版權(quán)說明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請(qǐng)進(jìn)行舉報(bào)或認(rèn)領(lǐng)
文檔簡(jiǎn)介
~~TheReinforcedEarthCompany8614WestwoodCenterDriveSuite1100,Vienna,Virginia22182(703)821-1175-NOTETOCONTRACTORSONLYTHEFOLLOWINGMATERIALSARESUPPLIEDBYTHEREINFORCEDEARTHCOMPANY:NOTETOCONTRACTORSONLYTHEFOLLOWINGMATERIALSARESUPPLIEDBYTHEREINFORCEDEARTHCOMPANY:PRECASTCONCRETEFACINGPANELSSOILREINFORCEMENTSBOLTSETS(FORATTACHINGPANELSTOTHESOILREINFORCEMENTS)BEARINGBLOCKSRUBBERSHIMSFILTERCLOTHANDADHESIVE(FORPANELJOINTSONLY)ANYOTHERMATERIALSCALLEDFORINTHECONTRACTPLANSORSPECIFICATIONSARETOBESUPPLIEDBYTHECONTRACTOR.ANYJOINTMATERIALSSHOWNATTHEINTERFACEOFPRECASTPANELSANDCASTIN-PLACECONCRETESTRUCTURESARETOBESUPPLIEDBYTHEERECTIONCONTRACTOR.ALLSANDBLASTING,PAINTING,SEALERSOROTHERSPECIALAPPLIEDCOATINGSAREALSOSUPPLIED/INSTALLEDBYTHECONTRACTORINTHEFIELDFOLLOWINGPANELERECTION.THEREINFORCEDEARTHCOMPANYSUPPLIESPRECASTCONCRETEFACINGPANELSANDACCESSORIESTOBEUSEDINCONJUNCTIONWITHOTHERMATERIALSINTHECONSTRUCTIONOFTHEREINFORCEDEARTH RETAININGWALLSDETAILEDHEREIN.THECONSTRUCTIONANDQUALITYCONTROLPROCEDURESMANUALFURNISHEDBYTHEREINFORCEDEARTHCOMPANYISINTENDEDTOPROVIDEAGENERALEXPLANATIONOFTHESYSTEM.ITISTHECONTRACTOR'SOBLIGATIONTODEVISEANDEXECUTEAPROJECTSPECIFICERECTIONSEQUENCE,PANELUNLOADING,HANDLINGANDBRACINGSYSTEM,ANDFALLPROTECTIONSYSTEM.THEBRACINGSYSTEMSHOWNINTHECONSTRUCTIONANDQUALITYCONTROLPROCEDURESMANUALISGENERALINNATUREANDDOESNOTACCOUNTFORPROJECTSPECIFICCRITERIA.COMPLIANCEWITHTHEGUIDELINESINTHISMANUALDOESNOTRELIEVETHECONTRACTOROFITSRESPONSIBILITYTOADHERETOTHEPROJECTPLANS,SPECIFICATIONSANDCONTRACTDOCUMENTSORCOMPLIANCEWITHALLFALLPROTECTION,SAFETY,LAWS,STANDARDSANDPROCEDURESATTHEJOBSITE.CONTRACTORSSHOULDTAKESPECIALPRECAUTIONSTOPREVENTTHEPANELSFROMSHIFTINGORFALLINGDURINGTHEERECTIONPROCESS.THEDESIGNCONTAINEDONTHESEDRAWINGSISBASEDONINFORMATIONPROVIDEDBYTHEOWNER.ONTHEBASISOFTHISINFORMATION,THEREINFORCEDEARTHCOMPANYISRESPONSIBLEFORINTERNALSTABILITYOFTHESTRUCTUREONLY.EXTERNALSTABILITYDESIGNINCLUDINGFOUNDATIONANDSLOPESTABILITYISTHERESPONSIBILITYOFOTHERS.THESEDRAWINGSARECERTIFIEDWITHRESPECTTOTHEINTERNALSTABILITYOFREINFORCEDEARTHSTRUCTURESONLY.THISDRAWINGCONTAINSINFORMATIONPROPRIETARYTOTHEREINFORCEDEARTHCOMPANY,ANDISBEINGFURNISHEDFORTHEUSEINCONNECTIONWITHFOOTPROJECTSONLY,ANDTHEINFORMATIONCONTAINEDHEREINISNOTTOBETRANSMITTEDTOANYOTHERORGANIZATIONUNLESSSPECIFICALLYAUTHORIZEDINWRITTINGBYTHEREINFORCEDEARTHCOMPANY.THEREINFORCEDEARTHCOMPANYISEXCLUSIVELICENSEEINTHEUNITEDSTATESUNDERPATENTSISSUEDTOHENRYVIDAL,ANDTHEFURNISHINGOFTHISDRAWINGDOESNOTCONSTITUTEANEXPRESSEDORIMPLIEDLICENSEUNDERTHEVIDALPATENTS.THISSYSTEMSHALLBEUSEDINSLIGHTLYORMODERATELYAGGRESSIVEENVIRONMENTSONLY.CRUCIFORMANDSQUAREPANELS珍DESIGN退ISBA動(dòng)SEDON齡THEA酒SSUMPT態(tài)IONTH妨ATTHE翠MATER劣IALWI虎THINT宮HE增REINFO慨RCEDE棵ARTHV旱OLUME,掀METHO施DSOF曾CONSTR槍UCTION詠ANDQ蔥UALITY貴OFPRE灌FABRIC月ATEDM盲ATERIA但LSSHA毀LLCON糟FORMT袋OTHE順CONTRA涂CTING星AGENCY百'奴STECH餡NICAL滑SPECIF躁ICATIO企NS(SE層CTION詠548)F潔ORREI泊NFORCE踏D勾EARTH朵WALLS辭12.搬BACKFI微LLMAT防ERIAL魯SHALL仗BECOM丑PACTED向INAC滋CORDAN極CEWIT歉HSEC懼548衡TOAL曾EVELO侍F咽2"±丙ABOVE扣THET釋IESTR帳IPSEM叨BEDDED建INTH瞞EPANE降LS.它INSTAL襪LATION拌OFSO劉ILREI答NFORCE腳MENTS文SHALL淚BEPER據(jù)MITTED腎ONLY灑AFTER指PLACEM眨ENTAN苗DCOMP橋ACTION碰OFTH話EBACK滑F(xiàn)ILLM批ATERIA向LHAS勢(shì)REACHE奪D羞THERE怕QUIRED僅LEVEL渠.蒙13.涉IFSTR蝦UCTURE咬SINE堂XCESS鎮(zhèn)OF20'愿INHE狠IGHTO埋CCUR,務(wù)THEFI旺NISHED紡GRADE見2.唯SOILP貧ARAMET外ERS:硬SEEWA透LLCON涂TROLD泛RAWING缺SFOR失SOILC綢HARACT燦ERISTI登CSOF騎FOUNDA炮TION猴MATERI追ALTO碎BEUSE沿DINT警HEDES閱IGNOF特THEW嘆ALLSY很STEM.俗THE糞CONTRA趨CTORS昌HALLP餡ROVIDE厚SOIL購DESIGN折PARAM轎ETERS乎FORBA劫CKFILL撲MATERI晨ALBAS擱EDON鍵THEAC機(jī)TUALS導(dǎo)OILCH繳ARACTE榴RISTIC綠SUTIL撞IZEDA骨T材INFRO胸NTOF悔THEWA灣LLSHA歇LLBE筍PLACED胡ANDC詢OMPACT悉EDBEF囑OREWA挖LL改CONSTR棕UCTION鼠EXCEE豪DSAH嗓EIGHT般OF20廢'扔.釘 誰FINISH阿EDGRA簡(jiǎn)DEBAC鋸KFILL隱SHALL蛛BECOM叢PACTED前TO95感%OFA某ASHTO爹T-180朵UNLES清SOTHE娃RWISE截DIRECT踐EDBY督THEEN奪GINEER落.翠THESI現(xiàn)TE.TH租EVALU蜂ESOF末FRICTI釘ONANG她LE(0)議,COHE施SION(勤c)A登ND拾TOTAL銀UNITW碗EIGHT刷(y)旬SHALL繪BEPRO夸VIDED饞INTHE吃SHOP峽DRAWIN允GS.郵14.葛ITIS鈔THECO龜NTRACT貧OR澆'姜SRESP亞ONSIBI由LITYT夾ODETE閃RMINE暑THELO腫CATION鑄OFANY盆GUARD紙RAILP驕OSTSB酬EHIND卸THERE公I(xiàn)NFORC桃EDEAR葡THPAN瀉ELSPR井IOR犧TOPLA爐CEMENT防OFTH裹ETOP挖LAYER德OFSOI均LREIN躬FORCEM贈(zèng)ENTS.撞INDIVI幣DUAL魔REINFO雅RCEMEN柔TSMAY棉BESK生EWEDU慘PTO1激5'TO對(duì)AVOID冬THEPO責(zé)STLOC奪ATIONS委3.錯(cuò)THEMA熔XIMUM籌APPLIE緞DBEAR征INGPR佩ESSURE配ATTH椒EFOUN腳DATION鑄LEVEL溝ISAS臥SHOWN滴ONTHE捕WALL妨ELEVAT須IONSF訊OREAC論HDESI辦GNCAS翼E.首ITIS眨THERE皮SPONSI勝BILITY膏OFTH貼EOWNE厚RTOD卵ETERMI潑NETHA侄TTHIS院APPLIE可DBEAR憑INGPR珍ESSURE慈ISAL傘LOWABL熱EFOR反THATL門OCATIO蔬N.森IFAUT呀HORIZE鄙DBYT舞HEENG氣INEER.拉 秀ANYDA娛MAGED疤ONETO齒THE睛SOILR拴EINFOR汁CEMENT拐SDUE茫TOTHE飾INSTA嚷LLATIO嶄NOFT巷HEGUA候RDRAIL貢SHALL尋BEREP督AIRED鉛BYTHE慢CONTR筍ACTOR己ATTHE邀CONTR裹ACTOR注'澤SEXPE康NSE.碗15.菌IFEXI零STING席ORFUT山UREST挖RUCTUR成ES,PI女PES,F望OUNDAT鼓IONSO漆RGUAR雁DRAIL紋4.值A(chǔ)NYUN排SUITAB翁LEFOU免NDATIO臺(tái)NMATE挑RIALB葡ELOWT恭HEREI茅NFORCE艷DEART苦H密VOLUME夫,ASD摘ETERMI疾NEDBY辣THEE紗NGINEE元R,SHA軟LLBE拌EXCAVA徹TEDAN訓(xùn)D碎REPLAC束EDWIT珍HSUIT涌ABLEM閉ATERIA貫LORO潤THERWI早SESTA斯BILIZE宰DAS掉DIRECT怖EDBY晌THEEN冊(cè)GINEER得.眨POSTS液WHICH拐AREWI討THINT殲HEREI蠅NFORCE謀DEART偽HVOLU傷MEINT午ERFERE繞WITHT粱HENOR壺MALPL懷ACEMEN蔥TOFS蘇OILRE常INFORC襲EMENTS刷ANDS裂PECIFI菊C殺DIRECT脹IONHA慣SNOT拼BEENP論ROVIDE筆DONT端HEPLA勺NS,TH鞏ECONT經(jīng)RACTOR餃SHALL包NOTIFY優(yōu)THEE冒NGINEE擱RTOD免ETERMI棗NEWHA漆TCOUR領(lǐng)SEOF問ACTION放SHOUL南DBET盈AKEN.淹5.手REINFO喚RCING老STRIPS狡FORR專EINFOR智CEDEA凳RTHWA準(zhǔn)LLSSH洗ALLBE族131/李32變"姐WIDEA叮ND搏5/32糊"附THICK忠,AND振SHALL家CONFOR乏MTOT雞HEPHY懲SICAL丟AND希MECHAN蜜ICALP貝ROPERT穴IESOF歐ASTM幻A-572宅GRADE俯65.G彈ALVANI饅ZATION雀SHALL呼BEAPP挑LIEDI孕NACCO蔽RDANCE藥WITH金ASTM室A-123.陜16.仁TOPPA毀NELSB慈ENEATH鴉COPIN賞GSHAL或LHAVE拐#4DO康WELSP諒ROTRUD拋ING肉FROMT室HEIRT惹OPEDG蜂E.綱17.傻FOROT冊(cè)HERIN撈FORMAT衛(wèi)IONPE向RTAINI箭NGTO倡WALLC抵ONSTRU罩CTION喚PLEASE庫6.孫HALAD頸DERSS槐HALLB妹ESUPP近LIEDB趣YTHE蔑REINFO胡RCEDE婆ARTHC逐OMPANY僚,嚴(yán)ANDSH露OPFAB牲RICATE幻DOFC爆OLDDR墳AWNST薦EELWI致RECON劑FORMIN這GTOT玻HE允PHYSIC駐ALAND癥MECHA主NICAL歡PROPER伶TIESO斷FASTM斷扣A-82.兩 縱ALLWE蟲LDING快REFER邊TOTHE狠REINF瘦ORCED揚(yáng)EARTH駛CONSTR帆UCTION跨MANUA碎L.底SHALL日BEIN捉ACCORD喊ANCEW符ITHAS圖TM護(hù)A-185.幣 挺GALVAN淚IZING陡FOR行PERMAN姜ENTWA級(jí)LLSYS暑TEMSS扮HALLC珍ONFORM按TOTH戚EMINI療MUM臣REQUIR齡EMENTS裂OFAS尿TM假A-123洪ORAA投SHTOM寸111(2繞OZ/SQ悔.FT.)寬.襖HALAD僑DERRE瘡INFORC歸EMENTS晴MAYB謹(jǐn)EUSED頓ONLY慢ONWAL舅LSWIT糖H見HEIGHT恩S20F炸TORL河ESS.森18.醬THECO腦NTRACT聰ORIS穗RESPON猜SIBLE英FORGR扯ADUALL梨YDEFL姐ECTING合UPPER飼SOILR誠EINFOR群CEMENT常SDOWN山WARDT定OAVOI羞DCONF萄LICTS脾WITHP垮AVING登AND蝶SUBGRA權(quán)DEPRE針PARATI健ON.TH帆ECONT控RACTOR籠'承SATTE測(cè)NTION填I(lǐng)SDIR嬸ECTED演ESPECI翻ALLYT卷OSITU恰ATIONS換WHERE根ROADW證AYSUP羅ERELEV掛ATION糊AND/OR禿SOILM具IXING戶AREAN匙TICIPA純TED.THEMINIMUMFACTORSOFSAFETYREQUIREDFORDESIGNOVERTURNING=2.0THEMINIMUMFACTORSOFSAFETYREQUIREDFORDESIGNOVERTURNING=2.0SLIDING=1.5INTERNALPULLOUT=1.5(ALLOWABLEDEFORMATION=0.75INCH)BEARINGCAPACITY=2.5OVERALLSTABILITY=1.5STEELSOILREINFORCEMENT=0.55FyATENDOFDESIGNLIFEAND0.50FuATNETSECTIONOFBOLTEDCONNECTIONMAXIMUMPULLOUTFACTORf*(FORSAND)=1.5(FORLIMEROCK)=2.0WALLCONSTRUCTIONREINFORCEDEARTHWALLSINCURVESWILLFORMASERIESOFSHORTCHORDSOF4'-11"EACHTOMATCHDESIREDWALLALIGNMENT.NOMINALSOILREINFORCEMENTLENGTHSTHESOILREINFORCEMENTLENGTHSSHOWNONTHEPLANS,MEASUREDFROMBACKFACEOFPANEL,ARETHENOMINALLENGTHSREQUIREDBYCALCULATION.THEACTUALFABRICATEDREINFORCEMENTLENGTHSAREOFTENLONGER(UPTO6")DUETOMANUFACTURINGTOLERANCES.THEREQUIREDHORIZONTALLIMITOFGRANULARBACKFILLISEQUALTOTHENOMINALSOILREINFORCEMENTLENGTH.PANELFINISHTHEPRECASTPANELSFORTHISPROJECTSHALLHAVEAPLAINSTEELFINISHUNLESSOTHERWISESPECIFIEDONTHERETAININGWALLCONTROLPLANS.FORLOCATIONANDALIGNMENTOFREINFORCEDEARTHWALLS,SEERETAININGWALLCONTROLPLANS.IFMANHOLESANDDROPINLETSAREPRESENT,THEYSHALLBELOCATEDASSHOWNONWALLELEVATIONS.RETAININGWALLSYSTEMS
THEREINFORCEDEARTHCOMPANY
REINFORCEDEARTHWALLSTATEOFFLORIDADEPARTMENTOFTRANSPORTATIONAPPROVEDBYWilliamN.RETAININGWALLSYSTEMS
THEREINFORCEDEARTHCOMPANY
REINFORCEDEARTHWALLSTATEOFFLORIDADEPARTMENTOFTRANSPORTATIONAPPROVEDBYWilliamN.Nickas,P.E.SBIeSctresOesignEngineer/of/6DATE:01-01-05INTERIMSTANDARDSHEETNOS.I-16OF16AREAREPLACEMENTOFINDEXNO.5015OFTHEDESIGNSTANDARDSBOOKLETDATEDJANUARY2004.W.INTERIMSTANDARDSHEETNOS.I-16OF16AREAREPLACEMENTOFINDEXNO.5015OFTHEDESIGNSTANDARDSBOOKLETDATEDJANUARY2004.W.050/5STATEOFFLORIDADEPARTMENTOFTRANSPORTATIONRETAININGWALLSYSTEMS
THEREINFORCEDEARTHCOMPANY
REINFORCEDEARTHWALLINTERIMSTANDARDSHEETNOS.I-16OF16AREAREPLACEMENTOFINDEXNO.5015OFTHEDESIGNSTANDARDSBOOKLETDATEDJANUARY2004.4'-11"(TYPICAL)OFJOINT1-JOINTJOINTW.050/51742of/6FRONTFACEOFPANELTIESTRIPL41.54cq>rialll4>ria540/WINbi.N!x..111lle.111lila&~ 111 111 O~ 111STATEOFFLORIDADEPARTMENTOFTRANSPORTATIONRETAININGWALLSYSTEMS
THEREINFORCEDEARTHCOMPANY
REINFORCEDEARTHWALLINTERIMSTANDARDSHEETNOS.I-16OF16AREAREPLACEMENTOFINDEXNO.5015OFTHEDESIGNSTANDARDSBOOKLETDATEDJANUARY2004.4'-11"(TYPICAL)OFJOINT1-JOINTJOINTW.050/51742of/6FRONTFACEOFPANELTIESTRIPL41.54cq>rialll4>ria540/WINbi.N!x..111lle.111lila&~ 111 111 O~ 111
rmlMruin iiin 1~.iliafill 0,114 ~~..111°~~4~ ~1iriib11~ ~~riv~11"1,)..d b4l~I 1 I 1 1HORIZONTALWIDTHOFCLOTH1'-6"(TYP.)LEVELINGPADJ 'PANELJOINTNOTE:STRIPSOFFILTERCLOTHSHALLBEPLACEDONBACKFACEOFPANEL,OVERPANELJOINTS.FILTERCLOTHSHALLBEADHEREDTOBACKFACEOFPANELSUSINGANADHESIVECOMPOUNDSUPPLIEDBYTHEREINFORCEDEARTHCOMPANY.ADHESIVESHALLBEAPPLIEDTOPANELTHENFILTERCLOTH(CARTHAGEMILLSTYPEFX-45HSOREQUAL)SHALLBEAPPLIEDTOPANELS.FILTERCLOTHDETAILPARTIALELEVATION-BACKFACEPANELTHICKNESSREINFORCEMENTDESIGNATION*PANELREINFORCEMENT(N2)MAXIMUMALLOWABLEHORIZONTALSTRESSATFACING(kPa)51/2"R40.44VERTICAL0.58HORIZONTAL1.19R60.66VERTICAL0.78HORIZONTAL1.46R71.18VERTICAL1.78HORIZONTAL2.58*TOTALAREAOFSTEELREQUIREDPER"TYPEA"PANEL.NOTES:REINFORCINGSTEELTOBEA615GRADE60.3/8"x3/8"CHAMFERSHALLBEPROVIDEDONALLEXPOSEDEDGES(FRONTFACEONLY).ALLPANELTYPESANDOTHERRELATEDELEMENTSWILLBEDETAILEDONSHOPDRAWINGS.ALLPANELSSHALLHAVETWOLIFTINGINSERTSOFONETONCAPACITYEACH.PANELDESIGNTHICKNESSIS51/2".THICKNESSOFCONCRETEMUSTINCREASETOACCOMMODATEANYARCHITECTURALSURFACEFINISHTHATMAYBESPECIFIED.ACTUALPANELREINFORCEMENTFORALLPANELTYPESONTHISPROJECTISDESIGNATEDABOVE.R4ILLUSTRATEDFORINFORMATIONONLY.SECTIONC-CPANELTYPE"A"WITHR4REINFORCEMENTFRONTVIEWSECTIONA-A11/2"CONNECTIONDETAILTYPICALPANELLAYOUTPARTIALELEVATION-FRONTFACETYPICALCHAMFERSECTION1-1THISSYSTEMSHALLBEUSEDINSLIGHTLYORMODERATELYAGGRESSIVEENVIRONMENTSONLYCRUCIFORMANDSQUAREPANELSDATE:01-01-05INTERIMSTANDARDINENGLISHUNITSAPPLICABLETODESIGNSTANDARDSBOOKLETPUBLISHEDINENGLISHUNITS.APPROVEDBYWilliamN.Nickas,P.E.WmJOINTEQ.--31/8"-I-CUTEDGEI I1BBIB e CUTWIDTH ONELEVATIONAR-4-R4C-2-R4B-2-R4 B-3-R4 B-4-R4CUTWIDTH
ONELEVATION1A-6-R4 AL-4-R4A-3-R5A-4-R4A-5-R4~ r,D-2-R4 D-3-R4BBBBBLC-3-R4C-4-R4D-4-R4E-3-R4E-4-R4F-4-R4F-5-R4HJJ-HJHII-HI-73/8"BBRRRA-IJL_L__JL1888 B8 8C-4-R4BBF-8-R4O-8-R4SLOPEDTOPPANELS
"H"PANELUSEDFORILLUSTRATIONONLY.H-4-R4H-5-R4H-8-R4 HJ-4-R44'-11"STD.WIDTHHI-4-R4BB_JL__JrnIin_J_JBBK-8-R4K-5-R4Q-4-R4 Q-5-R4L-6-R4L-7-R4P-7-R4ALLPANELSARESHOWNBACKFACEVIEWP-6-R4BTIESTRIPLOCATIONBLOCKOUTREQ'D.FORPANELSTHICKERTHAN51/2"(TYP.)R5{HVERTICALBARSASER6 VERTICALBARSARE6-#3HORIZONTALBARSARE4-#4R7 VERTICALBARSARE6-#4HORIZONTALBARSARE4-#6NVARIESNOTEHEIGHTOFCORNERELEMENTSANDSLIPJOINTSSHOULDMATCHWITHPANELHEIGHT.CORNERELEMENTSIZEVARIESWITHANGLES21/2" 1'-5" 21/2"N 5j1'-O-I-CUTEDGEI I1BBIB e CUTWIDTH ONELEVATIONAR-4-R4C-2-R4B-2-R4 B-3-R4 B-4-R4CUTWIDTH
ONELEVATION1A-6-R4 AL-4-R4A-3-R5A-4-R4A-5-R4~ r,D-2-R4 D-3-R4BBBBBLC-3-R4C-4-R4D-4-R4E-3-R4E-4-R4F-4-R4F-5-R4HJJ-HJHII-HI-73/8"BBRRRA-IJL_L__JL1888 B8 8C-4-R4BBF-8-R4O-8-R4SLOPEDTOPPANELS
"H"PANELUSEDFORILLUSTRATIONONLY.H-4-R4H-5-R4H-8-R4 HJ-4-R44'-11"STD.WIDTHHI-4-R4BB_JL__JrnIin_J_JBBK-8-R4K-5-R4Q-4-R4 Q-5-R4L-6-R4L-7-R4P-7-R4ALLPANELSARESHOWNBACKFACEVIEWP-6-R4BTIESTRIPLOCATIONBLOCKOUTREQ'D.FORPANELSTHICKERTHAN51/2"(TYP.)R5{HVERTICALBARSASER6 VERTICALBARSARE6-#3HORIZONTALBARSARE4-#4R7 VERTICALBARSARE6-#4HORIZONTALBARSARE4-#6NVARIESNOTEHEIGHTOFCORNERELEMENTSANDSLIPJOINTSSHOULDMATCHWITHPANELHEIGHT.CORNERELEMENTSIZEVARIESWITHANGLES21/2" 1'-5" 21/2"N 5j1'-O"15"1'-10" SEEPANELTYPE"A"WITHR4REINFORCEMENTONSHEETTITLED"PANELDETAILS"FORTYPICALREINFORCEMENTSPACINGTHISSYSTEMSHALLBEUSEDINSLIGHTLYORMODERATELYAGGRESSIVEENVIRONMENTSONLYCRUCIFORMPANELSSTATEOFFLORIDADEPARTMENTOFTRANSPORTATIONRETAININGWALLSYSTEMS
THEREINFORCEDEARTHCOMPANY
REINFORCEDEARTHWALLDATE:01-01-05INTERIMSTANDARDINENGLISHUNITSAPPLICABLETODESIGNSTANDARDSBOOKLETPUBLISHEDINENGLISHUNITS.APPROVEDBYN.INTERIMSTANDARDSHEETNOS.I-16OF16AREAREPLACEMENTOFINDEXNO.5015OFTHEDESIGNSTANDARDSBOOKLETDATEDJANUARY2004.W.ND.3of/6W.W.05015044o{l6TOPOFPRECASTCOPING.10'-1wlw?PRECASTCOPINGPARTIALELEVATIONC.I.P.CONC.COPINGW/DITCHCLASSIICONC.(3400PSI)THISSYSTEMSHALLBEUSEDINSLIGHTLYORMODERATELYAGGRESSIVEENVIRONMENTSONLYCRUCIFORMPANELSFORANYDESIREDSHORTPORTIONSOFC.I.P.CONC.COPINGBETWEENPRECASTCONC.COPINGUSETHISSIMILARC.I.P.CONC.SECTION.ALSOUSEFORVERTICALCOPING.C.I.P.COPINGSECTIONCLASSIICONC.(3400PSI)STATEOFFLORIDADEPARTMENTOFTRANSPORTATIONRETAININGWALLSYSTEMS
THEREINFORCEDEARTHCOMPANY
REINFORCEDEARTHWALLINTERIMSTANDARDSHEETNOS.I-16OF16AREAREPLACEMENTOFINDEXNO.5015OFTHEDESIGNSTANDARDSBOOKLETDATEDJANUARY2004.#4BAR1118"O.C.MAX.ASREQUIRED#4BAR@18"O.C.EACHFACEC.I.P.COPING-PARTIALELEVATIONOTE:1/2-INCHOPENJOINTSINCOPINGSHALLBEAT6PANELINTERVALSANDCOINCIDEAPPROXIMATELYWITHCEOFPANELJOINTS.REINFORCINGSTEELSHALLBESTOPPED2"SHORTOFEITHERSIDEOFTHEJOINTS.CONSTRUCTIONJOINTSINBETWEENTHEOPENJOINTSSHALLBEPROVIDEDAT2PANELSINTERVALS.COPINGENCLOSUREDETAIL21/2"OPENJOINTTOPOFLEVEL-UPCONCRETEINTERIMSTANDARDINENGLISHUNITSAPPLICABLETODESIGNSTANDARDSBOOKLETPUBLISHEDINENGLISHUNITS.DATE:01-01-051'-4"8ONETONSPREADANCHOR-2/UNITCONTRACTORTOFILLRECESSWITHNON-SHRINKGROUTAFTERPLACEMENTNOTE:ALLBARSARE#4ASSHOWNONSHOPDRAWINGS.STANDARDCOPINGUNITIS10'-0"W.W.05015044o{l6TOPOFPRECASTCOPING.10'-1wlw?PRECASTCOPINGPARTIALELEVATIONC.I.P.CONC.COPINGW/DITCHCLASSIICONC.(3400PSI)THISSYSTEMSHALLBEUSEDINSLIGHTLYORMODERATELYAGGRESSIVEENVIRONMENTSONLYCRUCIFORMPANELSFORANYDESIREDSHORTPORTIONSOFC.I.P.CONC.COPINGBETWEENPRECASTCONC.COPINGUSETHISSIMILARC.I.P.CONC.SECTION.ALSOUSEFORVERTICALCOPING.C.I.P.COPINGSECTIONCLASSIICONC.(3400PSI)STATEOFFLORIDADEPARTMENTOFTRANSPORTATIONRETAININGWALLSYSTEMS
THEREINFORCEDEARTHCOMPANY
REINFORCEDEARTHWALLINTERIMSTANDARDSHEETNOS.I-16OF16AREAREPLACEMENTOFINDEXNO.5015OFTHEDESIGNSTANDARDSBOOKLETDATEDJANUARY2004.#4BAR1118"O.C.MAX.ASREQUIRED#4BAR@18"O.C.EACHFACEC.I.P.COPING-PARTIALELEVATIONOTE:1/2-INCHOPENJOINTSINCOPINGSHALLBEAT6PANELINTERVALSANDCOINCIDEAPPROXIMATELYWITHCEOFPANELJOINTS.REINFORCINGSTEELSHALLBESTOPPED2"SHORTOFEITHERSIDEOFTHEJOINTS.CONSTRUCTIONJOINTSINBETWEENTHEOPENJOINTSSHALLBEPROVIDEDAT2PANELSINTERVALS.COPINGENCLOSUREDETAIL21/2"OPENJOINTTOPOFLEVEL-UPCONCRETEINTERIMSTANDARDINENGLISHUNITSAPPLICABLETODESIGNSTANDARDSBOOKLETPUBLISHEDINENGLISHUNITS.DATE:01-01-051'-4"8ONETONSPREADANCHOR-2/UNITCONTRACTORTOFILLRECESSWITHNON-SHRINKGROUTAFTERPLACEMENTNOTE:ALLBARSARE#4ASSHOWNONSHOPDRAWINGS.STANDARDCOPINGUNITIS10'-0"LONGWITHSQUAREENDS.ALLOTHERLENGTHSANDPIECESREQUIRINGBEVELEDENDSSHALLBEFIELDCUTBYTHECONTRACTORORC.I.P.PERDETAILLEFT.3-#4'S,2'-0"LONGDOWELSPERPANEL.CONTRACTORTOTRIMDOWELSWHEREREQUIREDTOCLEARTOPOFLEVELINGCONCRETEFILLCONCRETEFILLASREQUIRED41/2"±(VARIESALONGRADIUS)FRONTFACEOFR.E.WALLANDHORIZ. CONTROLLINE3PRECASTCOPINGSECTIONCLASSIVCONC.(5500PSI)APPROVEDBYWilliamN.Nickas,P.E.SBIeSwcgresOesignEngineer#4FOLLOWSLOPELINE#4PARALLELW/TOPOFPANEL3-#4DOWELS2'-0"LONGEMBEDDEDINPANEL.(SEEPARTIALELEVATION)FRONTFACEOFWALLPANELMIN'ANDHORIZ.CONTROLLINE51/2"2-#4FOLLOWSLOPELINEVARIABLESLOPEV-DITCH,T1_--CONSTRUCTIONOROPENJOINT2PANELUNITS SEENOTEBELOWSECTIONA-ASEEELEV.#4-HORIZONTAL18"O.C.MAX.ASREQUIREDVARIES#4BARFRONTFACEOFR.E.WALLANDHORIZ.CONTROLLINE51/2"I JMIN.3-#4'S,2'-0"LONGDOWELSPERPANEL.CONTRACTORTOTRIMDOWELSWHEREREQ'DTOCLEARTOPOFCOPINGBY2"5of/6ACUTECORNERELEMENTDETAILEXAMPLEACUTECORNER-SKEWEDSOILREINFORCEMENTSUNDERPILECAPNOTE:*-DIMENSIONORANGLEVARIES,SEEWALLELEVATION**-SLIPJOINTSARENOTREQUIREDFORSQUAREPANELSFRONTFACEOFRE.WALLBACKWALLSOILREINFORCEMENTS'?~BACK/UPPANELSORWIREMESHWITHWHENSOILREINFORCEMENTSARESKEWEDMORETHAN15'PRECASTCORNER4'-11"F.F.B.W. (TYP.) 1111/4"I-CESLIPJOINT(TYP.)EXAMPLEACUTECORNER-SKEWEDSOILREINFORCEMENTSATABUTMENTLEVELTHISSYSTEMSHALLBEUSEDINSLIGHTLYORMODERATELYAGGRESSIVEENVIRONMENTSONLYCRUCIFORMANDSQUAREPANELSDATE:01-01-05INTERIMSTANDARDINENGLISHUNITSAPPLICABLETODESIGNSTANDARDSBOOKLETPUBLISHEDINENGLISHUNITS.INTERIMSTANDARDSHEETNOS.I-16OF16AREAREPLACEMENTOFINDEXNO.5015OFTHEDESIGNSTANDARDSBOOKLETDATEDJANUARY2004.APPROVEDBYSBIeSwcgresOesignEngineer5of/6ACUTECORNERELEMENTDETAILEXAMPLEACUTECORNER-SKEWEDSOILREINFORCEMENTSUNDERPILECAPNOTE:*-DIMENSIONORANGLEVARIES,SEEWALLELEVATION**-SLIPJOINTSARENOTREQUIREDFORSQUAREPANELSFRONTFACEOFRE.WALLBACKWALLSOILREINFORCEMENTS'?~BACK/UPPANELSORWIREMESHWITHWHENSOILREINFORCEMENTSARESKEWEDMORETHAN15'PRECASTCORNER4'-11"F.F.B.W. (TYP.) 1111/4"I-CESLIPJOINT(TYP.)EXAMPLEACUTECORNER-SKEWEDSOILREINFORCEMENTSATABUTMENTLEVELTHISSYSTEMSHALLBEUSEDINSLIGHTLYORMODERATELYAGGRESSIVEENVIRONMENTSONLYCRUCIFORMANDSQUAREPANELSDATE:01-01-05INTERIMSTANDARDINENGLISHUNITSAPPLICABLETODESIGNSTANDARDSBOOKLETPUBLISHEDINENGLISHUNITS.INTERIMSTANDARDSHEETNOS.I-16OF16AREAREPLACEMENTOFINDEXNO.5015OFTHEDESIGNSTANDARDSBOOKLETDATEDJANUARY2004.APPROVEDBYSBIeSwcgresOesignEngineerSTATEOFFLORIDADEPARTMENTOFTRANSPORTATIONRETAININGWALLSYSTEMS
THEREINFORCEDEARTHCOMPANY
REINFORCEDEARTHWALLW.CONNECTIONDETAILGEOTEXTILEFABRIC18"WIDEPLACEDASSHOWN(CARTHAGEMILLSTYPEFX-45HSOREQUAL)CONNECTIONSEEDETAILTHISSHEETSOILREINFORCEMENTSSHALLBEFIELDCUTANDPUNCHEDTOFIT.SUPPLIEDSTANDARD1/2"0A325BOLT 31/2"NUTANDWASHERSOILREINFORCEMENTGALV.STEELANGLEANYPROP.PIPEPROJECTINGTHROUGHPANEL,SHALLHAVEHOLEPROVIDED&BEGROUTEDBETWEENPANELHOLE&PIPE.WHEREANGLEINTERFERS,TWOANGLESSHALLBEUSED,ONEONEACHSIDEOFPIPE.INLETFACEMUSTBELOCATED1'-O"MIN.FROMBACKFACEOFREPANELS174 6of/6FRONTFACEOFPANELTIESTRIP1 CONNECTIONDETAILANGLEBOLTEDTOTIESTRIP1/2"0A325BOLTFRONTFACEOFPANELCONNECTIONDETAILSHIFTEDSOILREINFORCEMENTBOLTEDTOANGLEFRONTFACEOFPANELTIESTRIPCONNECTIONDETAIL0ANGLEBOLTEDTOTIESTRIPWITHSOILREINFORCEMENTRETAININGWALLSYSTEMS
THEREINFORCEDEARTHCOMPANY
REINFORCEDEARTHWALLSTATEOFFLORIDADEPARTMENTOFTRANSPORTATIONINTERIMSTANDARDINENGLISHUNITSAPPLICABLETODESIGNSTANDARDSBOOKLETPUBLISHEDINENGLISHUNITS.INTERIMSTANDARDSHEETNOS.I-16OF16AREAREPLACEMENTOFINDEXNO.5015OFTHEDESIGNSTANDARDSBOOKLETDATEDJANUARY2004.APPROVEDBYWilliamN.Nickas,P.E.GALV.STEELANGLEANYPROP.PIPEPROJECTINGTHROUGHPANEL,SHALLHAVEHOLEPROVIDED&BEGROUTEDBETWEENPANELHOLE&PIPE.WHEREANGLEINTERFERS,TWOANGLESSHALLBEUSED,ONEONEACHSIDEOFPIPE.INLETFACEMUSTBELOCATED1'-O"MIN.FROMBACKFACEOFREPANELS174 6of/6FRONTFACEOFPANELTIESTRIP1 CONNECTIONDETAILANGLEBOLTEDTOTIESTRIP1/2"0A325BOLTFRONTFACEOFPANELCONNECTIONDETAILSHIFTEDSOILREINFORCEMENTBOLTEDTOANGLEFRONTFACEOFPANELTIESTRIPCONNECTIONDETAIL0ANGLEBOLTEDTOTIESTRIPWITHSOILREINFORCEMENTRETAININGWALLSYSTEMS
THEREINFORCEDEARTHCOMPANY
REINFORCEDEARTHWALLSTATEOFFLORIDADEPARTMENTOFTRANSPORTATIONINTERIMSTANDARDINENGLISHUNITSAPPLICABLETODESIGNSTANDARDSBOOKLETPUBLISHEDINENGLISHUNITS.INTERIMSTANDARDSHEETNOS.I-16OF16AREAREPLACEMENTOFINDEXNO.5015OFTHEDESIGNSTANDARDSBOOKLETDATEDJANUARY2004.APPROVEDBYWilliamN.Nickas,P.E.SBIeSctresDesignEngireerW.LEVELLINGPAD0PARTIALELEVATIONNOTE:BENDTOBEASGRADUALASPOSSIBLE.TYP.SOILREINFORCEMENTBENDINGDETAILATANYPROPOSED&EXISTINGPIPESSHIFTEDSOILREINFORCEMENTSBOLTEDTOANGLEATEACHSIDEOFINLET#4TYP#4TIES@12"O.C.SOILREINFORCEMENTS#5@8"O.C.(TOP)#5@16"O.C.(BOTTOM)GUTTERLINEPARTIALPLANTHISSYSTEMSHALLBEUSEDINSLIGHTLYORMODERATELYAGGRESSIVEENVIRONMENTSONLYCRUCIFORMANDSQUAREPANELSDATE:01-01-05OSECTIONATINLETCONTRACTORTOFIELDDRILL9/16"0HOLEINANGLEASREQUIREDTOCONNECTSOILREINFORCEMENTSL5"X3"X1/4"GALVANIZEDSTEELANGLE,L5"X3"X1/4"X10'-0"ONEANGLEREQUIREDFOREACHREINFORCEMENTLEVELWITHINLETINTERFERENCEFOR3LEVELSDEEP.USEL7"X4"X3/8"X10'-O"GALVANIZED,FORDEEPERLEVELS.TRAFFICBARRIERREINFORCEMENT
WITHSTANDARDTHROATBACKFACEOFBARRIER1/2"OPENJOINTAX1/2"OPENJOINT10'LONGTRAFFICBARRIERUNITX1/2"OPENJOINTFORTOPOFLEVELINGCONC.ELEVATIONINTARPAPER#4B@5"(TYP.)0 11/4"21/4"2"CLR.1/2"CHAMFERC.I.P.JUNCTIONSLAB30'LONG3"C.L.#5A?15"O.C.10"1'-101/2"3'-8"DATE:01-01-05050157of16BARRIER
OFSUPPORTANDMETHODOF
CONSTRUCTIONARECOVEREDBY
U.S.PATENTNO.4,494,892CLASSIVCONC.(5500PSI)3"MIN15"MAX POSITIONUNITFOR5"MARKQUANTITYREMARKS583'-6"LONGAVARIGRIDW14.5?6"O.C.BVARIGRIDW15.4?4"O.C.4A8TRAFFICBARRIERREINFORCEMENT
WITHSTANDARDTHROATBACKFACEOFBARRIER1/2"OPENJOINTAX1/2"OPENJOINT10'LONGTRAFFICBARRIERUNITX1/2"OPENJOINTFORTOPOFLEVELINGCONC.ELEVATIONINTARPAPER#4B@5"(TYP.)0 11/4"21/4"2"CLR.1/2"CHAMFERC.I.P.JUNCTIONSLAB30'LONG3"C.L.#5A?15"O.C.10"1'-101/2"3'-8"DATE:01-01-05050157of16BARRIER
OFSUPPORTANDMETHODOF
CONSTRUCTIONARECOVEREDBY
U.S.PATENTNO.4,494,892CLASSIVCONC.(5500PSI)3"MIN15"MAX POSITIONUNITFOR5"MARKQUANTITYREMARKS583'-6"LONGAVARIGRIDW14.5?6"O.C.BVARIGRIDW15.4?4"O.C.4A82'-8"LONG4B245'-8"LONG+ALLOPENJOINTSINTHEPRECASTBARRIERSHALLBEFILLED6"ABOVEFINISHEDGRADEWITH3/4"BACKINGRODANDCAULKEDWITHII II II II IIII' lu VI lu lu lu lu II' II IIIIII II III II III II III II III II III II III II IIIIIII II III II I0 II I0 II III II III II I0 II III--------------- --------------------------~1/2"EXP.JT.MATERIALJI_I_LL1LJJJJI_I_LLJLJJ---11-I-I~1-$t11~11-I-I~r$t11-----------------(~II I II I II I II I II I I I II I II1=1=1~ * = I=I=I111111IIIIIIII=== I_I_LLLIIJLLL1 _______________________1'6"1'-6"#5@15"(TYP,) GUTTERLINE2#9SHEARD30'LONGC.I.P.JUNCTIONSLABWITHONEENDnDCACCnnD1A1TOPOFR.E.PANEL3-#42'-0"LONGDOWELSPERPANEL.CONCRETEFILLBW15.4@4"O.C.II00STATEOFFLORIDADEPARTMENTOFTRANSPORTATIONRETAININGWALLSYSTEMS
THEREINFORCEDEARTHCOMPANY
REINFORCEDEARTHWALLVARIGRID4X6W15.4XW14.5FRONTFACER.E.WALLBAR4B2'-6" BAR5R2"-2" 1/2"I6" 5 1/2"BAR5RESECTIONA-AFACEOFLOWERBARRIER3/4"ROUNDINGAW14.5@6"O.C.IIR=10"GUTTERLINE#4A?15"O.C. 2"mCONDUIT(IFREVD)0D.#4B?5"O.C.2"C.L. MmSHEETNOS.I-16OF16AREAREPLACEMENTOFINDEXNO.5015OFTHEDESIGNSTANDARDSBOOKLETDATEDJANUARY2004.INTERIMSTANDARD1'-3"1'-3"BACKINGRODARETOTHISPOINT)SILICONESEALANT2#9SHEARDOWELS °CLASSIVCONC.(5500PSI)m101/2EDGEOFSHOULDER5/8"1/2"CHAMFERALLAROUNDEACHEND(EXPOSEDSURFACES)ALLLONGITUDINALBARSARE#4ASSHOWN1'-55/8"83/4"II 521/4"JPRECASTTRAFFICBARRIERPARTIALELEVATIONAPPROVEDBYWilliamN.Nickas,P.E.THISSYSTEMSHALLBEUSEDINSLIGHTLYORMODERATELYAGGRESSIVEENVIRONMENTSONLY.CRUCIFORMANDSQUAREPANELSBACKFACEOFBARRIER1/2"OPENJOINTAX1/2"OPENJOINTX1/2"OPENJOINT#4B?5"(TYP.)5/8"EDGEOFSHOULDER5"5/8"11/4"21/4"2"CLR:0BAR4BW.050/5(48of1610'LONGTRAFFICBARRIERUNITVARIGRID(TYPICAL)II 11\1III II III//IIIIIIIII II III IIIII II III IIIII IIIII IIIIIIIIIIIIIII II III~II III IIIDII ID IIIII II III IIIV IIIUIIIII II III'-#4 ---------------EXP.JI_I_LL11JIJJI_I_LLILIJ----1I-I-I~r$t11rt~l-I-I~r$t11---BARS--------------1/2" JT.MATERIALII I II III I II I II I II=II I II===1 _________________DOWELS-______________=1=1= == 1=1=BACKFACEOFBARRIER1/2"OPENJOINTAX1/2"OPENJOINTX1/2"OPENJOINT#4B?5"(TYP.)5/8"EDGEOFSHOULDER5"5/8"11/4"21/4"2"CLR:0BAR4BW.050/5(48of1610'LONGTRAFFICBARRIERUNITVARIGRID(TYPICAL)II 11\1III II III//IIIIIIIII II III IIIII II III IIIII IIIII IIIIIIIIIIIIIII II III~II III IIIDII ID IIIII II III IIIV IIIUIIIII II III'-#4 ---------------EXP.JI_I_LL11JIJJI_I_LLILIJ----1I-I-I~r$t11rt~l-I-I~r$t11---BARS--------------1/2" JT.MATERIALII I II III I II I II I II=II I II===1 _________________DOWELS-______________=1=1= == 1=1==111111IIIIIIIII_______________J_I_LLLIIJJ_I_LLLI II I IIII I I III I1'6"1'6"#5?15"(TYP.)GUTTERLINE2#9SHEARD(TYP.)30'LONGC.I.P.JUNCTIONSLABWITHONEENDnDCACCnnDIATRAFFICBARRIERELEMENT,METHOD
OFSUPPORTANDMETHODOF
CONSTRUCTIONARECOVEREDBY
U.S.PATENTNO.4,494,892TOPOFTRAFFICBARRIER*ALLOPENJOINTSINTHEPRECASTBARRIERSHALLBEFILLED6"ABOVEFINISHEDGRADEWITH3/4'BACKINGRODANDCAULKEDWITHSILICONESEALANT.MATERIALSBYCONTRACTOR.EDGEOFSHOULDERNOTE:FORTOPOFLEVELINGCONC.ELEVATIONSUBTRACT(12")FROMGUTTERLINEELEVATIONSBACKINGROD*GUTTERLINE(ELEVATIONSSHOWNARETOTHISPOINT)CLASSIVCONC.(5500PSI)FINISHGRADESILICONESEALANT2#9SHEARDOWELSCLASSIVCONC.(5500PSI)3"MIN12"MAX POSITIONUNITFOR5"FRONTFACER.E.WALL1'-3/4"VARIGRID4X6W15.4XW14.5-2"11 4 1/
溫馨提示
- 1. 本站所有資源如無特殊說明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請(qǐng)下載最新的WinRAR軟件解壓。
- 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請(qǐng)聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
- 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁內(nèi)容里面會(huì)有圖紙預(yù)覽,若沒有圖紙預(yù)覽就沒有圖紙。
- 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
- 5. 人人文庫網(wǎng)僅提供信息存儲(chǔ)空間,僅對(duì)用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理,對(duì)用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對(duì)任何下載內(nèi)容負(fù)責(zé)。
- 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容,請(qǐng)與我們聯(lián)系,我們立即糾正。
- 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時(shí)也不承擔(dān)用戶因使用這些下載資源對(duì)自己和他人造成任何形式的傷害或損失。
最新文檔
- 2024-2030年中國汽車用鋼行業(yè)產(chǎn)量預(yù)測(cè)投資規(guī)劃分析報(bào)告
- 2024-2030年中國汽車內(nèi)扣手項(xiàng)目可行性研究報(bào)告
- 2024-2030年中國水上游樂園行業(yè)經(jīng)營現(xiàn)狀調(diào)研與投資規(guī)劃分析報(bào)告
- 2024-2030年中國橄欖油市場(chǎng)運(yùn)行狀況及投資前景趨勢(shì)分析報(bào)告
- 2024-2030年中國植物甾醇葵花籽酸鹽市場(chǎng)營銷規(guī)模與投資動(dòng)態(tài)分析報(bào)告
- 2024-2030年中國機(jī)械式計(jì)量泵行業(yè)競(jìng)爭(zhēng)格局與前景發(fā)展策略分析報(bào)告
- 2024-2030年中國木醋液行業(yè)運(yùn)行態(tài)勢(shì)及未來發(fā)展趨勢(shì)分析報(bào)告
- 2024-2030年中國智能背包行業(yè)市場(chǎng)發(fā)展趨勢(shì)與前景展望戰(zhàn)略分析報(bào)告
- 2024-2030年中國智能家電市場(chǎng)競(jìng)爭(zhēng)格局及未來發(fā)展策略分析報(bào)告
- 2024-2030年中國無線演示器產(chǎn)品市場(chǎng)發(fā)展前景及競(jìng)爭(zhēng)策略分析報(bào)告
- 人教版五年級(jí)上冊(cè)數(shù)學(xué)《解決問題(不規(guī)則圖形的面積)》說課稿
- 國家開放大學(xué)本科《公共部門人力資源管理》期末紙質(zhì)考試總題庫2025版
- DL-T 1071-2023 電力大件運(yùn)輸規(guī)范
- 沖刺2022年中考英語必背高頻詞匯360°無死角精練-中考英語備考資料重點(diǎn)知識(shí)點(diǎn)歸納
- 性病艾滋病丙肝防治工作總結(jié)
- 代理記賬公司保密協(xié)議
- 產(chǎn)能合作共建協(xié)議書
- 2024年教師招聘考試-中小學(xué)校長招聘筆試考試歷年高頻考點(diǎn)試題摘選含答案
- 2024年執(zhí)業(yè)醫(yī)師考試-中醫(yī)師承及確有專長考核筆試考試歷年高頻考點(diǎn)試題摘選含答案
- 小學(xué)四年級(jí)科學(xué)試題及參考答案
- 2024屆高考復(fù)習(xí)高考小說中物象的作用(含答案)
評(píng)論
0/150
提交評(píng)論