歌美飒G114机舱及叶片安装说明

Documentation Type:INDEX1PURPOSE (2)2SCOPE (2)3DEFINITIONS AND ACRONYMS (2)4DESCRIPTION (3)4.1LIFT PLANS (3)4.2ACTORS IN PHASES OF PRE – SALES AND PROJECT/CONSTRUCTION (3)4.3LIFT PLANS DEFINITION AND OUTPUT GENERATED BY THESE (4)5G114 WTG DATA (11)5.1COMPONENT WIND PARAMETERS (12)5.2G114 (2,0-2,1MW): DIMENSIONAL CHARACTERISTICS OF ELEMENTS AND MAIN CRANE HOOKHEIGHT FOR ASSEMBLY. (13)5.3G114 CS (2,0-2,1MW): DIMENSIONAL CHARACTERISTICS OF ELEMENTS AND MAIN CRANE HOOKHEIGHT FOR ASSEMBLY. (14)5.4G114 (2,5MW): DIMENSIONAL CHARACTERISTICS OF ELEMENTS AND MAIN CRANE HOOKHEIGHT FOR ASSEMBLY. (15)RECORD OF CHANGESRev. Date Author Description0 17/03/15 IMANZANOS Initial Version, based on document “LIFT PLAN ASSEMBLYG5X/G8X/G9X/G114/G10X” Rev10.1 03/06/2015 IMANZANOS -New tower models Added (T125.1, T93.3.1)-Nacelle lifting height updated to avoid interference during tolling removing.2 16/11/15 IMANZANOS Construction Technical Office role is replaced by Operational Support Office“Ap” and “Cw” values for main components to be lifted are included3 01/12/2015 IMANZANOS New tower model added (T88.0)4 08/03/2015 IMANZANOS Paragraph 5.2: Hub & complete rotor lifting weights & heights adjustedParagraphs 5.1 & 5.2: G114 2.5Mw modular assembly not available (WTG design not defined).5 18/04/2016 IMANZANOS New tower model added (T106.0)New nacelle & rotor models added (G114CS)6 13/06/2016 IMANZANOS New tower models added (T139.0 & T153.0)Spreader bar (blade assembly tool option) added7 15/07/2016 IMANZANOS Paragraphs 5.2 & 5.3: Lifting weights adjusted for nacelle andnacelle + hub8 17/03/2017 IMANZANOS Paragraph 2: New tower models addedParagraphs 5.2 & 5.3: Updated data of component weights & new tower models addedTitle:1PURPOSEThis specification is to define:∙the information to be collected in the layouts of the lift plans of all wind farms.∙who will be responsible to obtain this information.∙how does this information should be obtained and it should be shown in the layouts.∙how the lift plans layouts must present that information.2SCOPEG114 2.0Mw WTG models.G114 2.5Mw WTG models.3DEFINITIONS AND ACRONYMS∙Main Assembly Crane; This crane can lift any wind turbine element to the wind turbine max.height.∙Auxiliary Crane; This crane is used for partial assembly of the Wind Turbines.∙Restrain Crane; This crane is used to support the Main and Auxiliary Cranes Turing the assembly works.∙Lift Plan; Assembly plans for the different elements of the Wind turbines.∙Layouts; Site plans (roads and platforms) and Wind Turbines elements storage of the wind farm.∙Platform; Constructed area where all elements will be stored and where assembly cranes will stand to assemble the wind turbines.∙OS; Operational Support.∙DP; Project Manager∙SM; Site Manger∙WTG: Wind Turbine Generator∙Aw: Projected Area∙Cw; Aerodynamic Resistance CoefficientTitle:4DESCRIPTION4.1LIFT PLANSCLIENT4.2ACTORS IN PHASES OF PRE – SALES AND PROJECT/CONSTRUCTION∙CLIENT:o The client will deliver the specific site drawings.∙OPERATIONA SUPPORT:O Operational Support office will act in this flow approval just in case there is any disagreement or doubt between Contractors and Project/Site Manager.∙PROJECT/SITE MANAGERO They will be uncharged of:▪Deliver the site drawings from the client to the contractors.▪Revise the Lift plan from the contractors.▪Contact with Operational Support office in case it was necessary.∙CONTRACTORO They will develop the lifting plans implementing the comments from the Project/Site Manager.Title:4.3LIFT PLANS DEFINITION AND OUTPUT GENERATED BY THESENecessary Lift Plans to be generated are:∙Storage of Wind turbine components Lift plan (according to the assembly platform geometry and dimensions and according, as well, to the used unloading cranes and previewing the main/auxiliary cranes positioning for the main assembly works):∙Lift plan by assembly phase.∙Lift plan by Wind Turbine (according with geometrical dimensions and storage at the assembly platforms).∙Main Crane assembly plans where auxiliary means should be described and represented.Storage Lift plans should describe how material will be stored on the assembly platforms, specifying the different storage phases, positioning of material/elements as well as the unloading cranes used to do so, according to the wind farm existing platforms on site.Lift plans should describe the assembly works, specifying the different assembly phases, wind turbines elements positioned and stored on the assembly platform as well as Main and auxiliary cranes positioning and movements.For the Lift Plans execution, it should be taking in account the operating characteristics of elements of the different wind turbines and approved tools for handling and assembly, according to point 5 of this spec.The presented technical specifications and the technical specifications board on these lift plans should be reflected as well, the maximum wind speeds for the different tasks executions.As a safety measure, it should also be reflected the max wind speed when the boom of the Main assembly crane would have to be lay down on the ground.Storage Lift plans structure and for “2 phases assembly works – Tower + Nacelle + Hub and Blade by Blade assembly” to be presented:Where:1.Elevation that should contain:a.Dimension of elements (Height + Weight)b.Main Crane Dimensions, Auxiliary Crane and unloading cranes:i.Working Radiusii.Main Boom Heightiii.Main boom and eolic Jib angle.iv.Eolic Jib Height (in case of appliance)c.Hook Height block (according to point 5 of this document)d.Distance between Main Boom and element to be assembledTitle:2.Plan views, should contain:a.Materials Storage (Layout)b.Main, auxiliary Cranes and unload cranes, dimensions and Max/ Min radius related with thedifferent elements referred on the Lift Plan.c.Storage and Assembly Platforms Dimensions (By wind turbine or by different site layout)Title:Title:3.Elevations should contain:a.All elements assembly sequence (Dimensioned elements), main boom height and workingangle, eolic jib dimension and working angle, working radius of the main cranes by windturbine element to be assembled.4.Characteristics Board of the Main Crane where it should be described every assembly phase:a.Main Crane model and specific configurationb.Restraining Model Cranec.Influence area of the Main Crane, where should be included the occupied area by theoutrigger setup and the counter weightsd.Main Boom Longitude (meters)e.Eolic Jib Longitude (meters)f.Main Boom Angle (Degrees)g.Counter Weights to be used (Ton)h.Working Radius (metros) Vs. Load to be lifted (Tm)i.Lifting Capacity of the Main Crane (Tm)j.Lifted load (Tm) + Tools loads (Tm)k.Hook Block Weight (Tm)l.Total Load lifted (Tm)m.Elevation Capacity percentage of the Main Crane in every lift (Percentage %)n.GBP beneath mats (kg/cm2)o.Max Wind Speed for the assembly task (m/s)p.Max Wind Speed when Main Crane Boom should be layed down on the ground by safety reasons (m/s)Title:5.3D views should include: (OPTIONAL)a.Specific position of stored elementsb.Specific positioning of the Main, Auxiliary and unloading CranesTitle:6.Lift Plan Legend should contain:a.Lift Plan executor (Company + Logo)b.Wind Farm specific name (W.F. xxx)c.Wind Turbine Model (G5x/G8x/G9x/G1xx + Tower Height 67, 78, 90, e tc…)d.Assembly phase (Assembly phase description referred to the plan)e. Plan Revision (Rev. 0; Rev. 1; etc…)Title:IBE-1-001-R01 (en) Edition 2Title:5G114 WTG DATAIn the following points it is shown two data sheets for each WTG model. The first one shows all WTG components except tower sections. The second one shows the tower sections.In both tables there are following columns:∙WTG component.∙Length (m): Length of the component.∙Width (m): Width of the component.∙Height (m): Height of the component (without toolkits)∙Unloading weight (t): Weight of component + unloading and transport toolkits.∙Unloading height (m): Height of transport + component + unloading and transport toolkits.∙Lifting weight (t): Weight of component + (joint elements, small toolkits) + lifting toolkits.∙Lifting height (m):o First data sheet: To calculate the height required under the crane hook, the wtg hub height has to be added to the number that appears in this columno Second data sheet: Height required under the crane hook.Note:∙R, R1 and R2 depend on crane capacity and assembly layout proposed by crane supplier for each position.∙Spreader beam weight of 13.5 ton must be considered at R2Title:5.1COMPONENT WIND PARAMETERS∙PROJECTED AREA “Ap”Considering a horizontal wind flow, the projected area is determined in the direction in which the “Cw” has the higher value according the component shape.The “Ap” value should be calculated according the table below∙AERODYNAMIC RESISTANCE COEFFICIENT “Cw”The Aerodynamic Resistance coefficient to be considered for the main components handled by a crane is listed below. These values are the determined for the worst situation according wind direction and geometrical shape of the component.*Note: Blade by Blade lifting in horizontal directionTitle:5.2G114 (2,0-2,1MW): DIMENSIONAL CHARACTERISTICS OF ELEMENTS AND MAIN CRANEHOOK HEIGHT FOR ASSEMBLY.Blade with Clamp Blade with Spreader COMPONENT LENGTH (m)_WIDTH (m)_HEIGHT (m)_UNLOADING WEIGHT (Tn)_UNLOADING HEIGHT (m)_LIFTING WEIGHT (Tn)_LIFTING HEIGHT (m) ADD TO HUB HEIGHT Blade G114 CIII + Clamp56,004,202,5016,658,0024,506,50Blade G114 CIII + Spreader56,004,202,5016,658,0026,009,00 Complete Rotor97,0084,004,900,000,0067,6010,00 Hub4,904,704,3031,709,3028,505,50 Nacelle STD111,504,404,40119,5015,10111,0011,00Nacelle STD1+Hub (max)16,404,704,400,000,00139,0011,00 Nacelle STD29,704,204,10114,5014,80106,0011,00Nacelle STD2+Hub (max)14,604,704,300,000,00134,0011,00TOWER+COMPONENT LENGTH (m)_WIDTH (m)_HEIGHT (m)_UNLOADINGWEIGHT (Tn)_UNLOADINGHEIGHT (m)_LIFTINGWEIGTHLIFTING HEIGHT (m)ADD TO HUB HEIGHTT68.1-SECTION 132,554,004,0071,1815,5071,6240,55 T68.1-SECTION 233,403,583,5850,6515,0851,0973,95 T80_-SECTION 122,594,304,3063,8315,8064,2730,59 T80_-SECTION 227,714,064,0651,5415,5651,9858,30 T80_-SECTION 327,773,333,3343,9314,8344,3786,07 T93_-SECTION 119,634,504,5063,8116,0064,2527,63 T93_-SECTION 221,084,254,2550,9515,7551,3948,71 T93_-SECTION 323,534,254,2542,5215,7542,9672,24 T93_-SECTION 427,754,004,0046,2115,5046,6599,98 T125_-SECTION 116,724,504,5088,1016,0088,5424,72 T125_-SECTION 221,174,244,2478,7615,7479,2045,88 T125_-SECTION 324,124,234,2368,6015,7369,0470,00 T125_-SECTION 428,254,224,2263,7715,7264,2198,25 T125_-SECTION 531,993,343,3451,8814,8452,32130,24Note I: Tower models referred in red are the most critical envelope of all structural sections of this tower height, in terms of weights and dimensions.Note II: All the components include design tolerances.Title:5.3G114 CS (2,0-2,1MW): DIMENSIONAL CHARACTERISTICS OF ELEMENTS AND MAINCRANE HOOK HEIGHT FOR ASSEMBLY.COMPONENT LENGTH (m)_WIDTH (m)_HEIGHT (m)_UNLOADING WEIGHT (Tn)_UNLOADING HEIGHT (m)_LIFTING WEIGHT (Tn)_LIFTING HEIGHT (m) ADD TO HUB HEIGHT Blade CS + Clamp56,004,202,5016,358,0024,206,50Blade CS + Spreader56,004,202,5016,358,0025,709,00Complete rotor CS97,0084,004,900,000,0064,3010,00 Hub CS4,904,704,3029,309,3026,105,50 Nacelle + hub CS14,504,704,300,000,00123,6011,00 Nacelle CS9,704,204,10106,5014,8098,0011,00TOWER+COMPONENT LENGTH (m)_WIDTH (m)_HEIGHT (m)_UNLOADINGWEIGHT (Tn)_UNLOADING HEIGHT(m)_LIFTING WEIGTH(Tn)_LIFTING HEIGHT (m) ADD TO HUBHEIGHTT106.0-SECTION 121,004,304,3071,7815,8072,2229,00T106.0-SECTION 225,003,853,8560,9515,3561,3954,00T106.0-SECTION 329,053,523,5251,9615,0252,4083,05T106.0-SECTION 429,053,333,3345,5014,8345,94112,09T125_-SECTION 118,764,694,6979,7516,1980,1926,76T125_-SECTION 221,504,274,2774,6615,7775,1048,26T125_-SECTION 324,124,414,4165,0315,9165,4772,38T125_-SECTION 429,004,414,4160,4515,9160,89101,38T125_-SECTION 531,993,343,3449,1814,8449,62133,37T139.0-SECTION 116,184,654,6585,8516,1586,2924,18T139.0-SECTION 221,004,404,4084,3915,9084,8345,18T139.0-SECTION 321,004,404,4074,5915,9075,0366,18T139.0-SECTION 424,504,404,4068,2415,9068,6890,68T139.0-SECTION 524,503,883,8852,4015,3852,84115,18T139.0-SECTION 629,503,363,3646,5214,8646,96144,68T153.0-SECTION 111,594,634,6385,8716,1386,3119,59T153.0-SECTION 213,864,504,5083,9716,0084,4133,45T153.0-SECTION 316,904,494,4983,7015,9984,1450,35T153.0-SECTION 420,504,494,4982,3315,9982,7770,85T153.0-SECTION 521,134,484,4869,3015,9869,7491,98T153.0-SECTION 621,104,474,4755,2415,9755,68113,08T153.0-SECTION 721,134,474,4740,9715,9741,41134,21T153.0-SECTION 823,883,943,9438,5915,4439,03158,09 Note I: Tower models referred in red are the most critical envelope of all structural sections of this tower height, in terms of weights and dimensions.Note II: All the components include design tolerances.Title:5.4G114 (2,5MW): DIMENSIONAL CHARACTERISTICS OF ELEMENTS AND MAIN CRANE HOOKHEIGHT FOR ASSEMBLY.Blade with Clamp Blade with Spreader COMPONENT LENGTH (m)_WIDTH (m)_HEIGHT (m)_UNLOADING WEIGHT (Tn)_UNLOADING HEIGHT (m)_LIFTING WEIGHT (Tn)_LIFTING HEIGHT (m) ADD TO HUB HEIGHT Blade G114 CII + Clamp56,004,202,5017,158,0025,006,50Blade G114 CII + Spreader56,004,202,5017,158,0026,509,00 Complete Rotor97,0084,004,900,000,0069,1010,00 Hub4,904,704,3031,709,3028,505,50Nacelle11,204,204,10126,5014,80118,0011,00TOWER+COMPONENT LENGTH (m)_WIDTH (m)_HEIGHT (m)_UNLOADINGWEIGHT (Tn)_UNLOADING HEIGHT(m)_LIFTING WEIGTH(Tn)_LIFTING HEIGHT (m) ADD TO HUBHEIGHTT68.0-SECTION 119,124,304,3047,4615,8047,9027,12 T68.0-SECTION 222,224,064,0636,0015,5636,4449,33 T68.0-SECTION 324,693,333,3337,4414,8337,8874,02 T80.2-SECTION 122,594,304,3063,5215,8063,9630,59 T80.2-SECTION 227,694,064,0652,1915,5652,6358,28 T80.2-SECTION 327,753,333,3343,7714,8344,2186,03 T88.0-SECTION 114,654,504,5051,5516,0051,9922,65 T88.0-SECTION 221,094,254,2550,5815,7551,0243,74 T88.0-SECTION 323,534,254,2545,5315,7545,9767,26 T88.0-SECTION 426,684,004,0044,0915,5044,5393,94 T93.3-SECTION 119,624,504,5063,1416,0063,5827,62 T93.3-SECTION 221,084,254,2547,5415,7547,9848,70 T93.3-SECTION 323,534,254,2540,9815,7541,4272,23 T93.3-SECTION 426,694,004,0044,7015,5045,1498,91 T125.3-SECTION 116,684,504,5089,6816,0090,1224,68 T125.3-SECTION 221,134,244,2479,4215,7479,8645,81 T125.3-SECTION 324,074,234,2365,6415,7366,0869,88 T125.3-SECTION 428,214,224,2260,1815,7260,6298,09 T125.3-SECTION 531,983,343,3452,0314,8452,47130,07 T156.0P-SECTION 114,084,604,6086,4716,1086,9122,08 T156.0P-SECTION 217,884,574,5785,7916,0786,2339,96 T156.0P-SECTION 319,834,334,3379,6815,8380,1259,79 T156.0P-SECTION 422,584,334,3371,5315,8371,9782,37 T156.0P-SECTION 524,094,324,3260,6115,8261,05106,46 T156.0P-SECTION 627,653,993,9953,3215,4953,76134,11 T156.0P-SECTION 727,753,333,3343,7714,8344,21161,85 Note: All the components include design tolerances.。