2013-14_DL_3grade_supply_list
国外钢丝绳
Balby Carr Bank,Doncaster,South Yorkshire DN45JQ United Kingdom Phone:+44(0)1302565100Fax:+44(0)1302565190Email:mining@ Magdeburger Straße 14aD-45881,Gelsenkirchen,Germany Phone:+49(0)20980010Fax:+49(0)2098001275info@bridon.deC280New Commerce Blvd.Wilkes Barre,PA 18706,USA Phone:+18005215555Fax:+18002338362bridon@07/2008E d i t i o n 2High quality steel wire ropes for mining applications MiningDrawing from a background of long standing experience and technology,Bridon is an acknowledged world leader in the design,manufacture,development and supply ofrope to meet the needs of the mining industry.Bridon -the world’s leading specialist in the manufacture of wire and rope solutions for the most demanding applications,delivering reassurance through unrivalled experience.High quality steel wire ropesfor mining applications02BRIDON MiningHigh performance ropes for Hoist,Balance,Guide,Haulage,Rope Driven Conveyor and GeneralEngineering Applications.T echnical Information....................24-62Services &Training............................41Contacts .. (63)ISO 14001Bridon operates environmental management systems which,where required by legislation or risk,comply with the requirements of EN ISO 14001:2004and are assessed and registered byaccredited certification bodies.03All statements,technical information and recommendationscontained herein are believed to be reliable,but no guarantee is given as to their accuracy and/or completeness.The user must determine the suitability of the product for his own particular purpose,either alone or in combination with other products and shall assume all risk and liability in connection therewith.Whilst every attempt has been made to ensure accuracy in the content of the tables,the information contained in this catalogue does not form part of any contract.BRIDON MiningTiger FL•High strength•Manufactured virtually non-rotating.•Reduced stretch •Can be prestretched•Reduced internal cross-cutting•Operate under higher radial pressure •Reduced tread pressures•Maximum retention of manufacturing lubricant •Good resistance to wear and corrosionSee page 22Tiger DYFORM ®34LR/PI Class•Higher strength•Good resistance to rotation.•Reduced internal torsional stresses •Excellent resistance to fatigue •Improved flexibility•Excellent resistance to wear •Optional plastic impregnationSee page 16Tiger 6T Compound6x22(9/12/Brangle),6x23(10/12/Brangle)6x25(12/12/Brangle),6x26(13/12/Brangle)6x27(14/12/Brangle),6x28(15/12/Brangle)•Improved resistance to wear •Reduced sheave and liner wear •High strength•Effective diameter controlSee pages 12-13Tiger DYFORM ®6R 6x19(S),6x36(WS)•High quality•Readily available•Consistent performance •Good resistance to wear•Improved resistance to fatigue.•Reduced interference in multi-layer coiling applicationsSee pages 9&11Tiger DYFORM ®18M/PI Class•Higher strength•Good resistance to rotation•Reduced internal torsional stresses •Excellent resistance to fatigue •Improved flexibility•Excellent resistance to wear •Optional plastic impregnationSee page 14Hoist and Balance RopesParallel Drum HoistBlair HoistT ower Mounted Friction Hoist with DeflectorsGround Mounted Friction Hoist04BRIDON Mining•HoistRope•Balanced Rope•HoistRope•Balanced Rope •Hoist Rope•Hoist RopeTiger 6R 6x19(S),6x36(WS)•High quality•Readily available•Consistent performanceSee pages 8&10Tiger 34M Class•Good resistance to rotation•Reduced internal torsional stress •Improved flexibilitySee pages 15Tiger Superflex 17x6,20x6•Maximum Flexibility•Maximum Resistance to wearSee page 17Flat ropes 8x4x7,6x4x12,8x4x12,8x4x14,8x4x19•Maximum flexibility•Good rotational characteristicsSee page 18Hoist and Balance RopesParallel Drum HoistBlair HoistT ower Mounted Friction Hoist with DeflectorsGround Mounted Friction Hoist05BRIDON Mining•HoistRope•Balanced Rope•HoistRope•Balanced Rope •Hoist Rope•Hoist RopeTiger HL•High strength•Good resistance to wear and corrosion•Reduced stretch•Can be prestretched•Reduced internal cross-cuttingSee page23Guide and Rubbing Ropes06BRIDON MiningTiger6T Compound6x22(9/12/Brangle),6x23(10/12/Brangle)6x25(12/12/Brangle),6x26(13/12/Brangle)6x27(14/12/Brangle),6x28(15/12/Brangle)•Good resistance to wear•Reduced sheave and liner wear•High strength•Effective diameter control•Good fatigue resistanceSee pages12-13Tiger DYFORM®6R6x19(S),6x36(WS)•High quality•Excellent fatigue resistance•Readily available•Consistent performance•Excellent resistance to wearSee pages9&11Tiger6R6x19(S),6x36(WS)•High quality•Readily available•Consistent performance•Good resistance to wearSee pages8&10Haulage Ropes•Guide and Rubbing Rope•Haulage Ropes•Haulage Ropes07BRIDON Mining6x19(S),6x26(WS),6x31(WS)•Increased fatigue life •High strength •Reduced stretch•Effective diameter control •Reduced tread pressures•Good resistance to wear and corrosion •Reduced vibration and noise •Extended rope life •Extended splice life•Minimal line stand and terminal pulley maintenanceSee page 19Tiger DYFORM ®6CDR 6x19(S),6x31(WS)•Superior quality drive rope•Special preformation for long splicing •Special tensile grades•High density and high tolerance cores •Bespoke lubrication •Superior breaking load •Excellent fatigue life•Reduced line stand pulley maintenanceSee page 21Tiger 6CDR6x19(S)(9/9/1),6x25(F)(12/6+6F/1)•High performance conventional rope •Special preformation for long splicing •Special tensile grades•High density and high tolerance cores •Bespoke lubricationSee page 20Rope Driven Conveyor Ropes•Rope Driven Conveyor RopeTiger6R6x19(S)Class08BRIDON MiningDiameter Approx MassAggregate Breaking Force Minimum Breaking Force mm kg/m kN1770N/mm2kN1570N/mm21960N/mm21570N/mm21770N/mm21960N/mm2kN kN kN kN 1617181920212223242526272829303132333435363738394041420.9231.041.171.301.441.591.741.912.082.252.442.632.833.033.243.463.693.934.174.424.674.945.215.485.776.066.361551751962182422672933203483784094414745085445816196586997417848288739209671020107017519722124627330133036139342646149753457361365569874278883588393398410401090115012001932182452723023333653994354725105505926356797257738228739259781030109011501210127013301331501681882082292522753003253523794084374685005325666016376747127517918328749171501691902122342592843103383663964274604935285636006386787187608038478929389851030166188210234260286314343374406439473509546584624665707750795841889937987104010901150Read pages42-54Product Safety Instructions and Warnings on the use of steel wire ropebefore selecting or using this product.The nominal length mass values are for fully lubricated ropes.This table is for guidance purposes only.Ord Langs Right Hand Left Hand Bright Galv FC FFC IWRCLay Type Lay Direction Finish CoreAvailable as standard.IWRC values available on request•••••••••The“Powercheck”symbol means that BRIDON has carried out a destruction test on a sample ofrope from each production length.BRIDON has an active program to determine the rotational properties of its range of RotationResistant and low Rotation ropes.BRIDON has developed its own torque turn testing machine andhas adopted a"T wistcheck"testing program for each product and is able to provide actual propertiesfor any rope.BRIDON has an active program to determine fatigue properties and specifies material of specificdimensions and properties,which will enhance fatigue performance.BRIDON design andmanufactures its ropes with fatigue in mind and has machines for fatigue testing mining ropes.09BRIDON MiningTiger DYFORM ®6R 6x19(S)ClassDiameterApprox MassAggregate Breaking ForceMinimum Breaking Forcemmkg/mkN1770N/mm 2kN1570N/mm 21960N/mm 21570N/mm 21770N/mm 21960N/mm 2kNkNkNkN252627282930313233343536373839404142 2.512.722.933.153.383.623.864.124.384.654.935.215.515.816.126.436.767.094284634995375766166587017467928398889389891040110011501210483522563605649695742791841892946100010601110117012401300136053457862367071976982287593198810501110117012301300137014401510360389419451484518553589626665705746788831875920967101040543847350854558462366470675079484088893698610401090114044948552456360464669073578283088093198310401090115012101270The nominal length mass values are for fully lubricated ropes.This table is for guidance purposes only.Read pages 42-54Product Safety Instructions and Warnings on the use of steel wire rope before selecting or using this product.OrdLangsRight HandLeft HandBrightGalvFCFFCIWRCLay Type Lay Direction FinishCore Available as standard.IWRC values available on request•••••••••Tiger 6R 6x36(WS)ClassDiameterApprox MassAggregate Breaking ForceMinimum Breaking Forcemmkg/mkN1570N/mm 21770N/mm 21960N/mm 21570N/mm 21770N/mm 21960N/mm 2kNkNkNkNkN16171819202122232425262728293031323334353637383940414243444546474849500.981.111.241.381.531.691.852.032.212.392.592.793.003.223.453.683.924.174.434.694.965.245.535.836.136.446.767.087.417.768.108.468.829.209.58156176197220244269295322351381412444478513549586624664705747790834880927975102010801130118012301290135014001460152017619922324827530333336439642946550153957861866070474879484289194199210501100116012101270133013901450152015801650172019522024727530433636840343847651455559764068573177982988093298610401100116012201280134014101470154016101680175018301900133150168187207228251274298324350378406436466498531564599635671709748788829871914958100010501100114011901240130015016918921123425828330933636539542645849152656159863667571675780084388893598210301080113011801240129013501400146016618721023325928531334237340443747250754458262266270474879283888593498410301090114012001250131013701430149015501620The nominal length mass values are for fully lubricated ropes.This table is for guidance purposes only.Read pages 42-54Product Safety Instructions and Warnings on the use of steel wire rope before selecting or using this product.OrdLangsRight HandLeft HandBrightGalvFCFFCIWRCLay Type Lay Direction FinishCore Available as standard.IWRC values available on request•••••••••Tiger DYFORM ®6R 6x36(WS)ClassDiameterApprox MassAggregate Breaking ForceMinimum Breaking Forcemmkg/mkN1570N/mm 21770N/mm 21960N/mm 21570N/mm 21770N/mm 21960N/mm 2kNkNkNkNkN252627282930313233343536373839404142434445464748495051525354555657585960616263646566 2.592.813.033.253.493.743.994.254.524.805.095.385.685.996.316.646.987.327.688.048.418.789.179.569.9710.410.811.211.712.112.613.013.514.014.514.915.416.016.517.017.518.14324685045425826236657097548008488979479991050111011601220128013401400146015301590166017301800187019402020209021702250233024102490257026602750283029203010488527569612656702750799849902956101010701130119012501310138014401510158016501720180018701950203021102190227023602450253026202720281029003000310032003300340054058463067772677783088594199910601120118012501310138014501520160016701750183019101990207021602250234024302520261027102810291030103110321033203430354036503760363393424456489523559595633672712753796839884930977103010701130118012301280134014001450151015701630169017601820189019602020209021602230231023802460253041044347851455159063067171475780384989794699710501100116012101270133013901450151015701640170017701840191019802050213022002280236024402520260026802770285045349152956961065369774379083988994099310501100116012201280134014001470154016001670174018101890196020402120219022802360244025302610270027902880297030703160The nominal length mass values are for fully lubricated ropes.This table is for guidance purposes only.Read pages 42-54Product Safety Instructions and Warnings on the use of steel wire rope before selecting or using this product.OrdLangsRight HandLeft HandBrightGalvFCFFCIWRCLay Type Lay Direction FinishCore Available as standard.IWRC values available on request•••••••••Tiger 6T Compound Layer 6x22(9/12/Brangle),6x23(10/12/Brangle),6x25(12/12/Brangle)DiameterApprox MassAggregate Breaking ForceMinimum Breaking Forcemmkg/mkN1570N/mm 21770N/mm 21960N/mm 21570N/mm 21770N/mm 21960N/mm 2kNkNkNkNkN1617181920212223242526272829303132333435363738394041424344454647484950 1.081.221.371.521.691.862.042.232.432.642.853.083.313.553.804.064.324.604.885.175.475.786.096.426.757.097.447.808.178.558.939.329.7210.110.6184208233260288318349381415450487525565606648692738784833882934986104011001150121012701330139014601520159016601730180020523226028932135438842446250154258462967472277082187392798210401100116012201280135014101480155016201700177018501920200022525528531835238842646650755159564269174179384690295910201080114012101270134014101480155016301710178018601950203021102200157177198221245270296324353383414446480515551588627667708750794838884931980103010801130119012401300135014101470153017419722124627330133036039342646149753457361365569874278883588393398410401090115012001260132013801440151015701640170019221624327029933036239643146850654658763067472076781586691797010201080114012001260132013801450152015801650173018001870OrdLangsRight HandLeft HandBrightGalvFCFFCIWRCLay Type Lay Direction FinishCore •••••••The nominal length mass values are for fully lubricated ropes.This table is for guidance purposes only.Ropes for friction winding application will weigh approximately 2%less than the above quoted weights.Read pages 42-54Product Safety Instructions and Warnings on the use of steel wire rope before selecting or using this product.Tiger 6T Compound Layer 6x26(13/12/Brangle)6x27(14/12/Brangle),6x28(15/12/Brangle)DiameterApprox MassAggregate Breaking ForceMinimum Breaking Forcemmkg/mkN1570N/mm 21770N/mm 21960N/mm 21570N/mm 21770N/mm 21960N/mm 2kNkNkNkNkN2829303132333435363738394041424344454647484950515253545556575859606162636465 3.323.563.814.064.334.604.895.185.485.796.116.436.777.117.467.828.198.568.959.349.7410.210.611.011.411.912.312.813.313.714.214.715.215.716.316.817.317.9565606648692738784833882934986104011001150121012701330139014601520159016601730180018701950202021002180226023402420251025902680277028602950304062967472277082187392798210401100116012201280135014101480155016201700177018501920200020902170225023402430251026002700279028902980308031803280339069174179384690295910201080114012101270134014101480155016301710178018601950203021102200480515551588627667708750794838884931980103010801130119012401300135014101470153015901660172017901850192019902060213022002280235024302510259053457361365569874278883588393398410401090115012001260132013801440151015701640170017701840191019902060214022102290237024502540262027002790288058763067472076781586691797010201080114012001260132013801450152015801650173018001870OrdLangsRight HandLeft HandBrightGalvFCFFCIWRCLay Type Lay Direction FinishCore •••••••The nominal length mass values are for fully lubricated ropes.This table is for guidance purposes only.Ropes for friction winding application will weigh approximately 2%less than the above quoted weights.Read pages 42-54Product Safety Instructions and Warnings on the use of steel wire rope before selecting or using this product.Tiger DYFORM ®18M/PI ClassDiameterApprox MassAggregate Breaking ForceMinimum Breaking Forcemmkg/m1770N/mm 2kN1960N/mm 2kN1570N/mm 2kN1770N/mm 2kN1960N/mm 2kN1570N/mm 2kN161718192021222324252627282930323435363840424444.54647.6485050.85254 1.271.441.611.791.992.192.412.632.863.113.363.623.904.184.475.095.756.096.447.187.958.779.629.8210.511.311.512.412.813.414.5217244274305338373409447487529572617663711761866978104011001220136014901640167017901920195021202190229024702442763093443814214625045495966456957488028589771100117012401370152016801840188020102160220023902470257027902703053423814224665115596086607147708288889501080122012901370152016901870204020802240239024302640272028503080162183206229254280307336365397429462497534571650733777822916102011201230125013401440146015901640172018501832072322582863153463784124474835215616026447328278769271030114012601380141015101620165017901850193020902032292572863173493834194564955355776216667138119169701030114012701400153015601680179018201980204021402310The nominal length mass values are for fully lubricated ropes.This table is for guidance purposes only.Read pages 42-54Product Safety Instructions and Warnings on the use of steel wire rope before selecting or using this product.Read page 54cautionary notice -Restrictions on the use of large diameter multistrand ropes.OrdLangsRight HandLeft HandBrightGalvFCFFCWSCLay Type Lay Direction Finish Core Available as standard.WSC values available on request•••••••••DiameterApprox MassAggregate Breaking ForceMinimum Breaking Forcemmkg/mkN1570N/mm 21770N/mm 2High T ensile1570N/mm 21770N/mm 2High T ensilekNkNkNkNkNRead pages 42-54Product Safety Instructions and Warnings on the use of steel wire rope before selecting or using this product.Read page 54cautionary notice -Restrictions on the use of large diameter multistrand ropes.The nominal length mass values are for fully lubricated ropes.This table is for guidance purposes only.Balance ropes are normally designed to achieve a desired weight.Ropes with the required weight and strength will be designed to meet particular shaft requirements.Tiger 34M ClassOrdLangsRight HandLeft HandBrightGalvFCFFCWSCLay Type Lay Direction FinishCore Available as standard.WSC values available on request•••••••••161718192021222324252627282930313233343536373839404142434445464748495052545658606264666870 1.011.141.281.421.581.741.912.082.272.462.662.873.093.313.553.794.034.294.554.835.105.395.695.996.306.626.957.287.637.988.338.709.089.469.8510.711.512.413.314.215.116.117.218.219.3169191214238264291319349380413446481517555594634676719763809855904953100010601110116012201280134014001460152015801650178019202070222023802540270028803050323019021524126929832836039442946550354258362667071576281086091296410201070113011901250131013801440151015701640171017901860201021702330250026802860305032403440365021123826729733036339943647551555760164669374279284489795310101070113011901250132013901450152016001670174018201900198020602230240025802770297031703380359038104040127143160179198218240262285309335361388416446476507539572606642678715753792832873915958100010501090114011901240134014401550167017801900203021602290243014316118120122324627029532134937740743846950253657160864568472376480684989393898410301080113011801230129013401400151016301750188020102150229024302580273015817920022324727329932735638641845148552055659463367371475780184689294098910401090114012001250131013701420148015401670180019402080222023802530269028603030Tiger DYFORM ®34LR/PI ClassDiameterApprox MassMinimum Breaking ForceAggregate Breaking Forcemmkg/m1770N/mm 2kN1960N/mm 2kN1570N/mm 2kN1770N/mm 2kN1960N/mm 2kN2160N/mm 2kN1570N/mm 2kN192021222324252627282930323435363840424444.54647.6485050.852545657.258606263.56466 1.812.002.212.422.652.883.133.383.653.924.214.505.125.786.136.487.228.008.829.689.8810.611.311.512.512.913.514.615.716.316.818.019.220.220.521.832235739443247251455860465170075180491910401100116013001440158017401770190020302070224023202430262028102930302032303450362036703910363403444487533580629681734789847906104011701240131014601620178019602000214022902330253026102730295031703300340036403890408041404410403447492540591643698755814875939100011401290137014401610178019702160220023602530257027902880301032503500364037504010429045004570486025828631534637841144648352156060164370779984689599811101220134013601460157015901730178018702010217022602320249026602790283030102913223553904264645035445876316777257979009541010112012501370151015401650176017901950201021102270244025402620280029903140319033903223573944324725145586046517007518048799921050111012401370151016601700182019501980215022202320250026902800289030903300346035203740362401442485530577626678731786843902989The nominal length mass values are for fully lubricated ropes.This table is for guidance purposes only.Read pages 42-54Product Safety Instructions and Warnings on the use of steel wire rope before selecting or using this product.Read page 54cautionary notice -Restrictions on the use of large diameter multistrand ropes.OrdLangsRight HandLeft HandBrightGalvFCFFCWSCLay Type Lay Direction Finish Core •••••••••Read pages 42-54Product Safety Instructions and Warnings on the use of steel wire rope before selecting or using this product.Read page 54cautionary notice -Restrictions on the use of large diameter multistrand ropes.Tiger Superflex 17x6,20x6Nominal Diameter Nominal Length Mass Calculated Aggregate Breaking Force Calculated Minimum Breaking Force mmkg/mkN1080N/mm 21270N/mm 21370N/mm 21570N/mm 21080N/mm 21270N/mm 21370N/mm 21570N/mm 2kNkNkNkNkNkNkN17x6447.318561007108612447068308961026467.639171078116313337578909601100477.969301094118013527679029731115488.2996211311220139879493410071154498.92102011991294148384299010681224519.3310831274137415748941051113413005410.83123914571572180110221202129614865711.951356159517201971111913161419162720x6488.5898111541244142680995110261176519.7511501325145916729491116120413805411.12130815381659190110791269136915695712.05140816561786204711621366147416896013.04152417921933221512571478159518276415.10176720782241256914581715185021206716.79196323082490285416201905205523557017.33202823852573294816741969212424347319.5922472642285032661854218023522695The nominal length mass values are for fully lubricated ropes.This table is for guidance purposes only.Balance ropes are normally designed to achieve a desired weight.Ropes with the required weight and strength will be designed to meet particular shaft requirements.OrdLangsRight HandLeft HandBrightGalvFCFFCWSCLay Type Lay Direction Finish Core Available as standard.•••••••Nominal Dimensions Width x b x Thickness sCalculated Mass Per Unit Lengthof the Lubricated RopeNominal Aggregate Breaking Load at a T ensile Grade of the Wires of mmmmTwice Stitched (d)Single Stitched (e)orClamped (k)Twice Stitched (d)Single Stitched (e)Clamped (k)1370N/mm 21570N/mm 2mmmm 2Nominal Diameter of the Load Carrying WiresSum of the Nominal Cross-Sectional Areas of theLoad Carrying Wireskg/mkg/mkg/mkNkN110x 20113x 20116x 21119x 21122x 22125x 22128x 23112x 26115x 25118x 27121x 27124x 28127x 28130x 29146x 25149x 26154x 27157x 27160x 28165x 28168x 29168x 28172x 29176x 29180x 30184x 30186x 31190x 32194x 33200x 34204x 34210x 36216x 37110x 18113x 18116x 19119x 19122x 20125x 20128x 21112x 23115x 23118x 24121x 24124x 25127x 25130x 26146x 23149x 23154x 24157x 24160x 25165x 25168x 26168x 25172x 26176x 26180x 27184x 27186x 28190x 29194x 30200x 31204x 31210x 32216x 33 1.91.952.02.052.12.152.21.91.952.02.052.12.152.21.91.952.02.052.12.152.22.02.052.12.152.21.91.952.02.052.12.152.263566970473977681385181786090595199810461095108911471206126713301394146014071479155216261703172418161910200721062207231164267671174778482286082686991496110101060111011001160122012801350141014801430150015701650172017501840193020302130223023306166496837177537898267938358789239681020107010601120117012301290136014201370144015101580166016801780186019502040214022406046366697027387738097688098518949399841030103010801140119012501310138013301390146015301600162017001800189019802080218087091796410101060111011701120118012401300137014301500149015701650174018201910200019302030213022302330236024902620275028903020317099710501105116012201280134012801350142014901570164017201710180018901990209021902290221023202440255026702710285030003150331034603630Rope Construction 6x 4x 12=6Legs with 4Strands each having 3+9Wires =288wires Rope Construction 8x 4x 12K=8Legs with 4Strands each having 3+9Wires =384wires Rope Construction 8x 4x 14K=8Legs with 4Strands each having 4+10Wires =448wires Rope Construction 8x 4x 19K=8Legs with 4Strands each having 1+6+12Wires =608wires Rope Construction 8x 4x 7=8Legs with 4Strands each having 1+6Wires =224wires The nominal length mass values are for fully lubricated ropes.This table is for guidance purposes only.Read pages 42-54Product Safety Instructions and Warnings on the use of steel wire rope before selecting or using this product.Single StitchedDouble StitchedClampedBrightGalvConstructionFinishAvailable as standard.•••••Flat Balance Rope 8x4x7,6x4x12,8x4x12,8x4x14,8x4x19Nominal Diameter Nominal LengthMassCalculated Minimum Breaking Loadmmkg/mtonnesGrade 1670N/mm 2Grade 1670N/mm 2Grade 1820N/mm 2Grade 1820N/mm 2kNtonneskN32 3.9459.5158464.4063233 4.1963.2862168.4867234 4.4567.1865972.7071335 4.7171.1969877.0475636 4.9975.3173981.5080037 5.2779.5678086.0984538 5.5683.9182390.8189139 5.8588.3986795.6593840 6.1692.98912100.6298741 6.4797.69958105.71103741 6.5198.25964106.33104342 6.83103.101011111.581095437.16108.071060116.951147447.49113.161110122.461201457.84118.361161128.091257468.53127.201248137.651350478.91132.791303143.701410489.29138.501359149.881470499.68144.331416156.1915325010.08150.281474162.6315955110.49156.351534169.2016605210.90162.541595175.90172641 6.69100.97991109.281072427.02105.951039114.681125437.36111.061089120.211179447.70116.281141125.861235458.06121.631193131.651291468.77130.711282141.481388479.15136.451339147.701449489.55142.321396154.051511499.95148.321455160.5415755010.36154.431515167.1516405110.78160.671576173.9117065211.21167.031639180.7917745311.64173.521702187.8218435412.08180.131767194.9719135512.54186.861833202.2619845613.00193.721900209.6820575713.46200.801969217.2321315813.94207.802039224.9222065914.43215.032109232.7522836013.88222.382182240.7023616x19S6x26WS6x31WSRead pages 42-54Product Safety Instructions and Warnings on the use of steel wire rope before selecting or using this product.The nominal length mass values are for fully lubricated ropes.This table is for guidance purposes only.OrdLangsRight HandLeft HandBrightGalvFCFFCModified CoreLay Type Lay Direction FinishCore •••••。
ts_136213英文原版PDF
ETSI TS 136 213 V8.6.0 (2009-04)Technical SpecificationLTE; Evolved Universal Terrestrial Radio Access (E-UTRA);Physical layer procedures (3GPP TS 36.213 version 8.6.0 Release 8)ReferenceRTS/TSGR-0136213v860KeywordsLTEETSI650 Route des LuciolesF-06921 Sophia Antipolis Cedex - FRANCETel.: +33 4 92 94 42 00 Fax: +33 4 93 65 47 16Siret N° 348 623 562 00017 - NAF 742 CAssociation à but non lucratif enregistrée à laSous-Préfecture de Grasse (06) N° 7803/88Important noticeIndividual copies of the present document can be downloaded from:The present document may be made available in more than one electronic version or in print. In any case of existing or perceived difference in contents between such versions, the reference version is the Portable Document Format (PDF). In case of dispute, the reference shall be the printing on ETSI printers of the PDF version kept on a specific network drivewithin ETSI Secretariat.Users of the present document should be aware that the document may be subject to revision or change of status.Information on the current status of this and other ETSI documents is available at/tb/status/status.aspIf you find errors in the present document, please send your comment to one of the following services:/chaircor/ETSI_support.aspCopyright NotificationNo part may be reproduced except as authorized by written permission.The copyright and the foregoing restriction extend to reproduction in all media.© European Telecommunications Standards Institute 2009.All rights reserved.DECT TM, PLUGTESTS TM, UMTS TM, TIPHON TM, the TIPHON logo and the ETSI logo are Trade Marks of ETSI registeredfor the benefit of its Members.3GPP TM is a Trade Mark of ETSI registered for the benefit of its Members and of the 3GPP Organizational Partners.LTE™ is a Trade Mark of ETSI currently being registeredfor the benefit of its Members and of the 3GPP Organizational Partners.GSM® and the GSM logo are Trade Marks registered and owned by the GSM Association.Intellectual Property RightsIPRs essential or potentially essential to the present document may have been declared to ETSI. The information pertaining to these essential IPRs, if any, is publicly available for ETSI members and non-members, and can be found in ETSI SR 000 314: "Intellectual Property Rights (IPRs); Essential, or potentially Essential, IPRs notified to ETSI in respect of ETSI standards", which is available from the ETSI Secretariat. Latest updates are available on the ETSI Web server (/IPR/home.asp).Pursuant to the ETSI IPR Policy, no investigation, including IPR searches, has been carried out by ETSI. No guarantee can be given as to the existence of other IPRs not referenced in ETSI SR 000 314 (or the updates on the ETSI Web server) which are, or may be, or may become, essential to the present document.ForewordThis Technical Specification (TS) has been produced by ETSI 3rd Generation Partnership Project (3GPP).The present document may refer to technical specifications or reports using their 3GPP identities, UMTS identities or GSM identities. These should be interpreted as being references to the corresponding ETSI deliverables.The cross reference between GSM, UMTS, 3GPP and ETSI identities can be found under/key/queryform.asp.ContentsIntellectual Property Rights (2)Foreword (2)Foreword (5)1 Scope (6)2 References (6)symbols, and abbreviations (7)3 Definitions,3.1 Symbols (7)3.2 Abbreviations (7)procedures (8)4 Synchronisationsearch (8)4.1 Cell4.2 Timingsynchronisation (8)monitoring (8)link4.2.1 Radiosynchronisation (8)4.2.2 Inter-cell4.2.3 Transmission timing adjustments (8)control (9)5 Power5.1 Uplink power control (9)5.1.1 Physical uplink shared channel (9)behaviour (9)5.1.1.1 UE5.1.1.2 Power headroom (12)5.1.2 Physical uplink control channel (12)behaviour (12)5.1.2.1 UE5.1.3 Sounding Reference Symbol (14)behaviour (14)5.1.3.1 UE5.2 Downlink power allocation (15)5.2.1 eNodeB Relative Narrowband TX Power restrictions (16)accessprocedure (16)6 Random6.1 Physical non-synchronized random access procedure (16)6.1.1 Timing (17)6.2 Random Access Response Grant (17)7 Physical downlink shared channel related procedures (18)7.1 UE procedure for receiving the physical downlink shared channel (19)7.1.1 Single-antenna port scheme (21)scheme (21)7.1.2 Transmitdiversity7.1.3 Large delay CDD scheme (22)7.1.4 Closed-loopspatial multiplexing scheme (22)7.1.5 Multi-user MIMO scheme (22)allocation (22)7.1.6 Resource7.1.6.1 Resource allocation type 0 (22)7.1.6.2 Resource allocation type 1 (23)7.1.6.3 Resource allocation type 2 (24)7.1.7 Modulation order and transport block size determination (25)7.1.7.1 Modulation order determination (25)7.1.7.2 Transport block size determination (26)7.1.7.2.1 Transport blocks not mapped to two-layer spatial multiplexing (27)7.1.7.2.2 Transport blocks mapped to two-layer spatial multiplexing (32)mapped for DCI Format 1C (33)blocks7.1.7.2.3 Transport7.1.7.3 Redundancy Version determination for Format 1C (33)7.2 UE procedure for reporting channel quality indication (CQI), precoding matrix indicator (PMI) and rankindication (RI) (33)7.2.1 Aperiodic CQI/PMI/RI Reporting using PUSCH (36)7.2.2 Periodic CQI/PMI/RI Reporting using PUCCH (40)7.2.3Channel quality indicator (CQI) definition.................................................................................................46 7.2.4Precoding Matrix Indicator (PMI) definition..............................................................................................48 7.3 UE procedure for reporting ACK/NACK (49)8 Physical uplink shared channel related procedures (52)8.1 Resource Allocation for PDCCH DCI Format 0 (54)8.2 UE sounding procedure (55)8.3 UE ACK/NACK procedure (57)8.4 UE PUSCH Hopping procedure (58)8.4.1 Type 1 PUSCH Hopping (59)8.4.2 Type 2 PUSCH Hopping (59)8.5 UE Reference Symbol procedure (60)8.6 Modulation order, redundancy version and transport block size determination (60)8.6.1 Modulation order and redundancy version determination (60)8.6.2 Transport block size determination (61)8.6.3 Control information MCS offset determination (61)8.7 UE Transmit Antenna Selection (63)9 Physical downlink control channel procedures (64)9.1 UE procedure for determining physical downlink control channel assignment (64)9.1.1 PDCCH Assignment Procedure (64)9.1.2 PHICH Assignment Procedure (65)9.2 PDCCH validation for semi-persistent scheduling (66)10 Physical uplink control channel procedures (67)10.1 UE procedure for determining physical uplink control channel assignment (67)10.2 Uplink ACK/NACK timing..............................................................................................................................72 Annex A (informative):Change history...............................................................................................74 History.. (78)ForewordThis Technical Specification (TS) has been produced by the 3rd Generation Partnership Project (3GPP).The contents of the present document are subject to continuing work within the TSG and may change following formal TSG approval. Should the TSG modify the contents of this present document, it will be re-released by the TSG with an identifying change of release date and an increase in version number as follows:Version x.y.zwhere:x the first digit:1 presented to TSG for information;2 presented to TSG for approval;3 or greater indicates TSG approved document under change control.y the second digit is incremented for all changes of substance, i.e. technical enhancements, corrections, updates, etc.z the third digit is incremented when editorial only changes have been incorporated in the document.1 ScopeThe present document specifies and establishes the characteristics of the physicals layer procedures in the FDD and TDD modes of E-UTRA.2 ReferencesThe following documents contain provisions which, through reference in this text, constitute provisions of the present document.•References are either specific (identified by date of publication, edition number, version number, etc.) or non-specific.•For a specific reference, subsequent revisions do not apply.•For a non-specific reference, the latest version applies. In the case of a reference to a 3GPP document (includinga GSM document), a non-specific reference implicitly refers to the latest version of that document in the sameRelease as the present document.[1] 3GPP TR 21.905: “Vocabulary for 3GPP Specifications”[2] 3GPP TS 36.201: “Evolved Universal Terrestrial Radio Access (E-UTRA); Physical Layer –General Description”[3] 3GPP TS 36.211: “Evolved Universal Terrestrial Radio Access (E-UTRA); Physical channels andmodulation”[4] 3GPP TS 36.212: “Evolved Universal Terrestrial Radio Access (E-UTRA); Multiplexing andchannel coding”[5] 3GPP TS 36.214: “Evolved Universal Terrestrial Radio Access (E-UTRA); Physical layer –Measurements”[6] 3GPP TS 36.101: “Evolved Universal Terrestrial Radio Access (E-UTRA); User Equipment (UE)radio transmission and reception”[7] 3GPP TS 36.104: “Evolved Universal Terrestrial Radio Access (E-UTRA); Base Station (BS)radio transmission and reception”[8] 3GPP TS36.321, “Evolved Universal Terrestrial Radio Access (E-UTRA); Medium AccessControl (MAC) protocol specification”[9] 3GPP TS36.423, “Evolved Universal Terrestrial Radio Access (E-UTRA); X2 ApplicationProtocol (X2AP)”[10] 3GPP TS36.133, “Evolved Universal Terrestrial Radio Access (E-UTRA); Requirements forsupport of radio resource management”[11] 3GPP TS36.331, “Evolved Universal Terrestrial Radio Access (E-UTRA); Radio ResourceControl (RRC) protocol specification”3 Definitions, symbols, and abbreviations3.1 SymbolsFor the purposes of the present document, the following symbols apply:DL RB NDownlink bandwidth configuration, expressed in units of RB sc N as defined in [3] UL RB N Uplink bandwidth configuration, expressed in units of RB sc N as defined in [3]UL symb NNumber of SC-FDMA symbols in an uplink slot as defined in [3] RB sc N Resource block size in the frequency domain, expressed as a number of subcarriers as defined in[3]s TBasic time unit as defined in [3]3.2 AbbreviationsFor the purposes of the present document, the following abbreviations apply.ACK AcknowledgementBCH Broadcast ChannelCCE Control Channel ElementCQI Channel Quality IndicatorCRC Cyclic Redundancy CheckDAI Downlink Assignment IndexDL DownlinkDTX Discontinuous TransmissionEPRE Energy Per Resource ElementMCS Modulation and Coding SchemeNACK Negative AcknowledgementPBCH Physical Broadcast ChannelPCFICH Physical Control Format Indicator ChannelPDCCH Physical Downlink Control ChannelPDSCH Physical Downlink Shared ChannelPHICH Physical Hybrid ARQ Indicator ChannelPRACH Physical Random Access ChannelPRB Physical Resource BlockPUCCH Physical Uplink Control ChannelPUSCH Physical Uplink Shared ChannelQoS Quality of ServiceRBG Resource Block GroupRE Resource ElementRPF Repetition FactorRS Reference SignalSIR Signal-to-Interference RatioSINR Signal to Interference plus Noise RatioSPS C-RNTI Semi-Persistent Scheduling C-RNTISRS Sounding Reference SymbolTA Time alignmentTTI Transmission Time IntervalUE User EquipmentUL UplinkUL-SCH Uplink Shared ChannelVRB Virtual Resource Block4 Synchronisationproceduressearch4.1 CellCell search is the procedure by which a UE acquires time and frequency synchronization with a cell and detects the physical layer Cell ID of that cell. E-UTRA cell search supports a scalable overall transmission bandwidth corresponding to 6 resource blocks and upwards.The following signals are transmitted in the downlink to facilitate cell search: the primary and secondary synchronization signals.synchronisation4.2 Timing4.2.1 Radio link monitoringThe downlink radio link quality of the serving cell shall be monitored by the UE for the purpose of indicating out-of-sync/in-sync status to higher layers.In non-DRX mode operation, the physical layer in the UE shall every radio frame assess the radio link quality, evaluated over the previous time period defined in [10], against thresholds (Q out and Q in) defined by relevant tests in [10].In DRX mode operation, the physical layer in the UE shall at least once every DRX period assess the radio link quality, evaluated over the previous time period defined in [10], against thresholds (Q out and Q in) defined by relevant tests in [10].The physical layer in the UE shall in radio frames where the radio link quality is assessed indicate out-of-sync to higher layers when the radio link quality is worse than the threshold Q out. When the radio link quality is better than the threshold Q in, the physical layer in the UE shall in radio frames where the radio link quality is assessed indicate in-sync to higher layers.synchronisation4.2.2 Inter-cell[For example, for cell sites with a multicast physical channel]timing adjustments4.2.3 TransmissionUpon reception of a timing advance command, the UE shall adjust its uplink transmission timing forPUCCH/PUSCH/SRS. The timing advance command indicates the change of the uplink timing relative to the current uplink timing as multiples of 16s T. The start timing of the random access preamble is specified in [3].In case of random access response, 11-bit timing advance command [8], T A, indicates N TA values by index values of T A = 0, 1, 2, ..., 1282, where an amount of the time alignment is given by N TA = T A×16. N TA is defined in [3].In other cases, 6-bit timing advance command [8], T A, indicates adjustment of the current N TA value, N TA,old, to the new N TA value, N TA,new, by index values of T A = 0, 1, 2,..., 63, where N TA,new = N TA,old + (T A−31)×16. Here, adjustment of N TA value by a positive or a negative amount indicates advancing or delaying the uplink transmission timing by a given amount respectively.For a timing advance command received on subframe n, the corresponding adjustment of the timing shall apply from the beginning of subframe n+6.When the UE’s uplink PUCCH/PUSCH/SRS transmissions in subframe n and subframe n+1 are overlapped due to the timing adjustment, the UE shall transmit complete subframe n and not transmit the overlapped part of subframe n+1.If the received downlink timing changes and is not compensated or is only partly compensated by the uplink timing adjustment without timing advance command as specified in [10], the UE changes N TA accordingly.5 Power controlDownlink power control determines the energy per resource element (EPRE). The term resource element energydenotes the energy prior to CP insertion. The term resource element energy also denotes the average energy taken over all constellation points for the modulation scheme applied. Uplink power control determines the average power over a DFT-SOFDM symbol in which the physical channel is transmitted.5.1 Uplink power controlUplink power control controls the transmit power of the different uplink physical channels.A cell wide overload indicator (OI) and a High Interference Indicator (HII) to control UL interference are defined in [9].5.1.1 Physical uplink shared channel5.1.1.1 UE behaviourThe setting of the UE Transmit power PUSCH P for the physical uplink shared channel (PUSCH) transmission in subframe i is defined by)}()()()())((log 10,min{)(TF O_PUSCH PUSCH 10CMAX PUSCH i f i PL j j P i M P i P +Δ+⋅++=α [dBm]where,•CMAX P is the configured UE transmitted power defined in [6] •)(PUSCH i M is the bandwidth of the PUSCH resource assignment expressed in number of resource blocks valid for subframe i . • )(O_PUSCH j P is a parameter composed of the sum of a cell specific nominal component )( PUSCH O_NOMINAL_j Pprovided from higher layers for j=0 and 1 and a UE specific component )(O_UE_PUSCH j P provided by higherlayers for j=0 and 1. For PUSCH (re)transmissions corresponding to a semi-persistent grant then j=0 , forPUSCH (re)transmissions corresponding to a dynamic scheduled grant then j=1 and for PUSCH(re)transmissions corresponding to the random access response grant then j=2. 0)2(O_UE_PUSCH =P and3_O_PRE PUSCH O_NOMINAL_)2(Msg PREAMBLE P P Δ+=, where the parameterPREAMBLE_INITIAL_RECEIVED_TARGET_POWER [8], O_PRE P and 3_Msg PREAMBLE Δ are signalledfrom higher layers.• For j =0 or 1, {}1,9.0,8.0,7.0,6.0,5.0,4.0,0∈α is a 3-bit cell specific parameter provided by higher layers.For j=2, .1)(=j α• PL is the downlink pathloss estimate calculated in the UE in dB and PL = referenceSignalPower – higher layer filtered RSRP, where referenceSignalPower is provided by higher layers and RSRP is defined in [5] and thehigher layer filter configuration is defined in [11]•TF 10()10log ((21))S MPR K PUSCH offset i β⋅Δ=−for 25.1=S K and 0 for 0=S K where S K is given by the UE specific parameter deltaMCS-Enabled provided by higher layerso /CQI RE MPR O N =for control data sent via PUSCH without UL-SCH data and 10/C r RE r K N −=∑for othercases.where C is the number of code blocks, r K is the size for code block r , CQI O is the numberof CQI bits including CRC bits and RE N is the number of resource elements determined asinitial -PUSCH symb RB sc PUSCH N N M N RE ⋅⋅=, where C , r K and initial -PUSCH symb N is defined in [4] andC , r K and PUSCH M are obtained from the initial PDCCH for the same transport block.o PUSCH CQI offset offset ββ= for control data sent via PUSCH without UL-SCH data and 1 for other cases.• PUSCH δ is a UE specific correction value, also referred to as a TPC command and is included in PDCCH withDCI format 0 or jointly coded with other TPC commands in PDCCH with DCI format 3/3A whose CRC parity bits are scrambled with TPC-PUSCH-RNTI. The current PUSCH power control adjustment state is givenby )(i f which is defined by:o )()1()(PUSCH PUSCH K i i f i f −+−=δ if accumulation is enabled based on the UE-specific parameterAccumulation-enabled provided by higher layers or if the TPC command PUSCH δ is included in aPDCCH with DCI format 0 where the CRC is scrambled by the Temporary C-RNTIwhere )(PUSCH PUSCH K i −δwas signalled on PDCCH with DCI format 0 or 3/3A on subframe PUSCH K i −, and where )0(f is the first value after reset of accumulation. The value of PUSCH K is•For FDD,PUSCH K = 4 •For TDD UL/DL configurations 1-6, PUSCH K is given in Table 5.1.1.1-1 • For TDD UL/DL configuration 0o If the PUSCH transmission in subframe 2 or 7 is scheduled with a PDCCHof DCI format 0 in which the LSB of the UL index is set to 1, PUSCH K = 7o For all other PUSCH transmissions, PUSCH K is given in Table 5.1.1.1-1.• The UE attempts to decode a PDCCH of DCI format 0 with the UE’s C-RNTI and a PDCCH of DCI format 3/3A with this UE’s TPC-PUSCH-RNTI in every subframeexcept when in DRXIf DCI format 0 and DCI format 3/3A are both detected in the same subframe, then the UE shall use the PUSCH δ provided in DCI format 0.0PUSCH =δdB for a subframe where no TPC command is decoded or where DRX occurs or i is not an uplink subframe in TDD.The PUSCH δ dB accumulated values signalled on PDCCH with DCI format 0 are given in Table 5.1.1.1-2. The PUSCH δ dB accumulated values signalled on PDCCH with DCI format 3/3A are one ofSET1 given in Table 5.1.1.1-2 or SET2 given in Table 5.1.1.1-3 as determined by theparameter TPC-Index provided by higher layers.If UE has reached maximum power, positive TPC commands shall not be accumulatedIf UE has reached minimum power, negative TPC commands shall not be accumulatedUE shall reset accumulation•when an absolute TPC command is received •when O_UE_PUSCH P is received • when the UE receives random access response messageo )()(PUSCH PUSCH K i i f −=δif accumulation is not enabled based on the UE-specific parameterAccumulation-enabled provided by higher layerswhere )(PUSCH PUSCH K i −δwas signalled on PDCCH with DCI format 0 on subframe PUSCH K i − The value of PUSCH K is•For FDD,PUSCH K = 4 •For TDD UL/DL configurations 1-6, PUSCH K is given in Table 5.1.1.1-1 • For TDD UL/DL configuration 0o If the PUSCH transmission in subframe 2 or 7 is scheduled with aPDCCHof DCI format 0 in which the LSB of the UL index is set to 1,PUSCH K = 7o For all other PUSCH transmissions, PUSCH Kis given in Table 5.1.1.1-1.The PUSCH δ dB absolute values signalled on PDCCH with DCI format 0 are given in Table 5.1.1.1-2. )1()(−=i f i f for a subframe where no PDCCH with DCI format 0 is decoded or whereDRX occurs or i is not an uplink subframe in TDD.o For both types of )(∗f (accumulation or current absolute) the first value is set as follows:If O_UE_PUSCH P is received from higher layers,• ()0=i fElse• 2)0(msg rampup P f δ+Δ=o where 2msg δ is the TPC command indicated in the random accessresponse, see Section 6.2, ando rampup P Δ is provided by higher layers and corresponds to the total powerramp-up from the first to the last preambleTable 5.1.1.1-1PUSCH K for TDD configuration 0-6 subframe number i TDD UL/DLConfiguration 0 1 2 3 4 5 6 7 8 90 - - 6 7 4 - - 6 7 41- - 6 4 - - - 6 4 - 2- - 4 - - - - 4 - - 3- - 4 4 4 - - - - - 4- - 4 4 - - - - - - 5- - 4 - - - - - - - 6 - - 7 7 5 - - 7 7 -Table 5.1.1.1-2: Mapping of TPC Command Field in DCI format 0/3 to absolute and accumulatedPUSCH δ values. TPC Command Field in DCI format 0/3Accumulated PUSCH δ[dB] Absolute PUSCH δ[dB] only DCI format 0 0 -1 -41 0 -12 1 13 3 4Table 5.1.1.1-3: Mapping of TPC Command Field in DCI format 3A to PUSCH δ values.TPC Command Field in DCI format 3APUSCH δ [dB] 0 -11 15.1.1.2 Power headroomThe UE power headroom PH valid for subframe i is defined by{})()()()())((log 10)(TF O_PUSCH PUSCH 10CMAX i f i PL j j P i M P i PH +Δ+⋅++−=α [dB]where, CMAX P , )(PUSCH i M , )(O_PUSCH j P , )(j α, PL, )(TF i Δ and )(i f are defined in section 5.1.1.1. The power headroom shall be rounded to the closest value in the range [40; -23] dB with steps of 1 dB and is delivered by the physical layer to higher layers.5.1.2 Physical uplink control channel5.1.2.1 UE behaviourThe setting of the UE Transmit power PUCCH P for the physical uplink control channel (PUCCH) transmission in subframe i is defined by()()()(){}i g F n n h PL P P i P HARQ CQI +Δ+++=F_PUCCH 0_PUCCH CMAX PUCCH ,,min [dBm]where•CMAX P is the configured UE transmitted power defined in [6] •The parameter F_PUCCH ()F Δ is provided by higher layers. Each F_PUCCH ()F Δ value corresponds to a PUCCH format (F ) relative to PUCCH format 1a, where each PUCCH format (F ) is defined in Table 5.4-1 [3].• ()n h is a PUCCH format dependent value, where CQI n corresponds to the number information bits for the channel quality information defined in section 5.2.3.3 in [4] and HARQ n is the number of HARQ bits.o For PUCCH format 1,1a and 1b ()0,=HARQ CQI n n ho For PUCCH format 2, 2a, 2b and normal cyclic prefix()⎪⎩⎪⎨⎧≥⎟⎟⎠⎞⎜⎜⎝⎛=otherwise 04if 4log 10,10CQI CQI HARQ CQI n n n n h o For PUCCH format 2 and extended cyclic prefix()⎪⎩⎪⎨⎧≥+⎟⎟⎠⎞⎜⎜⎝⎛+=otherwise 04if 4log 10,10HARQ CQI HARQ CQI HARQ CQI n n n n n n h • O_PUCCH P is a parameter composed of the sum of a cell specific parameter PUCCH O_NOMINAL_P provided byhigher layers and a UE specific component O_UE_PUCCH P provided by higher layers.• PUCCH δ is a UE specific correction value, also referred to as a TPC command, included in a PDCCH with DCIformat 1A/1B/1D/1/2A/2 or sent jointly coded with other UE specific PUCCH correction values on a PDCCH with DCI format 3/3A whose CRC parity bits are scrambled with TPC-PUCCH-RNTI.o The UE attempts to decode a PDCCH of DCI format 3/3A with the UE’s TPC-PUCCH-RNTI and oneor several PDCCHs of DCI format 1A/1B/1D/1/2A/2 with the UE’s C-RNTI on every subframeexcept when in DRX.o If the UE decodes a PDCCH with DCI format 1A/1B/1D/1/2A/2 and the corresponding detectedRNTI equals the C-RNTI of the UE, the UE shall use the PUCCH δ provided in that PDCCH.elseif the UE decodes a PDCCH with DCI format 3/3A, the UE shall use the PUCCH δ providedin that PDCCHelse the UE shall set PUCCH δ = 0 dB.o ∑−=−+−=10)()1()(M m m PUCCH k i i g i g δ where )(i g is the current PUCCH power control adjustmentstate.For FDD, 1=M and 40=k .For TDD, values of M and m k are given in Table 10.1-1.The PUCCH δ dB values signalled on PDCCH with DCI format 1A/1B/1D/1/2A/2 are given in Table 5.1.2.1-1.The PUCCH δ dB values signalled on PDCCH with DCI format 3/3A are given in Table 5.1.2.1-1 or in Table 5.1.2.1-2 as semi-statically configured by higher layers. The initial value of )(i g is defined as• If O_UE_PUCCH P is received from higher layers,o ()0=i g• Elseo 2)0(Msg rampup P g δ+Δ=where 2msg δ is the TPC command indicated in the random access response, see Section 6.2 and rampup P Δ is the total power ramp-up from the first to the lastpreamble provided by higher layersIf UE has reached maximum power, positive TPC commands shall not be accumulatedIf UE has reached minimum power, negative TPC commands shall not be accumulated UE shall reset accumulation•at cell-change •when entering/leaving RRC active state •when O_UE_PUCCH P is received • when the UE receives a random access response message)1()(−=i g i g if i is not an uplink subframe in TDD.Table 5.1.2.1-1: Mapping of TPC Command Field in DCI format 1A/1B/1D/1/2A/2/3 to PUCCH δ values. TPC Command Field in DCI format 1A/1B/1D/1/2A/2/3PUCCH δ [dB] 0 -11 02 13 3Table 5.1.2.1-2: Mapping of TPC Command Field in DCI format 3A to PUCCH δ values.TPC Command Field in DCI format 3APUCCH δ [dB] 0 -11 15.1.3 Sounding Reference Symbol5.1.3.1 UE behaviourThe setting of the UE Transmit power SRS P for the Sounding Reference Symbol transmitted on subframe i is defined by)}()()()(log 10,min{)(O_PUSCH SRS 10SRS_OFFSET CMAX SRS i f PL j j P M P P i P +⋅+++=α [dBm]where•CMAX P is the configured UE transmitted power defined in [6] •For 25.1=S K ,SRS_OFFSET P is a 4-bit UE specific parameter semi-statically configured by higher layers with 1dB step size in the range [-3, 12] dB. •For 0=S K ,SRS_OFFSET P is a 4-bit UE specific parameter semi-statically configured by higher layers with 1.5 dB step size in the range [-10.5,12] dB •SRS M is the bandwidth of the SRS transmission in subframe i expressed in number of resource blocks. •)(i f is the current power control adjustment state for the PUSCH, see Section 5.1.1.1. •)(O_PUSCH j P and )(j α are parameters as defined in Section 5.1.1.1, where 1=j .5.2 Downlink power allocationThe eNodeB determines the downlink transmit energy per resource element.A UE may assume downlink cell-specific RS EPRE is constant across the downlink system bandwidth and constant across all subframes until different cell-specific RS power information is received. The downlink reference-signal EPRE can be derived from the downlink reference-signal transmit power given by the parameter Reference-signal-power provided by higher layers. The downlink reference-signal transmit power is defined as the linear average over the power contributions (in [W]) of all resource elements that carry cell-specific reference signals within the operating system bandwidth.The ratio of PDSCH EPRE to cell-specific RS EPRE among PDSCH REs (not applicable to PDSCH REs with zero EPRE) for each OFDM symbol is denoted by either A ρ or B ρaccording to the OFDM symbol index as given by Table5.2-2. In addition,A ρ and B ρare UE-specific.The UE may assume that for 16 QAM, 64 QAM, spatial multiplexing with more than one layer or for PDSCH transmissions associated with the multi-user MIMO transmission scheme,A ρ is equal to )2(log 1010offset -power ++A P δ [dB] when the UE receives a PDSCH data transmission usingprecoding for transmit diversity with 4 cell-specific antenna ports according to Section 6.3.4.3 of [3];A ρ is equal to A P +offset -power δ [dB] otherwisewhere offset -power δis 0 dB for all PDSCH transmission schemes except multi-user MIMO and where A P is a UE specific parameter provided by higher layers.If UE-specific RSs are present in a PRB, the ratio of PDSCH EPRE to UE-specific RS EPRE for each OFDM symbol is equal. In addition, the UE may assume that for 16QAM or 64QAM, this ratio is 0 dB.The cell-specific ratio A B ρρ/ is given by Table 5.2-1 according to cell-specific parameter B P signalled by higher layers and the number of configured eNodeB cell specific antenna ports.Table 5.2-1: The cell-specific ratio A B ρρ/ for 1, 2, or 4 cell specific antenna ports A B ρρ/B P One Antenna Port Two and Four Antenna Ports0 1 5/41 4/5 12 3/5 3/43 2/5 1/2For PMCH with 16QAM or 64QAM, the UE may assume that the ratio of PMCH EPRE to MBSFN RS EPRE is equal to 0 dB.Table 5.2-2: OFDM symbol indices within a slot where the ratio of the corresponding PDSCH EPRE tothe cell-specific RS EPRE is denoted by A ρ or B ρ OFDM symbol indices within a slot where the ratio of the corresponding PDSCH EPRE to the cell-specific RS EPRE isdenoted by A ρOFDM symbol indices within a slot where the ratio of the corresponding PDSCH EPRE to the cell-specific RS EPRE is denoted by B ρNumber of antennaports Normal cyclic prefix Extended cyclicprefixNormal cyclic prefix Extended cyclic prefix One or two1, 2, 3, 5, 6 1, 2, 4, 5 0, 4 0, 3 Four 2, 3, 5, 6 2, 4, 5 0, 1, 4 0, 1, 3。
DynaPro Plate Reader III CMI Getting Started Guide
DynaPro Plate Reader III: CMI Getting Started Guide to Dynamic Light ScatteringSample PreparationGetting StartedData CollectionData AnalysisShutdownData ManagementIntroductionDynamic Light Scattering (DLS) measures time-dependent fluctuations in scattered light, which are directly related to the rate of diffusion of the molecule through the solvent and can be used to measure the hydrodynamic radius (R h ) of particles in solution. Particle monodispersity and aggregation state of a sample in solution can be assessed in minutes by DLS measurements of R h . DLS can be used to monitor sample quality during any (or all) stages of a protein purification project, or after storage. DLS can assess the size of a variety of nanoparticles including proteins, liposomes, micelles, bicelles, and nanodiscs, and analyze the aggregation of chemical compounds.Instrument OverviewThe CMI has a DynaPro Plate Reader III instrument from Wyatt Technologies, which measures dynamic and static light scattering at high-throughput for many sample types using standard microplates.Applications• R h and M w of a wide range of particles (proteins, liposomes, nanodiscs, and other particles) • Monodispersity for rapid protein quality test • Protein stability from thermal denaturation• Aggregation analysis of samples, including chemical compounds • Multi-peak Resolutiono Peak resolution limit in dynamic light scattering is ~5X in sizeo Highly unlikely to resolve oligomers, such as dimers and trimers, from the monomer o Mixtures appear as a single broad peak (polydisperse) o High-order oligomerization can be detected (>5-10mer) Key Features• Measure R h from 0.5 nm to 1000 nm • Measure M w from 1 to 1000 kDa• Sensitivity for size as low as 12.5 μg/mL IgG, 0.125 mg/ml Lysozyme • Measure in 96-1536 well microplates• Temperature ramps from 20 to 85 C (option for low temp, 4 C, with nitrogen gas)% I n t e n s i t yR adius (nm)T au (sec)Time (msec)L i g h t I n t e n s i t y (A U )Fluctuations in ScatteringAutocorrelation Function →Diffusion time (D t )R adius of hydration (R h)Required Supplies•DLS-compatible clear-bottom black microplate (plates must be tested by Wyatt for compatibility and to determine the proper plate insert to use) We have a 9 mm plate insert, which works for the recommended plates below.•(optional) 0.02-0.1 μm filters, e.g. Whatman Anatop 10, 0.02 μm, 10 mm i.d., # 6809-1002Sample PreparationAssay Buffers•DLS is compatible with a range of buffers•Use filtered buffers•Measure scattering of buffer controlo Detergents frequently have micelle size similar to that of proteins and scatter significantly Samples•DLS is very sensitive to small amounts of aggregates.o Significant aggregates will make accurate size measurements difficult.o Samples should be filtered or centrifuged (6000g, 10-30 min) prior to transfer to the clear bottom plate to remove large aggregates and precipitates.•The minimum amount of sample required depends on the size of the molecule, as large molecules scatter more light than small molecules.o For most protein samples, concentrations of 0.2 mg/ml or higher are recommended.o As little as 0.125 mg/ml of lysozyme or 12.5 μg/ml of IgG can be detected.•Small molecule aggregation analysis should be done at working concentrations in and working solvents (e.g. 5% DMSO).o Solvent controls are essential. DMSO itself is prone to aggregation.•When working with membrane proteins, note that empty detergent micelles will not resolve from protein-filled micelles (except when empty micelles are 5-10X smaller than filled micelles).o Avoid excess detergent by purifying membrane proteins by affinity and/or size-exclusion chromatography and avoid concentrating after purificationGetting StartedResourcesAdditional resources are available at the instrument, including:Wyatt DynaPro Plate Reader III User Guide and Dynamics 7.9 User Guide, for additional information about data collection and analysis.Wyatt Technical Note TN7004, Performing Static Light Scattering Measurements with DynaPro Plate Reader III, for instructions on batch static light scattering (SLS) measurements.Experimental Tips•The measurement acquisition time and number of acquisitions needed will depend on the sample concentration and size. Try several options to find the best conditions for your samples.•Static Light Scattering (SLS) experiments are most reliable for monodisperse samples.o SLS measure weight-averaged molar mass (M w).o Even a small amount of aggregates will shift the weight-averaged mass significantly.o A SEC-MALS experiment allows for more accurate mass measurements than SLS alone, especially for polydisperse samples or samples with any amount of aggregate.General Care and Maintenance•The DynaPro Plate Reader instrument will generally be powered off.•Allow 30 min to equilibrate the temperature after turning on the power.•Keep the door (located on the top of the instrument) closed to minimize dust in the instrument. Startup1.Before you start, book time on the PPMS calendar.2.Turn on the instrument power, located on the front of the instrument.3.Login to the computer using your PPMS credentials (eCommons ID and password).4.Open Dynamics software for DynaPro Plate Reader III data collection and analysis.5.Load microplate with samples.a.Prepare samples according to guidelines above.b.Fill wells using at least the recommended minimum volume guidelines for the platec.Minimize air bubbles in the well by:i)using a narrow gel loading tip to fill wellsii)Spinning the plate after loadingd.For high-temperature measurements or thermal denaturation experiments.i)Load 1.5-2X more than the plate minimum to reduce deleterious effects of evaporation.ii)Cover the plate will sealing tape or oil appropriate for the plate type.e.Open the door on the DynaPro using the button on instrument LED panel or in Dynamics.f.Insert plate in the instrument with A1 position toward the front of the instrument.i)DO NOT leave plastic plate covers on the plate while in instrument.Data Collection1.Start a new experiment in Dynamics software2.go to File → New or to File → Open Preset3.Parameters, expand to seta.Sample (Optional).i)Define new sample names by clicking new and entering sample namesii)Assign sample parameters by clicking template button and choosing value(s) and assigning them to wells. Options include:(1)Sample (must be in sample list)(a)“Sample” is typically treated as a Sample Type and for most samples, the defaultSample may be used.(b)Define a new sample type if the dn/dc or polymer model for globular proteins is notappropriate for your samples(2)Solvent Name(a)If solvent viscosity is significantly different from water or PBS, please create acustom solvent profile, as this will affect DLS calculations(3)Concentration(4)User Specifiedb.Platei)All plate types must be tested by Wyatt to assess compatibility and determine theappropriate plate insert, which determines the read position in the well.(1)We have a 9mm insert installed.(2)Talk to Kelly if you wish to add additional plate types not listed or if a plate you areconsidering needs a different plate insert.ii)Select Plate from the Pull-down list.(1)For DLS, use a predefined general plate name(2)For SLS, you’ll need to calibrate each plate and define it with a unique identifier4.Experiment Designer, click to design experimenta.If you do not see “Experiment Designer” in the side panel, right-click on “Event Schedule” andswitch to Experiment Designer.b.Click Edit Experiment.c.Select an experiment type:i)Fixed Temperature, for standard dynamic light scattering measurements.ii)Continuous Temperature Ramp, for constant temperature ramp rate (best for very small number of samples).iii)Discrete Temperature Increment, for experiments in which all samples are measured at defined temperature before ramping to next (generally best for thermal stabilitymeasurements, especially with multiple samples).d.Static Light Scattering, choose Yes or No. Note that SLS requires plate calibration with Dextranstandards and solvent offset measurements.i)Click Next to proceed.e.Well Selectioni)Click on Select Wells (or on the plate)ii)Select wells to be collectediii)Click Input Template (optional) to edit sample names, solvents, and other well valuesiv)Adjust Replicate measurements to read wells multiple times(1)Within each scan… number of times a well is read before moving to next well(2)For multiple scans… number of times scan of all wells is repeatedv)Click Next to proceed.f.Propertiesi)Enable Auto-attenuation Yesii)Acquire an Image of Each Well Yesiii)DLS Acquisition Time(s) 5 (default) - 20 (more for low conc. and large size)iv)Number of DLS Acquisitions 5 (default) - 20v)Optimization Calculator can be used to optimize Acquisition time and number.vi)Label Measurements(1)Click […] to add measurement labels.(2)Recommended minimal labeling: Well, TimeStampvii)Set temperatureviii)Click next to proceed.g.Reviewi)View experimental summary.ii)Save as Preset (optional) to save parameters as a template.iii)Click Finish when experiment editing is complete.h.Start Experimenti)Click Connect to Instrument Icon, top left (if not already connected).ii)Click on Green Start button to begin acquisition.iii)You will be prompted to name your experiment and data will be saved automatically.iv)You may collect additional data in the same file by:(1)rerunning the same experiment(2)editing experimental parameters (wells, acquisition time, number of acquisitions, etc.)and running again.Data AnalysisData can be examined in various ways:1.Datalog Grid2.Datalog Graph3.Correlation Graph4.Regularization Graph5.Spectral View1.Datalog Grida.Displays summary data table of measurements.b.Selecting data to display:i)Select individual measurement in the Left Side Pane will show data from all acquisitions.ii)Select Measurements to show summary table of all data.c.To change display data, Right-click in the table and select Table Settings.d.To Filter Data:i)Right-click the table and select Data Filter to omit data by criteria.ii)Right-click on an acquisition or measurement and select Mark to exclude from analysis.2.Datalog Grapha.Displays experimental data in graphical form.b.Simple graphs of data can be created for reports.3.Correlation Grapha.Displays the intensity auto-correlation function (ACF), the raw dynamic light scattering data.b.Displays fit for both cumulants (a single species fit) and regularization (multi-species fit).c.Correlation data should be examined carefully to assess data quality.i)See Assessing Data Quality below for tips on evaluating data.4.Regularization Grapha.Displays the calculated hydrodynamic radius distribution using regularization fit of theautocorrelation function (Regularization is a multi-modal fit).b.Select measurement(s) to be displayed.c.Lower panel displays peak results.i)Radius (nm)ii)%PD, polydispersity(1)PD < 15% is considered a narrow peak and monodisperse.(2)PD > 30% is considered a broad peak and polydisperse.iii)Mw-R is mass calculated from Radius and shape model.iv)%Intensity is size distribution as a function of the measured scattered light intensity.v)%Mass is the size distribution in terms of the mass of the particles.•Note: these peaks are distinct from the user-defined Ranges in the Datalog Grid, which are an arbitrary binning of the data.5.Spectral Viewa.Graphical view of the data in a well plate format.ed to quickly screen large sample sets.e Sequence to toggle different measurements taken in the same well.6.Exportinga.Right-click on tables or graphs to export.b.Export Values or Graph to clipboard or to file.Assessing Data Quality1.Examine the Correlation Graph to assess data quality (see dls_evaluation_criteria.pdf for examples).2.Proceed with analysis if:a.Correlation function show a single decay.b.Correlation function shows multiple decays that are resolved in the evaluation time window.e Caution when analyzing if:a.Correlation function shows premature termination (noisy at long times).i)Increase acquisition time.b.Correlation shows a foot at long delay times indicating particle number fluctuations.i)Decrease acquisition time.ii)Increase number of acquisitions.iii)Use data filtering.c.Correlation function is not smooth indicating a weak signal.i)Increase acquisition time.ii)Increase number of acquisitions.iii)Increase laser power (of auto-attenuation disable).iv)Increase concentration.4.Do not analyze data if:a.Correlation function shows evidence of large particles.i)Centrifuge or filter sample.b.Correlation function shows no evidence of particles (looks like solvent).Shutdown1.Remove your plate from the instrument.a.Plates can be reused.i)Mark used wells (black marker on the clear bottom works well).ii)Cover your plate and store in a clean, safe place for future use. (Remember: Avoid Dust!)2.Close the door using the button on instrument LED panel or in Dynamics.3.Turn off the DynaPro III laser.4.Quit Dynamics Software.5.Logoff from PPMS!Data ManagementTechnology Dynamic Light Scattering (DLS)Instrument Wyatt Dynapro Plate Reader IIIRecommended Repository Generalist RepositoryData Collection & Analysis SoftwareCurrent Version Dynamics, Version 7.10.1.21Data Files (Type, ~size) experiment file .dexp ~500KB/measurement Readable Exports Autocorrelation functions (all) .csv 20-100 KB/experimentAutocorrelation functions (indiv) .csv 10 KB/measurementAutocorrelation errors (indiv) .csv 10 KB/measurementindividual acquisitions .csv 30-50 KB/measurementWell image .jpeg 350 KB/measurementRegularization fit (all) .csv 10 KB/measurementRegularization fit (indiv) .csv 10 KB/measurementpeaks tables .csv 10 KB/experimentresults tables .csv 5 KB/experiment Book time and Report Problems through the PPMS system: https:///hms-cmi •rates are based on booked and real time usageContact ***************.edu with questions.last edited: 2023-07-20。
Belimo FSNF24-S 失效保护阀说明书
FSNF24-S USFail-Safe actuator used in typical Fire and Smokedamper applications• Torque motor 70 in-lb [8 Nm]• Nominal voltage AC/DC 24 V• Control On/Off• @ 350°F [177°C] for 30 min• 15 s, 15 s Motor/Fail-safe• 2x SPDTTechnical dataElectrical data Nominal voltage AC/DC 24 VNominal voltage frequency50/60 HzPower consumption in operation27 VAPower consumption in rest position 3 W, 6.5 VA, End stop 55 VA, 2.5 A slow blowfuse *Transformer sizing40 VAAuxiliary switch2x SPDT, 7 A resistive (2.5 A inductive) @ AC250 V, one set at 10°, one set at 85°Switching capacity auxiliary switch7 A resistive (2.5 A inductive) @ AC 250 VConnection supply 2 leads 32" [0.9 m], 18 AWG with 1/2" NPTconduit connectorConnection auxiliary switch cable 32" [0.9 m], 18 AWGOverload Protection electronic throughout 0...95° rotationElectrical Protection actuators are double insulatedFunctional data Torque motor70 in-lb [8 Nm] @ 350°F [177°C] for 30 minDirection of motion motor selectable by ccw/cw mountingDirection of motion fail-safe reversible with cw/ccw mountingAngle of rotation95°Running Time (Motor)15 s / 90°Running time motor note between 32...350°F [0...177°C], <15 s at ratedvoltage & torqueRunning time fail-safe15 sNoise level, motor45 dB(A)Noise level, fail-safe62 dB(A)Position indication MechanicalSafety data Power source UL Class 2 SupplyDegree of protection IEC/EN IP40Degree of protection NEMA/UL NEMA 1Enclosure UL Enclosure Type 1Agency Listing cULus listed to UL873 and CAN/CSA C22.2No.24NYC Department of Buildings MEA 197-07-MCalifornia State Fire Marshal Listing3210-1593:101Quality Standard ISO 9001Safety dataUL 2043 CompliantSuitable for use in air plenums per Section 300.22(C) of the NEC and Section 602 of the IMCAmbient humidity Max. 95% RH, non-condensing Ambient temperature 32...122°F [0...50°C ]Storage temperature -40...176°F [-40...80°C]Servicingmaintenance-free Weight Weight6.5 lb [3.0 kg]MaterialsHousing material galvanized steelGears steel, permanently lubricatedFootnotes† UL File XAPX.E108966•••Safety notes* Neither UL nor Belimo require local over-current protection. The FSNF actuators drawhigher peak current when driving against any type of stop. If used, this requires the value of a local fuse or breaker to be increased to avoid nuisance opening or tripping. A 2.5 A slow blow should be used for AC 24 V. A 0.5 A slow blow should be used for AC 120 V. A 0.25 A slow blow should be used for 230 V and a 0.3 A slow blow for AC 208 V. Transformers: Note that while a 24 V 100 VA transformer would handle 2 actuators, a 4 A breaker or plug fuse is insufficient. A 5 A slow blow would be required.Belimo Fire & Smoke actuators have passed the AMCA 520 and UL 555S Long Term Holding test. No special cycling is required during prolonged periods when actuator is driven open and held there. Periodic testing of dampers and actuators per local codes and NFPA 80 and NFPA 105 are required.The actuator contains no components which the user can replace or repair. A 1/2" threaded connector is standard. FSNFxx-FC models have a 3/8" Flex Connector. Other than the connector, these actuators are identical to the conduit connector version.Product featuresApplication The FS series of spring-return actuators are designed for the operation of UL555 and UL555S listed fire/smoke dampers in ventilation and air-conditioning systems.OperationThe actuator is mounted in its fail safe position with the damper blade(s) typically closed. Upon applying power, the actuator drives the damper to the open position. The internalspring is tensioned at the same time. If the power supply is interrupted, the spring moves the damper back to its fail-safe position.Typical specificationAll smoke and combination fire and smoke dampers shall be provided with Belimo FSTF, FSLF, FSNF, or FSAF series actuators. All substitutions must be approved before submission of bid. Damper and actuator shall have UL555S Listing for 250°F and/or 350°F. Actuator shall have been tested to UL2043 per requirements of IMC 602.2 and NEC 300.22 (c). Where position indication is required -S models with auxiliary switches shall be provided.AccessoriesElectrical accessoriesDescriptionType Thermoelectric tripping device, Duct inside temperature 165°F BAE165 US Auxiliary switch 2x SPDTS2A-F US Mechanical accessoriesDescriptionType Anti-rotation bracket, for AF / NF AF-P End stop indicator for AF / NFIND-AF2DescriptionType Shaft clamp for AF..K4-1 US Actuator arm, clamping range ø10...20 mmKH-AFKH-AF-1 US SH8Angle of rotation limiter for Classic AF/NF.ZDB-AF2 US Mounting bracket for AF..ZG-100Mounting bracket for AF / NFZG-101Crank arm adapter kit Incl. mounting hardwareZG-AF US ZG-AF108Damper clip for damper blade, 3.5” width.ZG-DC1ZG-DC2Weather shield 13x8x6" [330x203x152 mm] (LxWxH)ZS-100Weather shield 406x213x102 mm [16x8-3/8x4"] (LxWxH)ZS-150Explosion proof housing 16x10x6.435" [406x254x164 mm] (LxWxH), UL and CSA, Class I, Zone 1&2, Groups B, C, D, (NEMA 7), Class III, Hazardous (classified) LocationsZS-260Weather shield 17-1/4x8-3/4x5-1/2" [438x222x140 mm] (LxWxH), NEMA 4X, with mounting bracketsZS-300Electrical installationINSTALLATION NOTESProvide overload protection and disconnect as required.Actuators may be powered in parallel. Power consumption must be observed.S4 makes to S6 when actuator is powered open.Auxiliary switches are for end position indication or interlock control.Double insulated.Ground present on some models.Meets cULus requirements without the need of an electrical ground connection.Parallel Actuator Wiring Wiring diagramsAC/DC 24 VFSNF24-S US Wiring diagramsTypical containment damper control wiringParallel Actuator WiringAuxiliary SwitchElectrical installationDimensions。
Sesam 2015 Release Documentation
RELEASE DOCUMENTSESAM TM – 45 years of successVersion: The 2015 releaseDate: 22 December 2015Reference to part of this report which may lead to misinterpretation is not permissible.0 13 December2015 Torgeir Vada, Fan JoeZhang, CangboZheng, AanundBerdalJo Øvstaas, Sven-Kåre Evenseth, StyrkFinne, Arne ChristianDamhaugOle Jan Nekstad13 December 2015Prepared by DNV GL - Software© DNV GL AS. All rights reservedThis publication or parts thereof may not be reproduced or transmitted in any form or by any means, including copying or recording, without the prior written consent of DNV GL ASTable of contents1INTRODUCTION (4)2HIGHLIGHTS OF THE SESAM 2015 RELEASE (5)2.1 Sesam Manager (5)2.2 Sesam GeniE (5)2.3 Sesam HydroD (9)2.4 Sesam DeepC (10)2.5 Sesam Pipeline (10)2.6 Sesam Marine (10)2.7 Sesam Wind (11)3HOW TO UPGRADE (12)3.1 How to Download (12)3.2 Upgrading Sesam Manager (13)3.3 Upgrading Sesam GeniE (13)3.4 Upgrading Sesam HydroD (14)3.5 Upgrading Sesam DeepC (14)3.6 Upgrading Sesam Pipeline (14)3.7 Upgrading Sesam Marine (15)4DOCUMENTATION (16)5MAIN NEWS OF THE SESAM 2015 RELEASE (17)5.1 Sesam Manager (17)5.2 Sesam GeniE (18)5.2.1 GeniE Version 7.0-12 (18)5.2.1.1 Make Reports Including Graphics (18)5.2.1.2 Dynamic Sets (19)5.2.1.3 Partial Meshing – Remove Limitations (20)5.2.1.4 Mesh Editing (21)5.2.1.5 Robust Copying of Large and Complex Models (27)5.2.1.6 Multiple Water Depths (28)5.2.1.7 Compute Buoyancy of Members at Mudline (29)5.2.1.8 Grouted Member Modelling (29)5.2.1.9 Linearisation of Piles (30)5.2.1.10 Member Spectral Fatigue (30)5.2.1.11 Yield Strength Assessment According to CSR-H (32)5.2.1.12 Yield Strength Assessment According to VonMises (32)5.2.1.13 Yield Screening (34)5.2.1.14 Other Useful Enhancements (35)5.2.1.15 Supporting Programs (Wajac, Splice, Sestra, Framework) (38)5.2.2 GeniE Version 7.1-14 (39)5.2.2.1 13B Member Code Checking According to API 22nd Edition (39)5.2.2.2 14B Minimum Joint Capacity Check Based on API 21st/22nd Edition (39)5.2.2.3 15B Sea State Dependent Hydrodynamic Coefficients (40)5.2.2.4 16B Marine Growth Mass Separated from Wave Load Analysis (40)5.2.2.5 17B Import Linearized Pile Matrix (41)5.2.2.6 18B Additional SN-Curves for Fatigue Analysis (41)5.2.2.7 19B More Flexible Reporting (42)5.2.2.8 20B Local Finite Element Modelling – Edit and Refine Mesh (42)5.2.2.9 21B Quality Check of Imported Models via FEM Format (51)5.2.2.10 22B Yield Screening According to IACS CSR BC & OT (51)5.2.2.11 23B Other Useful Enhancements (52)5.2.2.12 24B Supporting Programs (Wajac, Splice, Framework, Xtract) (54)5.2.3 GeniE Version 7.2-07 (55)5.2.3.1 Print Modal Mass Factors (55)5.2.3.2 Full Support of API 21st and 22nd Edition (56)5.2.3.3 Contour Plotting of Pressure on Both Sides of a Shell (56)5.2.3.4 24B Supporting Programs (Usfos) (57)5.3 Sesam HydroD (58)5.3.1 Wasim Version 5.3-07 (58)5.3.2 Postresp Version 6.5-01 (58)5.4 Sesam DeepC (59)5.4.1 DeepC Version 5.0-06 (59)5.4.2 UmbiliCAD Version 1.2-02 (59)5.5 Sesam Pipeline (60)5.5.1 Fatfree Version 12.0-03 (60)5.5.2 StableLines Version 1.5-02 (60)5.5.3 OS-F101 Version 3.3-01 (60)5.5.4 SimBuck Version 1.13-01 (60)5.5.5 RP-F101 Version 1.0-01 (60)5.6 Sesam Marine (61)5.6.1 Sima Version 3.2-01 (61)5.6.2 Simo Version 4.6-01 (62)5.6.3 Riflex Version 4.6-01 (62)5.7 Sesam Wind (62)5.7.1 FatigueManager Version 3.2-1708 (62)6OTHER PRODUCT INFORMATION (63)7TECHNICAL NOTES (65)7.1 Supported Operating Systems (65)7.2 Recommended Hardware Configurations (65)7.3 Supported Beam Code Check Standards (67)8LIST OF SESAM PROGRAMS (68)1INTRODUCTIONThe Sesam TM 2015 Release is the collection of Sesam programs as of 30 November 2015. There are many significant updates on several Sesam programs as compared to the previous release (August 2014).“The continuous investments in Sesam lead to new and improved products that help our customers become more efficient. They also get higher data quality during import from other sources. This release is more complete for all the industry segments Sesam is supporting. These include jacket analysis, floater analysis (offshore and ship specific), riser and pipeline design and marine operations. The amount of new functionality is a proof that we invest heavily based on listening to customer needs” says Ole Jan Nekstad, Product Director Sesam.Your feedback is important to us and the above improvements are a result of such. We thank you for your continuous support of Sesam. If you have any suggestions, questions or problems please send an email to: software.support@ or contact one of our local offices.In this Release Document you can read about the new main features and how to upgrade models created in previous versions. Detailed update information for each Sesam program can be found on the Customer Portal.The three most significant updates during the last year are:-Manual and automatic refinement of a finite element mesh (requires a new license extension) - A new method for member fatigue (spectral fatigue) where the stress RAO’s are established subsequent to deterministic wave load and structural analyses-Supporting API 22nd including AISC 9thA global finite element model with a typical Automatic mesh refinement including transition mesh size of 400 mm. between fine (25 mm for this example) and coarsemesh.2HIGHLIGHTS OF THE SESAM 2015 RELEASESesam has been a modular system since the first release in 1969. This has proven to be a success since our customers can pick the functionality they need. The modularity also eases replacing outdated program modules with new and modern software, again to the benefit of our customers. To ease the understanding of the Sesam offerings we have made some packages. These are described in the following and include the highlights for this release. More details may also be found in Chapter 5.2.1Sesam ManagerSesam Manager has been updated with the following new features:∙Translate and import Sesam (Brix) Explorer job∙Batch execution of Sesam Manager and workflow within it∙Built-in templates and link to downloadable Sesam examples∙Information on new Sesam program versions when you start Sesam Manager. You may download updated program versions directly from this view. It is required that you are connected to the internet.2.2Sesam GeniESesam GeniE includes all Sesam programs needed to do structural analysis. It also interacts with Sesam HydroD to make hydrodynamic models and to read hydrodynamic results. Since the previous Sesam 2014 release (August 2014) there have been four GeniE releases including supporting programs (Wajac, Splice, Sestra, Framework and Xtract). The main benefits of these releases are:∙Make reports including figures. Our users can now make reports that include graphics of structure, finite element model and results. The figures are automatically generated and the user may decide the view angle or use the default options. By this we expect many man-hours can be saved since it is not necessary to manually cut and paste figures into a report. Further savingswill also be gained after a re-design since the report is automatically updated.∙Partial meshing supports Sesam Quad and can be used on fixed structures. Partial meshing can now be used for all types of linear analysis started from GeniE or Sesam Manager. This will help users save significant meshing time during re-meshing after a change in structure or meshsettings. For jacket and topside analysis, partial meshing will lead to a constant finite elementnumbering system where only new node/element numbers are introduced when there is achange in structure or other mesh settings.∙The user can edit a mesh including edit node position, move elements, collapse elements, keep mesh, delete elements and refine grid. Manual mesh editing makes it is easy to gain highprecision control of the FE mesh. In most cases the automatic mesh generation based on mesh algorithms will give a satisfactory result. However, in some cases the user wants to improve the mesh based on own experiences or other requirements. GeniE now supports two options for doing so: Either change the mesh settings or manually edit the FE mesh. All mesh editing is scripted meaning that a model can be recreated at a later stage. For long term compatibility it is advised to use the GNX format for storage. Mesh editing can be done on both flat and curved surfaces. The first release of mesh editing is limited to first order elements.∙Robust copying of very large models. A new method for copying large models will ensure that all structural components are part of the copy operation. Previously and in special cases our users experienced that not all structural components were copied and a manual repair of the model was necessary. Instead of copying each structural component they are now all grouped and copied in one operation.∙Jacket specific: Supporting multiple water depths. Users may now define several water depths in the same analysis. This will make it much easier for jacket designers to specify the analysis input data as well as to do results screening and code checking. Previously it was necessary to do several code check runs based on multiple analyses prior to a manual check of worst conditions.This can now be done automatically in one code check run based on one analysis.∙Jacket specific: Compute buoyancy of members at mudline. Users can now easily include the buoyancy of members that are modelled at same elevation as the mudline. Previously it was necessary to adjust the mudline elevation with a couple of millimetres to achieve the correct buoyancy.∙Jacket specific: Automatic computation of mass and buoyancy area of grouted members. When defining a grouted member the mass of grout is automatically included and the buoyancy area is computed. Previously, it was necessary to manually derive the equivalent mass density and buoyancy area and apply these to the model.∙Jacket specific: Compute pile equivalent spring matrix. The new version lets you decide which load-combinations shall be used in the computation to derive a 6x6 equivalent spring-to-ground matrix for each pile. In earlier versions this was a manual, tedious and complex procedure.∙Jacket specific: Member spectral fatigue. This is a new method in Sesam for member fatigue and it is an add-on to the previous deterministic, stochastic and time domain (also known as rain-flow counting) fatigue methods. The spectral fatigue methodology is based on non-linear wave load calculation in time domain and calculation of stress RAO’s subsequent to the structural analysis. This means that the non-linear wave load effect typically in the splash zone (variable submergence and drag force) is accounted for contrary to the stochastic method in which the linearization is done prior to the wave load calculation.∙Ship and hull specific: Yield strength assessment according to VonMises and CSR-H (IACS Common Structural Rules for Bulk Carriers and Double Hull Oil Tankers, published in July 2015).This means that it is possible to perform yield strength assessments based on a global model to decide whether to perform refined analyses, i.e. refine the FE mesh locally and re-run theanalysis. The yield strength assessment is based on the membrane VonMises stress and when performing a check according to CSR-H the acceptance criteria for different structuralcomponents are automatically accounted for. For a simple yield check the user can include user defined safety factors for the individual parts.∙Supporting member code check according to API 22nd including AISC 9th. Member and tubular code checking can now be performed based on the latest edition of API 22nd edition. Thisincludes the use of AISC 9th for non-tubular members. Furthermore, the AISC 9th code check edition can be used directly for a model including tubular members. The user benefit is that use of the code check according to API 22nd can be done without labour intensive customer made spread sheets.∙Minimum joint capacity check based on API 21st/22nd edition. This minimum joint capacity check is performed on joints denoted critical by the user. It requires that a member code check has been run prior to the joint capacity check since the minimum joint capacity will be based on 50% of brace effective strength. By this we expect savings in engineering hours as this check now can be done in GeniE instead of customer made spread sheets.∙Sea-state dependent hydrodynamic coefficients for different directions and water depths. For jack-ups and jackets with many conductors the hydrodynamic analyses are often carried out with different sets of hydrodynamic properties (C d and C m). Previously this was done in GeniE based on multiple analyses with only one set of hydrodynamic coefficients in each analysis. This time consuming analysis approach including manual screening of results is now replaced by a new feature allowing all this to be done in a single analysis. This leads to a very efficient analysis execution, code checking, re-design and automatic reporting.∙Marine growth mass separated from wave load analysis. The weight of marine growth can now be separated from the wave load analysis in a separate load case. This means that different load factors can be used for wave loads and weight of marine growth in a load combination.Previously it was cumbersome to set up wave load analysis to achieve the same.∙Import linearized pile matrix. This feature will significantly help our users to run a non-linear pile-soil analysis with the purpose to automatically compute linearized spring stiffness at the pile head at seabed (linearized pile matrix) based on governing load combinations specified by the user. Furthermore, the linearized pile matrix can be imported to be used as boundary conditions replacing the piles and soil. Engineering will now be more efficient since this was previously done following a labour intensive manual procedure. This feature is normally used in connection with free vibration and fatigue analyses.∙Additional SN-curves for fatigue analysis. It is now much easier to select SN-curves since they can be selected from a pull-down menu instead of typing the names. Furthermore, the program selects the relevant part of the SN-curve based on the elevation provided by the definition of the splash zone. This means that the only definition needed is two input parameters for the splash zone and one SN-curve. Previously it was necessary to use 3 different SN-curves: for air, free corrosion (splash zone) and corrosion protected (the water zone). Finally, additional SN-curves have been implemented eliminating the need for manual definition of the curves.∙More flexible reporting. For graphical reporting chapters can be moved up and down by cut and paste. Also, a chapter can be copied and edited. This makes graphical reporting more useable and faster. The benefit for the user is easiness in making a report where the order of the table of content can be changed.∙Local finite element modelling – edit mesh and refine mesh. Mesh editing was introduced in the previous version of GeniE. The edit mesh functionality has been significantly improved byfeatures for mesh alignment (based on start/stop finite elements or move and adjust based on start/stop positions) as well as delete and insert surface elements within an existing plate. Edit mesh now also supports 2nd order finite elements. The big time saver for our users is to very quickly include refined mesh details in a global model. The new feature refine mesh has been shown to more than 1000 engineers and the feedback is that they can speed up the modelling time from days and hours down to a few seconds per detail using the new and automatic mesh refinement options. The figures below show two examples where automatic mesh refinement options have been used.∙Quality check of imported models via FEM format. Prior to importing a FEM model it is now possible to do a quality check of the data. In other words, the user is informed about the quality of the data based on a selection of quality check criteria. There are also some means forimproving the quality of the FEM file prior to importing it into GeniE. The benefit is that it can be done and documented prior to import instead of finding the weaknesses afterwards.∙Yield Screening according to IACS CSR BC & OT to identify areas for refined analysis. The new standard for bulk carriers and oil tankers is effective as of 1 July 2015. The benefit for our users is that they can document compliance to this standard by using this version of GeniE together with the latest release of Nauticus Hull. It is possible to perform yield strength assessments based on a cargo hold model to decide whether to perform refined analyses, i.e. refine the FE mesh locally and re-run the analysis. The yield strength assessment is based on the membrane VonMises stress and when performing a check according to this standard the acceptance criteria for different structural components are automatically accounted for. For a simple yield check, theuser can include user defined safety factors for the individual parts. There are also built-in rules for how to treat holes and mesh details for refined models (including automatic conversion ofbeam element to surface FE). The figure below shows a beam element that has beenautomatically converted to plate FE (blue colour). The conversion takes care of material andstiffness properties, eccentricities, sniping details and connectivity between plate FE andsurrounding beam FE.∙Support for DNV GL rules (draft version, July 2015). The new version of GeniE supports cargo hold and detailed analyses, loads, boundary conditions, corrosion addition and buckling check when used together with the latest release of Nauticus Hull.∙Print modal mass factors. Following an eigenvalue analysis it is now possible to print the individual mass participation and the relative accumulative mass participation factors. Both are needed to verify that the correct eigenmodes are part of a dynamic analysis2.3Sesam HydroDSesam HydroD includes all Sesam programs needed to do hydrostatic and hydrodynamic analysis. It is based on model data from Sesam GeniE and it will produce results for use in structural analysis to be used by Sesam GeniE. Compared to the 2014 release Wasim and Postresp are updated.The most important new feature is:∙Stream function wave theory is implemented inWasim. This will remove virtually all limitation ondoing analysis in shallow water.Other important new functionalities are:∙The DNV-NA scatter diagram is updatedaccording to the 2014 edition of ClassificationNote 30.7.∙Results for both relative motion and waveelevation from Wasim.∙Postresp can read data for sum-frequency only ordifference frequency only.2.4Sesam DeepCSesam DeepC focuses on mooring, riser and umbilical analysis. Such analyses are often carried out based on a coupled analysis approach.The latest release has focused on engineering efficiency through concept modelling of complex parts involved in typically offloading analysis, tendon disengaged analysis and pipe-laying analysis.2.5Sesam PipelineSesam Pipeline is a collection of tools to ensure compliance with DNV Recommended Practices for offshore pipelines.There are updated versions of FatFree, StableLines, SimBuck and OS-F101. In addition we have released a new program called RP-F101 for the assessment of corroded offshore pipelines.2.6Sesam MarineSesam Marine addresses marine operations. As for Sesam DeepC the analyses are often based on a coupled analysis approach.The most recent version addresses both usability (e.g. better reporting, more examples and improved post-processing) and new functionality (for example a better load model between inner and outer pipe).2.7Sesam WindSesam Wind is an add-on to the Sesam GeniE package. It also includes import of wind load time series and set-up of multiple analyses with varying wind direction and duration followed by a fatigue analysis.With the new release you can more easily include structural self-weight into the analysis as well as use variables in the definition of wave load input.3HOW TO UPGRADE3.1How to DownloadThe new version of GeniE can be downloaded from our Customer Portal located on Customer Portal (https:///cp).Please note the following:-You need your own user id and password to log in to the Customer Portal. If you don’t have an account enter your email address for us to validate you as a user and we will email you logindata.-The Sesam 2015 release supports Windows 7 and Windows 8.1. See Chapter 7.1 for more details.-The Sesam 2015 release supports 64 bit operating systems. If you use the default destination folders a 32 bit program will be installed in C:\Program files (x86)\DNVGL and a 64 bit program in C:\Program files\DNVGL.-After installation and prior to using the new versions start the Application Version Manager (AVM) to ensure that the correct versions of the different applications are set as default.-Other useful information may be found in the Installation Guideline.3.2Upgrading Sesam ManagerThe Sesam Manager database is compatible with previous versions. It is also possible to import data from previous version using js (script), xml or zip files. The js and xml files recreate the workflow while the zip file also contains input and result files of the programs included in the workflow.The license file is the same as before.3.3Upgrading Sesam GeniEUpgrading from Previous GeniE VersionsBefore you upgrade, please make sure you have relevant data i.e. js files or xml files to be used when regenerating your models in the new GeniE version.There are four alternatives for migrating data from a previous version of GeniE. For a full description of data transfer capabilities and limitations please consult chapter 10 in Volume 3 of the GeniE User Manual. You can download the user manual from the Customer Portal before installing the programs.-The first alternative is using the js journal file – make sure that it runs safely (File -> Read Command File) in the previous GeniE version before importing it into the new version. Thejournal file is complete and may contain analysis runs, code checks and report generations. Itwill also contain changes and deletions of model data, in short everything you did in the course of your work.-The second alternative is using the condensed js file (the so-called clean js file). This file is more or less complete for jackets and topsides where there are no curved structures. The environment and analysis set-up is included but note that code check data is not part of the clean js file. From version 6.6 and onwards the clean js file includes curved guide curves, curved beams and curved support curves.-The third option is by use of the XML import and export feature. The XML file contains a neutral definition of the workspace – it is complete except for code check details and reporting. If youare upgrading from GeniE 6.3 or later the xml file includes code checking of beams. Thefunctionality is available from File -> Export -> XML Concept Model and File -> Import -> XMLConcept Model.-The final option is by use of the new GNX import and export feature. This option can be used when migrating data from the 6.8-14 version to later versions of GeniE or when transferring data to new workspaces using this version of GeniE. The GNX zip file contains XML and FEM files. Ifyou have multiple analyses all FEM files will be part of the data storage.You can use your existing license file to run the new version of GeniE. Please note that there are features (code checking of beams (CCBM) or plates (CCPL), modelling of curved structure (CGEO), mesh editing (CGEO) and mesh refinement (REFM)) that require a license key in addition to the one for the basic program version.For the execution of plate code check according to DNV GL Rules you must install the Rule Service15.20.53. The GeniE license for code check of plated structure (CCPL) is required.For use of PULS Excel and PULS Advanced viewer for refined plate code checking installation of Nauticus Hull is required. This requires a separate installation and separate license keys.Other Applications than GeniEFor the programs Wajac, Sestra, Splice, Installjac, Framework, Platework, Submod, Usfos, Cutres, Stofat, Presel and Xtract the update information is found on the Customer Portal. If you want to convert soil data from Sesam GeniE to Usfos you should install the utility tool soil.exe from .The respective license files are the same as before.None of these other programs are using database technologies rather they have input files in form of “*.jnl” or “*.inp” files. This means that previous input data can be used to regenerate the data.3.4Upgrading Sesam HydroDUpgrading from Previous HydroD VersionBefore you upgrade make sure you have copies of HydroD journal files (js files) to be used when regenerating your models in the new HydroD version. Importing the data to a new version will be more efficient if you use the feature to export a so-called clean js file. HydroD can also import old Prewad input files in case you have not used HydroD before. Older versions of Wasim (Wasim Manager) did not have scripting which means that if you want to re-run old Wasim models you must first convert them manually to the new HydroD user interface.The license file for HydroD is the same as before.Other Applications than HydroDFor the programs Wadam, Wasim, Waveship and Postresp, the update information is found on the Customer Portal.The respective license files are the same as before.Wadam, Wasim and Waveship are not using database technologies. Previous input data can be used as is to regenerate the data. Postresp has a database. Postresp 6.5 will read a database created by Postresp 6.4. It will also read jnl-files created for Postresp 6.4.3.5Upgrading Sesam DeepCUpgrading from Previous DeepC VersionBefore you upgrade make sure you have relevant js files to be used when regenerating your models in the new DeepC version.For DeepC you can import the journal file (js file) created from your modelling sessions. Alternatively, you can export a condensed js file (the so-called clean js file) and import this into the new program version. These actions are available from File -> Save Clean JS and File -> Read Journal File. The data transfer is complete, but you need to re-run your analyses.The license file for DeepC is the same as before.Other Applications than DeepCFor the programs Simo, Riflex and Vivana, the update information is found on the Customer Portal.The respective license files need to be updated.None of the other programs are using database technologies rather they have input files in form of “*.jnl” or “*.inp” files. This means that previous input data can be used to regenerate the data. Some of the tools are Excel based meaning that the previous data can be used in a new program version.3.6Upgrading Sesam PipelineSesam Pipeline contains FatFree, StableLines, PET (Pipeline Engineering Tool), OS-F101 and SimBuck. The license files for these programs are the same as before.。
SDRplay ADS-B (dump1090) User Guide
Radio Spectrum Processor ADS-B (dump1090) User GuideOverviewThe SDRplay Radio combines together the Mirics flexible tuner front-end and USB Bridge to produce a SDR platform capable of being used for a wide range of worldwide radio and TV standards. This document provides an overview of the installation process and operation of the SDRplay ADS-B(dump1090) application.Dump1090 was originally written by Salvatore Sanfilippo ***************** in 2012 and is released under the BSD three clause license.Malcolm Robb *********************** made a number of improvements in 2014. In this revision of the application, support has been added for the RSP.Oliver Jowett ********************.uk created mutability version including oversampled demod in 2016. Contents1.Installation (2)2.Getting Started (11)3.RSP Command Line Options (13)4.Legal Information (14)1. InstallationDownload the SDRplay ADS-B (dump1090) installer from the Windows section of the website (/downloads)Run the downloaded installation file and you will see this, click Yes to continue.Click Next to continue past the welcome screen.Please read and accept the license agreement.The next screen will display important information about these early releases. Read and then click Next.The next screen shows the installation directory. Check you have enough disk space and then click NextThe next screen confirms where the software will be installed to. If correct, click Install.After the software has installed, there will be some quick tips in the next screen, after you have reviewed these click Next.This completes the installation, clicking Finish will close the installer.This software works well with the Virtual Radar Server software. Virtual Radar Server will collect the data from dump1090 and produce a clickable map that shows all of the aircraft found by dump1090 in real time. You can download it from here: /Download.aspxAfter downloading the software, run it to start the installation.Click Next to continue past the welcome screen.Review and accept the license agreement, then click Next.You can review the change log and then click Next to continue.Review the installation directory and click NextThe next screen allows you to change the port number that the server listens on to receive web requests. You can normally leave this as the default (80) but if it conflicts with another web server you may have on your system, you can change it, then click Next.You can choose which folder to store the programs shortcuts or leave it as the default and click NextThis screen allows you to automatically configure the firewall to allow remote connections. Review this information and then click Next once you have decided on the correct setting.After reviewing the summary of what will be installed, click Install to begin.After the software has installed, click Finish to close the installer.2. Getting StartedThe easiest way to get started is to click on Start dump1090 from the Stat Menu (underSDRplay/dump1090). This will start dump1090 with settings to output the received plane information to the network ports.A receiver should be setup in Virtual Server with the following information:Format: BeastIP: 127.0.0.1 (if dump1090 and virtual server running on the same machine) or set to the IP address of the machine running dump1090Port: 30005 (this is the default output port for beast data)Please note: there are more Start options from the menu, these are 2MHz mode (interactive or quiet) and 8MHz mode (interactive or quiet). Interactive will show the plane information as received but will require more CPU than the quiet mode that just outputs the data to the network port.Whilst this is running, start Virtual Radar Server from the Start Menu. It should automatically connect to the dump1090 application and start to process incoming data.You can now click on the link in blue inside the Virtual Radar window (shown in blue) and it will open up a browser window showing the aircraft being detected on a map.You can change some of the command line options to try to improve the performance to capture more aircraft data. Below are some of the options that relate directly to the operation of the RSP.3. RSP Command Line Options--dev-sdrplay – Must be set for ANY RSP--net – enable networking--modeac – enable decoding of SSR modes 3/A & 3/C--oversample – use the 8MHz demodulator (default: 2MHz demodulator)--rsp-device-serNo <serNo> Used to select between multiple devices when more than one RSP device is present--rsp2-antenna-portA Select Antenna Port A on RSP2 (default Antenna Port B)--rspduo-tuner1 Select Tuner 1 on RSPduo (default Tuner 2 if Master or Single Tuner)--rspduo-single Use Single Tuner mode for RSPduo if available (default Master/Slave mode)--adsbMode Set SDRplay ADSB mode (default 1 for ZIF and 2 for LIF)--enable-biasT Enable BiasT network on RSP2 Antenna Port B or RSP1A or RSPduo Tuner 2--disable-broadcast-notch Disable Broadcast notch filter (RSP1A/RSP2/RSPduo)--disable-dab-notch Disable DAB notch filter (RSP1A/RSPduo)--interactive – display aircraft data in a table in the command prompt--quiet – Disable output to the command promptFor more information contact /support4. Legal Information********************************************************(2012)andisreleasedunderthefollowingBSDthreeclause license.**********************************(2014)madeanumberofimprovements******************************(2016)addedRSPsupportCopyright(c)2012,************************************All rights reserved.Redistribution and use in source and binary forms, with or without modification, are permitted provided that the following conditions are met:1. Redistributions of source code must retain the above copyright notice, this list of conditions and the following disclaimer.2. Redistributions in binary form must reproduce the above copyright notice, this list of conditions and the following disclaimer in the documentation and/or other materials provided with the distribution.3. Neither the name of the copyright holder nor the names of its contributors may be used to endorse or promote products derived from this software without specific prior written permission.THIS SOFTWARE IS PROVIDED BY THE COPYRIGHT HOLDERS AND CONTRIBUTORS "AS IS" AND ANY EXPRESS OR IMPLIED WARRANTIES, INCLUDING, BUT NOT LIMITED TO, THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE ARE DISCLAIMED. IN NO EVENT SHALL THE COPYRIGHT HOLDER OR CONTRIBUTORS BE LIABLE FOR ANY DIRECT, INDIRECT, INCIDENTAL, SPECIAL, EXEMPLARY, OR CONSEQUENTIAL DAMAGES (INCLUDING, BUT NOT LIMITED TO, PROCUREMENT OF SUBSTITUTE GOODS OR SERVICES; LOSS OF USE, DATA, OR PROFITS; OR BUSINESS INTERRUPTION) HOWEVER CAUSED AND ON ANY THEORY OF LIABILITY, WHETHER IN CONTRACT, STRICT LIABILITY, OR TORT (INCLUDING NEGLIGENCE OR OTHERWISE) ARISING IN ANY WAY OUT OF THE USE OF THIS SOFTWARE, EVEN IF ADVISED OF THE POSSIBILITY OF SUCH DAMAGE.SDRPlay modules use a Mirics chipset and software. The information supplied hereunder is provided to you by SDRPlay under license from Mirics. Mirics hereby grants you a perpetual, worldwide, royalty free license to use the information herein for the purpose of designing software that utilizes SDRPlay modules, under the following conditions:There are no express or implied copyright licenses granted hereunder to design or fabricate any integrated circuits or integrated circuits based on the information in this document. Mirics reserves the right to make changes without further notice to any of its products. Mirics makes no warranty, representation or guarantee regarding the suitability of its products for any particular purpose, nor does Mirics assume any liability arising out of the application or use of any product or circuit, and specifically disclaims any and all liability, including without limitation consequential or incidental damages. Typical parameters that may be provided in Mirics data sheets and/or specifications can and do vary in different applications and actual performance may vary over time. All operating parameters must be validated for each customer application by the buyer’s technical experts. SDRPlay and Mirics products are not designed, intended, or authorized for use as components in systems intended for surgical implant into the body, or other applications intended to support or sustain life, or for any other application in which the failure of the Mirics product could create a situation where personal injury or death may occur. Should Buyer purchase or use SDRPlay or Mirics products for any such unintended or unauthorized application, Buyer shall indemnify and hold both SDRPlay and Mirics and their officers, employees, subsidiaries, affiliates, and distributors harmless against all claims, costs, damages, and expenses, and reasonable attorney fees arising out of, directly or indirectly, any claim of personal injury or death associated with such unintended or unauthorized use, even if such claim alleges that either SDRPlay or Mirics were negligent regarding the design or manufactu re of the part. Mirics FlexiRF™, Mirics FlexiTV™ and Mirics™ are trademarks of Mirics .SDRPlay is the trading name of SDRPlay Limited a company registered in England # 09035244.Mirics is the trading name of Mirics Limited a company registered in England # 05046393。
Eaton ESR5安全两手启动器说明书
Eaton 118703Eaton ESR5 Safety two-hand relay, 24VDC/AC, 2-channel, 2 enabling pathsGeneral specificationsEaton ESR5 Safety relay 118703ESR5-NZ-21-24VAC-DC 4015081168439114.5 mm 99 mm 22.5 mm 0.165 kgIEC 62061 ULCSA-C22.2 No. 14-95 EN 50178 CEUL Category Control No.: NKCR; NKCR7 UL 508UL report applies to both US and CanadaUL File No.: E29184 IEC 61508, Parts 1-7 2014/30/EU IEC/EN 60204CSA Class No.: 3211-83; 3211-03 EN 574 Part no. IIICCertified by UL for use in Canada EN ISO 13849-1 Machines 2006/42/EGProduct NameCatalog Number Model CodeEANProduct Length/Depth Product Height Product Width Product Weight CertificationsScrew connectionReinforced insulationAutomatic start2 Non-delayed enable current pathsBasic insulationMonitoring of external contactor/expansion unitSafe insulationApproval according to ULDetachable clampsFeedback circuitApproval for TÜV2-channelTwo-hand functionContacts: silver tin oxide, gold plated (AgSnO2, 0.2 µ m Au) Enclosure: Polyamide (PA), not reinforced M3 screw terminals60 mA, DC125 mA, ACIP20Terminals: IP20Installation location: ≥ IP54Enclosure: IP20100 %According to EN 61000-6-4According to EN 61000-6-2Status indication of SmartWire-DT network: Green LED 10,000,000 Operations240 monthRail mounting possibleTop-hat rail fixing (according to IEC/EN 60715, 35 mm) 22.5 mmIII2Normally 5.16 WElectronic safety relaysElectric connection type FeaturesFitted with:FunctionsMaterial Connection type Current consumption Degree of protection Duty factorEmitted interference Interference immunity LED indicator Lifespan, mechanical LifetimeMounting method Mounting width Overvoltage category Pollution degree Power lossProduct category ProtectionFinger and back-of-hand proof, Protection against direct contact when actuated from front (EN 50274)6000 V AC< 1000 msLevel eSILCL 3, Safety integrity level claim limitEN 574 Type III CSIL 3, Safety integrity level, In accordance with IEC 61508 Cat. 4, Category12.1 x 10-10, PFHd, Probability of failure per hourSIL 3, Safety integrity levelSafety functionsModule used to safely interrupt electrical circuitsSafety relay for monitoring two-hand control per EN 574 Type IIIC and protective door switchesMax. 0.5 Hz, Input dataAC/DC As required240 Months (High Demand)5 A at 3600 O/h, AC-15 at 230 V, OutputsIn accordance with IEC 60947-5-1, Outputs0.4 W5 A at 3600 O/h, DC-13 at 24 V, Outputs10 - 150 Hz, Amplitude: 0.15 mm, Acceleration: 2 g, (IEC/EN 60068-2-6)795 - 1080 hPa (operation)Max. 2000 m-20 °C55 °C-40 °C70 °CDry heat to IEC 60068-2-2Damp heat, constant, to IEC 60068-2-3Condensation: Non-condensingClearance in air and creepage distances according to EN 50178, UL 508, CSA C22.2, No. 14-95-20 °CRated impulse withstand voltage (Uimp) Recovery timeSafety performance level (EN ISO 13849-1) Safety parameter (IEC 62061)Stop category (IEC 60204)Suitable forSwitching frequencyTypeVoltage type Mounting positionProoftestSwitching capacityVibration resistanceAir pressureAltitudeAmbient operating temperature - min Ambient operating temperature - max Ambient storage temperature - min Ambient storage temperature - max Climatic proofingEnvironmental conditionsOperating temperature - min Operating temperature - maxFeedback circuit Protective door55 °C< 75 %1 x (0.2 – 2.5) mm², solid2 x (0.2 – 1) mm², solid2 x (0.25 – 1) mm², flexible with ferrule24 - 12 AWG, solid or stranded1 x (0.25 – 2.5) mm², flexible with ferrule7 mm0.6 x 3.5 mm, Terminal screws2, Terminal screw, Pozidriv screwdriver0.6 Nm, Screw terminals0.025 - 6 A3 W (AC operated 50/60 Hz) 1.5 W (DC operated)0 V24 V20.4 V24 V0 V24 V250 V24 V AC/DC (power supply) 110 W max., resistive load (τ = 0 ms), at 110 V DC 42 W max., inductive load (τ = 40 ms), at 110 V DC 42 W max., inductive load (τ = 40 ms), at 220 V DC 144 W max., resistive load (τ = 0 ms), at 24 V DC 288 W max., resistive load (τ = 0 ms), at 48 V DC42 W max., inductive load (τ = 40 ms), at 24 V DC 1500 VA, max., resistive load (τ = 0 ms), at 250 V AC 42 W max., inductive load (τ = 40 ms), at 48 V DC 88 W max., resistive load (τ = 0 ms), at 220 V DC< 500 ms, Simultaneity for inputs 1/260 A21Relative humidityTerminal capacityStripping length (main cable)Screwdriver sizeTightening torqueInrush currentPower supply circuitRated control supply voltage (Us) at AC, 50 Hz - min Rated control supply voltage (Us) at AC, 50 Hz - max Rated control supply voltage (Us) at AC, 60 Hz - min Rated control supply voltage (Us) at AC, 60 Hz - max Rated control supply voltage (Us) at DC - minRated control supply voltage (Us) at DC - max Rated insulation voltage (Ui)Rated operational voltage Breaking powerInputNominal currentNumber of outputs (safety related, delayed) with contact Number of outputs (safety related, undelayed) with contact Number of outputs (signaling function, delayed) with contact Number of outputs (signaling function, undelayed) with contact230 V ACApprox. 24 V DC at input, starting and feedback circuit2.3 A, Input dataShort-circuit proof, 24 V, Fuse for control circuit supply, Control circuitFuse 6 A gL/gG, For output circuits, External6A gL/gG, NEOZED (N/C), Output fuse, External, Output data 10A gL/gG, NEOZED (N/O), Output fuse, External, Output data 50 Ω (input and starting circuits for UN)50 ms typ. (at Uₑ in automatic mode)50 ms typ. (K1, K2 - for UN automatic mode) 50 ms typ. (K1, K2 - for UN manual operation) 50 ms typ. (at Uₑ in manual mode)72 A² (ITH² = I1² + I2²)Normally 20 ms22 Ω (impedance)250 V6 A N/O, Limiting continuous current6 A N/C, Limiting continuous current0 W0 W0 W0 A5.16 WMeets the product standard's requirements. Meets the product standard's requirements. Meets the product standard's requirements.easySafety ES4P Safety Relay ESR5 - brochureDA-DC-00004561.pdfDA-DC-00004587.pdfeaton-safety-relays-relay-esr5-safety-relay-dimensions-002.eps eaton-safety-relays-relay-esr5-safety-relay-3d-drawing.eps eaton-general-esr5-safety-relay-symbol-002.epseaton-general-esr5-safety-relay-symbol.epsDA-CE-ETN.ESR5-NZ-21-24VAC-DCIL05013030ZMN049011_ENShort-circuit currentShort-circuit protection Short-circuit protection rating Permissible total cable resistance Pick-up timeQuadratic summation current Reset timeResistanceSwitching voltage Uninterrupted currentEquipment heat dissipation, current-dependent PvidHeat dissipation capacity PdissHeat dissipation per pole, current-dependent PvidRated operational current for specified heat dissipation (In) Static heat dissipation, non-current-dependent Pvs10.2.2 Corrosion resistance10.2.3.1 Verification of thermal stability of enclosures10.2.3.2 Verification of resistance of insulating materials to normal heat BrochuresCertification reports DrawingseCAD model Installation instructions Manuals and user guides mCAD modelMeets the product standard's requirements.Meets the product standard's requirements.Does not apply, since the entire switchgear needs to be evaluated.Does not apply, since the entire switchgear needs to be evaluated.Meets the product standard's requirements.Does not apply, since the entire switchgear needs to be evaluated.Meets the product standard's requirements.Does not apply, since the entire switchgear needs to be evaluated.Does not apply, since the entire switchgear needs to be evaluated.Is the panel builder's responsibility.Is the panel builder's responsibility.Is the panel builder's responsibility.Is the panel builder's responsibility.Is the panel builder's responsibility.The panel builder is responsible for the temperature rise calculation. Eaton will provide heat dissipation data for the devices.DA-CD-esr5_no41_nz21DA-CS-esr5_no41_nz21eaton-safety-relays-esr5-safety-relay-wiring-diagram-010.eps eaton-safety-relays-esr5-safety-relay-wiring-diagram-011.eps eaton-safety-relays-esr5-safety-relay-wiring-diagram-012.eps10.2.3.3 Resist. of insul. mat. to abnormal heat/fire by internalelect. effects10.2.4 Resistance to ultra-violet (UV) radiation10.2.5 Lifting10.2.6 Mechanical impact10.2.7 Inscriptions10.3 Degree of protection of assemblies10.4 Clearances and creepage distances10.5 Protection against electric shock10.6 Incorporation of switching devices and components10.7 Internal electrical circuits and connections10.8 Connections for external conductors10.9.2 Power-frequency electric strength10.9.3 Impulse withstand voltage10.9.4 Testing of enclosures made of insulating material10.10 Temperature rise10.11 Short-circuit ratingWiring diagramsEaton Corporation plc Eaton House30 Pembroke Road Dublin 4, Ireland © 2023 Eaton. All rights reserved. Eaton is a registered trademark.All other trademarks areproperty of their respectiveowners./socialmediaIs the panel builder's responsibility. The specifications for the switchgear must be observed.Is the panel builder's responsibility. The specifications for the switchgear must be observed.The device meets the requirements, provided the information in the instruction leaflet (IL) is observed.10.12 Electromagnetic compatibility10.13 Mechanical function。
lte每天学习总结—系统消息
1.系统消息定义系统消息system information 是指这样的一些信息：他表示的是当前小区或网络的一些特性及用户的一些公共特征，与特定用户无关。
通过接受系统的系统信息，移动用户可以得到当前网络，小区的一些基本特征，系统可以在小区中通过特定的系统广播，可以标识出小区的覆盖范围，给出特定的信道信息。
2.系统消息的类型系统消息可以分为3种类型，如下1. 主信息快（MIB ），由众多IE 组成，包含一定能够数量的最基本信息且被传输最多次数的信息2. 系统信息块（SIB1），由众多IE 组成，包含评估一个UE 是否被允许接入到一个小区的相关信息，并定义了其他ＳＩ的相关调度信息3. 系统信息（ＳＩ），有众多ＩＥ组成，用于传送一个或多个ＳＩＢ信元（ＳＩＢ２——ＳＩＢ８）３．系统消息的映射调度系统消息的调度4.系统消息的获取1.触发系统消息获取的原因UE应该在下列情况下应用系统消息的获取过程：在开机选择小区的时候，或在从另一种RAT进入E—UTRA之后，进行小区的选择或重选。
从丢失覆盖后恢复收到一个更新通知，系统消息已经改变超过最大有效时间（6小时）5.系统消息内容1.MIB（master information block）↓↓MIB（MasterInformationBlock）RRC-MSG..msg0> 07 00000111 T....struBCCH-BCH-Message//BCH传输消息......struBCCH-BCH-Message........message1> A8 101----- ..........dl-Bandwidth:n100 (5)：系统带宽（100RB，20MHz）..........phich-Config：PHICH配置信息---0---- ............phich-Duration:normal (0)----10-- ............phich-Resource:one (2) ：对应PHICH的参数Ng, ={1/6, 1/2, 1, 2}------002> E0 111000-- ..........systemFrameNumber:00111000(38):系统帧号------003> 00 00000000 ..........spare:0000000000(00 00)1.SIB1↓↓SIB1（SystemInformationBlock1）RRC-MSG..msg0> 06 00000110 T....struBCCH-DL-SCH-Message//SCH共享信道消息......struBCCH-DL-SCH-Message........message1> 50 0------- *..........c1-1------ *............systemInformationBlockType1--010--- *..............cellAccessRelatedInfo：小区接入相关信息-----0-- *................plmn-IdentityList------002> 51 0------- *..................PLMN-IdentityInfo....................plmn-Identity-1------ *......................mcc:460--0100-- ........................MCC-MNC-Digit:0x4 (4)------013> 80 10------ ........................MCC-MNC-Digit:0x6 (6)--0000-- ........................MCC-MNC-Digit:0x0 (0)......................mnc:00------0- *-------04> 01 000----- ........................MCC-MNC-Digit:0x0 (0)---0000- ........................MCC-MNC-Digit:0x0 (0)-------1 ....................cellReservedForOperatorUse:notReserved (1):小区非驻留5> 80 100000006> 0C 00001100 ................trackingAreaCode:1000000000001100(80 0C)：TAC7> 81 100000018> 61 011000019> 23 0010001110> D8 1101---- ...........cellIdentity:1000000101100001001000111101(08 16 12 3D)：CI----1--- ................cellBarred:notBarred (1)：小区未被禁止-----0-- ................intraFreqReselection:allowed (0)：同频重选允许------0- ................csg-Indication:FALSE..............cellSelectionInfo：小区选择信息-------0 *11> 1A 000110-- ................q-RxLevMin:-0x40 (-64)：最小电平？------1012> 70 0111---- ..............freqBandIndicator:0x28 (40)：使用频段//TDD频段号：36~42..............schedulingInfoList：指示SIB2~13的目录信息----000013> 10 0------- *................SchedulingInfo-001---- ..................si-Periodicity:rf16 (1)..................sib-MappingInfo：sib映射信息----000014> 81 1------- *-00000-- ....................SIB-Type:sibType3 (0)：SIB3..............tdd-Config------0115> 3E 0------- ................subframeAssignment:sa2 (2)：子帧配置类型SA2-0111--- ................specialSubframePatterns:ssp7 (7)：特殊子帧配置类型SSP7-----110 ..............si-WindowLength:ms40 (6)16> 30 00110--- ..............systemInfoValueTag:0x6 (6)-----000 *!! Can not explain:17> 00 0000000018> 00 0000000019> 00 000000002.SIB2IE SystemInformationBlockType2 包括公共信道和共享信道的信息。
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Dual Language 3rd Grade Class Supply List
三 年 級 雙 語 班 學 校 用 品
1 school bag – not on wheels and large enough to hold folders and notebooks 一個書包 – 不要有輪子的, 能放進文件夾和筆記本的大小
10 Mead hardcover marble notebooks – 9¾ x 7½ inches in size, 100 sheets each, wide rule (200 pages) 十本Mead 硬皮封面的筆記本 – 長寬9¾ x 7½ 吋, 100張, 寬格 (200 頁)5 blue and 5 red 五本藍色 和 五本紅色 8 Poly (plastic) Two-pocket folders with bottom pockets (no center strips) – 3 red, 3 blue, & 2 yellow
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八個 塑膠文件夾, 下面有兩個口袋（中間不要有鐵扣）– 三個紅色、三個藍色、兩個黃色
1 pencil box —big enough to put the following materials inside (and please do put these items inside the pencil box) 一個鉛筆盒—尺寸要足夠大，請放入以下文具： 1) 6 sharpened pencils 6 支削好的鉛筆 2) 1 pencil sharpener 一個鉛筆刀 3) 1eraser 一塊橡皮擦 4) Bottle of Elmer’s
2 ounce white school glue 一瓶2Elmer’s 牌子膠水 5) 2 tank-style highlighters and 2 pen-style highlighters 1支粗頭熒光筆，1支細熒光筆
Crayola washable markers —Crayola 牌子的可清洗彩色筆 o One box of thin markers 一盒細彩色筆 o One box of thick (broad) markers 一盒粗彩色筆
2 bottles of Elmer’s 4 ounce white school glue, and 1 Elmer’s 2 ounce white school glue （this small 兩瓶 Elmer’s 牌子的白膠 水, 四盎司, 還有一瓶Elmer’s 牌子的白膠水, 二盎司（放入鉛筆盒）
2 boxes of Dixon Ticonderoga® Pencils, standard size #2 pencils ，24 pencils total – sharpened(put 6 in your pencil box)兩盒標準二號鉛筆, 共24枝 – 削好(放6支到鉛筆盒)
2 pack of Expo brand dry erase markers (4/pack, 8 in total)二盒Expo 牌子的白板筆 (四枝裝，共八枝)
2 支Sharpie permanent markers (Put 1 in your pencil box) 二支 Sharpie 牌子的不掉色記號筆 （一隻放入鉛筆盒） 8 highlighters ，various colors — 4 tank-style highlighters and 4 pen-style highlighters (BIC or Staples Hype!) (put 1 of each into your pencil box) 8支熒光筆， 其中4支粗頭熒光筆，4支細熒光筆 (BIC 或 Staples Hype!牌子) (粗細各放一支到鉛筆盒裡)
Yellow Post-it notes o 1 pad of 1½ x 2 inches in size (Rectangle)一疊 Post-it 黃色長方形便條紙, 長寬 1½ x 2 吋 o 1 pad of 3 x 3 inches in size (Square)一疊 Post-it 黃色正方形便條紙, 長寬 3 x 3 吋
1 pair of Fiskar brand scissors (5 inch blunt tip)一把 Fiskar 牌子的小孩安全剪刀 (5 吋)
1 dark colored sock (black, blue, or brown)一個深色的襪子 (黑色, 藍色, 或咖啡色)
2 packs of loose-leaf paper, wide rule 兩包寬格散頁紙
2 erasers （put 1 eraser into the pencil box ）二塊橡皮擦（一塊放入鉛筆盒）
1 roll of transparent scotch tape 一卷透明膠帶
1 package of 500 sheet letter size 8½ x 11 inch letter size white copy paper. 一包500張8½ x 11 吋白色電腦紙
2 boxes of Kleenex facial tissue 兩盒 Kleenex 面紙 $6.00 exact change for Time for Kids. $6.00訂閱學生讀物Time for Kids,請如數交，不找零。