasshowninTable1,forinstallationreference.

表1化學螺栓安裝參數(shù)

型號M8M10M12M16M20M24M30

螺桿直徑(mm)M8M10M12M16M20M24M30

螺桿全長L(mm)110130160190260300380

鉆孔直徑DB(mm)10121418252835

埋設(shè)深度T(mm)8090110125170210280

固定物厚度Smax(mm)14202535656570

最小基材厚度D(mm)130140160175220260330

最大扭緊扭距Mp(Nm)10204080150200400

如有需要可根據(jù)規(guī)定增長孔深以增大強度

單個錨栓平均破壞載荷(KN)

型號M8M10M12M16M20M24M30

拉拔力5.8級鍍鋅螺桿1831.845.772.6110.6155.3240.7

C30碎A4不銹鋼22.334.556.172.6128.9158.6—

剪力5.8級鍍鋅螺桿11.418.226.548.575.2110173.2

C30碎A4不銹鋼15.424.335.365.8102.9105.6—

單個錨栓設(shè)計載荷(KN)

型號M8M10M12M16M20M24M30

拉拔力5.8級鍍鋅螺桿7.512.51S2942.559.789

C30校A4不銹鋼7.512.5192942.559.7—

剪力5.8級鍍鋅螺桿7.712.117.733.051.474.2117.8

C30碎A4不銹鋼8.313.119.035.355.273.2—

以上鍍鋅螺桿規(guī)定:

⑴、5.8級符合ISO-898Tl

⑵、最低破壞強度.50Kg/mm2

⑶、屈服強度.40Kg/mm2

⑷、鍍鋅厚度.至少5⑷1

;不

銹鋼螺桿拉拔力安全系數(shù)2.5-3.0,剪切力安全系數(shù)1.4-1.8o

Galvanizedscrewrequirementsabove:

?In5.8,withIS0-898TI

?Themininumbreakingstrength,.50Kg/mm2,

?theyieldstrengthof.40Kg/mm2

?galvanizedthicknessofatleast5Hm.

Designloadpress:galvanizedscrewpulloutsafetycoefficient2.4-2.7,

shearsafetyfactor1.4~1.5;noStainlesssteelscrewpulloutsafety

coefficient2.5~3.0,shearsafetyfactor1.4~1.8.

2.3.2.清孔Cleanthehole

(1)用壓縮氣體吹盡孔內(nèi)粉屑。Useconpressedgastoblowoffdustashole.

(2)用毛刷將孔內(nèi)壁附著代I粉屑清除。Brushthedustattachedontheinner

walloftheholeclearance.

(3),二環(huán)節(jié)反復多次，最大程度清盡孔內(nèi)粉屑。Repeatthe

(1)and(2),Maximumclearasholepowder.

注意：note:

a為了防止固著強度減少，請一定要打掃孔內(nèi)。Inordertopreventthefixation

strengthreducing,pleasebesuretocleanthehole.

b由于壓縮氣體只能吹用L內(nèi)浮灰彳/㈱孔內(nèi)壁附魯用相清除因

此

請務(wù)必使用毛刷。Becausethecompressedgascanflowasholefloating

dust,isdifficulttobeattachedontheinnerwallofthedustremovalhole,so

besuretousethebrush.

2.3.3.植入藥劑管Implantationagenttube

將藥劑管插入潔凈的孔中，插入時保證樹脂在手溫條件下能像蜂

蜜同樣流動，方

可使用藥劑管。Chemicaltubeinsertedintothecleanhole,insertthat

resininhandtemperatureconditionslikehoneyflow,canuseagenttube.

2.3.4.鉆入螺栓Drillingbolts

2.3.4.1.用電鉆旋入螺桿，直至藥劑流出為止。Withtheelectric

dril1isscrewedintothescrew,untilthedrugefflux.

2.3.4.2、電鉆使用專用配套電鉆(具有鉆孔和旋入螺桿的雙重功能)，鉆

速為750n/min0

Electricdrillusedforsupportingelectricdrill(withdrillingand

screwingscrewdoublefunction),drillingspeedis750N/min.

2.3.4.3.螺栓旋入，藥劑管破碎，樹脂。固化劑和石英顆?；旌希⑻畛溴^栓與孔壁

之間的孑L隙。Boltisscrewedintothepipebroken,agent,resin.Curing

agentandquartzparticlesmixing,andfillstheanchorboltandthe

holewallbetweenthepore.

2.3.4.4、藥劑管插入潔凈的濕孔時，孔內(nèi)水必須排出鉆孔，但凝膠過程及硬化過程日勺等待

時間必須力口倍。Reagenttubeisinsertedintothecleanwethole,porewatermustdrain

hole,butgelationprocessandhardeningprocessofwaitingtimemustredouble.

2.3.5.凝膠過程Gelprocess

保持安裝工具不動(凝膠時間不低于表2有關(guān)時間)oKeeptheinstallationtool

doesnotmove(geltimeofnotlessthanthetimeofsheet2).

2.3.6.硬化過程Hardeningprocess

取下安裝工具靜待藥劑硬化（硬化時間不低于表2有關(guān)時間規(guī)定）。

Removethemountingtoolforchenicalhardening(hardeningtimeof

notlessthanthetimerequiredofsheet2).

表2化學反應(yīng)時間

化學反應(yīng)時間

溫度（℃）凝膠時間（min）硬化時間（min）

-5-060300

0-103060

10^202030

20~40820

2.3.7^固定物體Fixedobject

待藥劑完全硬化后，加上墊圈及六角螺母固定物體。Tobecompletelyafter

hardeningagent,plusawasherandnutsixanglefixedobject.

影響原因

施工方向?qū)讨τ绊懣變?nèi)清掃程度影響

標準灣掃

只氣體清掃

只毛刷清掃

沒有清掃

0%20%40%60%8（?100%120%

固著力

餌接時間內(nèi)焊接熱對固著強度影響孔徑對拉拔力影響（以直徑12mm為例）

點焊焊接

瓦斯焊接

無焊接

0%20%40%60%80%100%120%

同著力

孔內(nèi)狀態(tài)對固著力影響過度攪拌對固著力影響

叵

-i一r

世

弗

迪

㈤

2.4.施I：規(guī)定及注息點Constructionrequirementandpointsforattention

2.4.1.施工規(guī)定Constructionrequirement

.I.施工時，根據(jù)施工部位組織勞動力-如在地面操作時，施工量不大時，配1人打孔,

1人清孔，然后2人安裝便可以。Duringconstruction,accordingtotheconstructionsite

organizationoflabor.Asingroundoperations,constructionquantity,withlhole,Ihole

cleaning,andthe2installationcan.

2.4.1.2、當錨固對象較大時，并且在高空操作時，每臺鉆配2人打孔（1人鉆孔，1

人輔助），1人清孔。其他輔助工人根據(jù)錨固對象尺寸、重量、環(huán)境日勺詳細狀況確定數(shù)量。鉆

機歐I數(shù)量根據(jù)工作量及進度規(guī)定考慮班數(shù)。Whentheanchorobjectislarge,andinhigh

altitudeoperation,eachwith2benchdrillhole（Iholes,1assisted）,Ihole

cleaning.Otherauxiliaryworkersaccordingtotheanchorobjectsize,weight,

environmentalcircumstancestodeterminethenunberof.Rignumberaccordingtothe

workloadandscheduleconsideringthenumberofclasses.

2.4.2.注意點pointsforattention

2.4.2.1.鉆機防止漏電事故，機具操作嚴格按操作規(guī)程作業(yè)。Drilltoprevent

leakageaccident,equipmentoperationinstrictaccordancewiththe

operationprocedures.

2.4.2.2、需搭設(shè)腳手架操作時，應(yīng)按合格方案搭設(shè)和使用。Needscaffoldoperation,

shal1bequalifiedplanerectionanduse.

2.4.2.3.規(guī)定嚴格執(zhí)行現(xiàn)場有關(guān)操作規(guī)程和安全管理規(guī)定。Demandingthe

implementationoftheoperationproceduresandsafetymanagementregulations.

七、對安裝調(diào)試完畢后的貨架進行全面檢查，包括螺栓、花籃盤的緊固，水平度、垂直

度的）數(shù)據(jù)搜集；對噴塑層破?員處進行補漆。Theinstallationiscompletedaftertheshelves

loconducLacomprehensiveirispecIion,includingbolIs,flowerbasketplaLefasLening,

levelness,perpendicularitydatacollection;thespraylayerdamagerepairpaint.

①注：貨架交驗精度規(guī)定Note:shelvesinspectionaccuracyrequirements

②每一貨架片沿巷道長度和寬度方向的垂直極限偏差為10麗；Eachshelfalongthe

tunnellengthandwidthdirectionverticallimitdeviationof10mm

貨架同層橫梁高度偏差為±