FORD WSS-M15P34-E-2016 PERFORMANCE INTERIOR TRIM COMPONENTS WITH APPLIQUES TO BE USED WITH FORD WSS-M99P1111-A .pdf

上传人:刘芸 文档编号:751294 上传时间:2019-01-14 格式:PDF 页数:13 大小:98.15KB
下载 相关 举报
FORD WSS-M15P34-E-2016 PERFORMANCE INTERIOR TRIM COMPONENTS WITH APPLIQUES  TO BE USED WITH FORD WSS-M99P1111-A  .pdf_第1页
第1页 / 共13页
FORD WSS-M15P34-E-2016 PERFORMANCE INTERIOR TRIM COMPONENTS WITH APPLIQUES  TO BE USED WITH FORD WSS-M99P1111-A  .pdf_第2页
第2页 / 共13页
FORD WSS-M15P34-E-2016 PERFORMANCE INTERIOR TRIM COMPONENTS WITH APPLIQUES  TO BE USED WITH FORD WSS-M99P1111-A  .pdf_第3页
第3页 / 共13页
FORD WSS-M15P34-E-2016 PERFORMANCE INTERIOR TRIM COMPONENTS WITH APPLIQUES  TO BE USED WITH FORD WSS-M99P1111-A  .pdf_第4页
第4页 / 共13页
FORD WSS-M15P34-E-2016 PERFORMANCE INTERIOR TRIM COMPONENTS WITH APPLIQUES  TO BE USED WITH FORD WSS-M99P1111-A  .pdf_第5页
第5页 / 共13页
点击查看更多>>
资源描述

1、 ENGINEERING MATERIAL SPECIFICATION Date Action Revisions Rev 04 2016 03 29 Editorial See Summary of Revisions S. Draheim, NA 2016 02 04 Editorial See Summary of Revisions S. Draheim, NA 2013 12 03 Released S. Draheim, NA Controlled document at www.MATS Copyright 2016, Ford Global Technologies, LLC

2、Page 1 of 13 PERFORMANCE, INTERIOR TRIM COMPONENTS WITH APPLIQUES WSS-M15P34-E 1. SCOPE This specification defines the minimum performance requirements for interior decorative trim components with multilayer construction. It defines requirements for both the appliqu/decoration supplier and the produ

3、ction part supplier. 2. APPLICATION This specification was released originally for components used on instrument panels and interior door trim panels. This specification includes constructions of wood, film, hydrographics, aluminum and excludes chrome plated plastics covered by WSS-M1P83-D1 or lates

4、t version and instrument clusters which are covered by WSS-M15P52-A or latest version. 3. REQUIREMENTS 3.1 STANDARD REQUIREMENTS FOR PRODUCTION MATERIALS Material suppliers and part producers must conform to the Companys Standard Requirements for Production Materials (WSS-M99P1111-A). The use of reg

5、rind is permitted, for economic/environmental reasons, with compliance as indicated in WSS-M99P1111-A. 3.2 CONSTRUCTION APPROVAL PROCESS Construction approval of the technology must be obtained prior to any production part testing at DV or later. Construction approval is required before any producti

6、on part will be approved by Materials Engineering. 3.2.1 Appliqu / Decoration New Technology or New Supplier Requirements The following samples are the minimum required for a technology or new supplier approval by Materials Engineering. Full specification testing is required. Films 3 different ink p

7、atterns using the same construction (Recommend wood grain, metallic, and a geometric pattern) Hydrographics 3 different ink patterns using the same construction (Recommend wood grain, metallic, and a geometric pattern) Real Wood 3 different wood types with one being a burl Aluminum 2 different patte

8、rns (Recommend a brushed and geometric pattern) ENGINEERING MATERIAL SPECIFICATION WSS-M15P34-E Copyright 2016, Ford Global Technologies, LLC Page 2 of 13 3.2.2 Part Approval Process Part approval consists of Construction Approval, MCDCC (Material Color Durability Compliance Certification) Form Appr

9、oval and DV/PV Testing. 3.2.2.1 Required Testing Testing required based on your level of approval is identified in Table 1. 3.2.2.2 Supplier Responsibility Appliqu/Decoration supplier The Appliqu/Decoration Supplier is responsible for Construction Approval and New Color and Pattern testing. Tests sh

10、all be performed on plaques with a substrate material or surrogate parts processed in the same manner as production components. Production Part Supplier The Production Part Supplier is responsible for DV and PV testing. Tests shall be performed on actual components processed through the production p

11、rocess. Where this is not possible, plaques can be used if approved by Materials Engineering. These shall be the same substrate material processed in the same manner as production components. When plaques are used as a substitute for actual components, this must be clearly reported on the PSW or the

12、 laboratory test report. 3.2.2.3 Appliqu/Decoration Construction Approval Form For each new construction the following must be noted on the Construction Approval Form found in paragraph. 4.1 Substrate Material type i.e. ABS, PC, PC+ABS, PP, Glass Filled PA, TPO or as specified on the Engineering Doc

13、ument. Thickness not required Backing Sheet Material type and thickness range i.e. ABS, PC, PC+ABS, (This is the layer that will be bonding to the substrate) This is for films only. Middle Layers Inking layer and or any other layers other than top coat layer material type and thickness range. Top Co

14、at Material type and thickness range suitable to meet the requirements of this specification. Note: Any deviation to the ranges identified on the Construction Approval Form will require a new submittal to Materials Engineering. ENGINEERING MATERIAL SPECIFICATION WSS-M15P34-E Copyright 2016, Ford Glo

15、bal Technologies, LLC Page 3 of 13 3.3 TEST SPECIMEN PREPARATION All test panels or specimens must be conditioned in a controlled atmosphere of 23 +/- 2 C and 50 +/- 5% relative humidity for not less than 24 hrs prior to testing and tested under the same conditions unless otherwise specified. 3.4 TH

16、ICKNESS OF LAYERS Report Values (FLTM BI 117-01 Metallic Substrates, PELT or equivalent, ASTM B487, Non-Metallic Substrates, PELT or equivalent) All areas of the component visible after assembly must be evaluated/tested, including flanges, parting lines, styling lines and grooves. Measurements must

17、be taken on all layers except substrate. Values must be within the range specified in the Materials Engineering Approved Construction Form unless mutually agreed upon by Materials Engineering 3.5 APPEARANCE Color, pattern, gloss, grain, tactile effect and surface finish shall match master Trim Sampl

18、e and/or Master Appearance Sample as approved by Corporate Design. The top coating shall exhibit no craters, pinholes, solvent popping, seediness, abnormal roughness, excessive flow or any other detrimental defect. 3.5.1 Color (FLTM BI 109-01, Visual Assessment and/or Shall match SAE J1545, Three-An

19、gle CMC) the Master Approved Sample. 3.5.2 Gloss Per (FLTM BI 110-01, ASTM D 523) Engineering Drawing Gloss Table A: 20 Glossmeter 92 B: 60 Glossmeter 76 - 84 C: 60 Glossmeter 66 - 74 D: 60 Glossmeter 58 - 66 E: 60 Glossmeter 47 - 53 F: 60 Glossmeter 33 - 38 G: 60 Glossmeter 17 - 23 H: 60 Glossmeter

20、 7 - 13 J: 60 Glossmeter 4 - 6 K: 60 Glossmeter 2 - 4 L: 60 Glossmeter 0.5 - 2.0 N: 60o Glossmeter 1.8 - 2.4 R: 60o Glossmeter 1.2 1.6 The color, pattern and finish shall match the approved Design Center master sample, or shall be as specified on the Engineering Document. Note: Obtaining an accurate

21、 gloss reading must be performed on a smooth flat surface or ungrained part. Use the table above to translate the gloss measurements to the appropriate Rating. ENGINEERING MATERIAL SPECIFICATION WSS-M15P34-E Copyright 2016, Ford Global Technologies, LLC Page 4 of 13 3.6 RESISTANCE PROPERTIES 3.6.1 A

22、dhesion, Scribe Test Grade 0 max (FLTM BI 106-01, Method B, except use a knife) Real Wood Appliques only 10% max, (FLTM BI 106-01, Method D, except use a knife) No complete Diamond Removed 3.6.2 Water Resistance, Grade 0 max (FLTM BI 104-01, 96 hrs) No blistering, softening, dulling or loss of adhes

23、ion when tested for adhesion per paragraph 3.6.1 within 30 minutes of removal from water. Real Wood Appliques only 10% max, No complete Diamond Removed No blistering, softening, dulling when tested for adhesion per paragraph 3.6.1 between 24 and 30 hrs. after removal from water. 3.6.3 Long Term Heat

24、 Exposure Rating 4 min (ISO 105-A02/AATCC Procedure 1) Test one previously unexposed part as follows: 3.6.3.1 Horizontal or vertical parts AT OR ABOVE THE BELT-LINE: 7 days at 100 +/- 2 C 3.6.3.2 Horizontal or vertical parts BELOW THE BELT-LINE: 7 days at 90 +/- 2 C 3.6.3.3 SCUFF PLATES AND LOAD FLO

25、OR parts: 7 days at 80 +/- 2 C Appearance Evaluation: no evidence of cracks, blisters or change in gloss when compared with original un-aged sample is allowed. The Maximum temperature at which the parts were tested must be clearly reported on the PSW or the laboratory report. 3.6.3.4 Adhesion after

26、Long Term Heat Exposure Grade 1 max And Water Resistance (Per Paragraph 3.6.2, except 24 hrs.) Real Wood Appliques only 10% Max, No complete Diamond Removed ENGINEERING MATERIAL SPECIFICATION WSS-M15P34-E Copyright 2016, Ford Global Technologies, LLC Page 5 of 13 3.6.4 Short Term Heat, Humidity and

27、Cold Cycle Rating 4 min (ISO 105-A02/AATCC Procedure 1) 3.6.4.1 Horizontal or vertical parts AT OR ABOVE THE BELT-LINE (e.g. sail; A-, B-, C, and D-Pillars; upper quarter panels; center finish panels, demisters and roof-rail moldings): 5 h at -30 +/- 2 C 30 min at 23 +/- 2 C and 50 +/- 5% Relative h

28、umidity 5 h at 100 +/- 2 C 30 min at 23 +/- 2 C and 50 +/- 5% Relative humidity 2 h at 50 +/- 2 C and 95 +/- 5% Relative humidity 30 min at 23 +/- 2 C and 50 +/- 5% Relative humidity 5 h at -30 +/- 2 C 30 min at 23 +/- 2 and 50 +/- 5% Relative humidity 5 h at 100 +/- 2 C 3.6.4.2 Horizontal or vertic

29、al parts BELOW THE BELT LINE (e.g. lower door panels, lower quarter trim panels, consoles). 5 h at -30 +/- 2 C 30 min at 23 +/- 2 C and 50 +/- 5% Relative humidity 5 h at 90 +/- 2 C 30 min at 23 +/- 2 C and 50 +/- 5% Relative humidity 2 h at 50 +/- 2 C and 95 +/- 5% Relative humidity 30 min at 23 +/

30、- 2 C and 50 +/- 5% Relative humidity 5 h at -30 +/- 2 C 30 min at 23 +/- 2 C and 50 +/- 5% Relative humidity 5 h at 90 +/- 2 C 3.6.4.3 SCUFF PLATES AND LOAD FLOOR parts. 5 h at -30 +/- 2 C 30 min at 23 +/- 2 C and 50 +/- 5% Relative humidity 5 h at 80 +/- 2 C 30 min at 23 +/- 2 C and 50 +/- 5% Rela

31、tive humidity 2 h at 50 +/- 2 C and 95 +/- 5% Relative humidity 30 min at 23 +/- 2 C and 50 +/- 5% Relative humidity 5 h at -30 +/- 2 C 30 min at 23 +/- 2 C and 50 +/- 5% Relative humidity 5 h at 80 +/- 2 C Appearance Evaluation: No evidence of cracks, blisters or change in gloss when compared with

32、original un-aged sample. The maximum temperature or cycle at which the parts were tested must be clearly reported on the PSW or the laboratory report. 3.6.4.4 Adhesion after Short Term Heat, Humidity and Cold Cycle Grade 1 max. And Water Resistance (Per Paragraph 3.6.2, except 24 hrs) Real Wood Appl

33、iques only 10% Max, No complete Diamond Removed ENGINEERING MATERIAL SPECIFICATION WSS-M15P34-E Copyright 2016, Ford Global Technologies, LLC Page 6 of 13 3.6.5 Resistance to Interior Weathering Rating 4 min (FLTM BO 116-01 or SAE J2412, ISO 105-A02/AATCC Evaluation Procedure 1) Note the FLTM is the

34、 preferred method for the data submission form In Vehicle Sunlight Exposure Level FLTM BO 116-01 Test Exposure SAE J2412 Test Exposure Severe Exposure: Instrument panel top, defroster grille, parcel shelf assembly interior rear view mirror housing. 3609.6 kJ/m2 1504.0 kJ/m2 Heavy Exposure: Instrumen

35、t panel lower top cover, 2 tone IP, IP bezel, airbag, steering wheel, message center, appliqus and center finish panel, package tray, 2406.4 kJ/m2 1240.8 kJ/m2 Above the Belt-line: Instrument panel lower, door trim, interior trim, pillars, garnish moldings, seats, head rest, sunshade, sun visor, sea

36、t belt webbing & loops, exposed load floor trim, and luggage cover 977.6 kJ/m2 488.8 kJ/m2 Below the Belt-line: Floor console, radio, radio bezel and lower floor molding. 601.6 kJ/m2 300.8 kJ/m2 Mild Exposure: Lower trim panels, overhead console, headliner, moon roof, carpet and floor mats. 225.6 kJ

37、/m2 112.8 kJ/m2 Read and report the gloss change per FLTM BI 110-01. Note: Gloss change will be a factor in the overall AATCC rating Appearance Evaluation: The parts tested shall be completely free from evidence of cracking, checking, blistering, peeling, softening, dulling. 3.6.5.1 Adhesion after W

38、eathering Resistance Grade 1 max and Water Immersion. (Per Paragraph 3.6.2, except 24 hrs) Real Wood Appliques only 10% Max, No complete Diamond Removed ENGINEERING MATERIAL SPECIFICATION WSS-M15P34-E Copyright 2016, Ford Global Technologies, LLC Page 7 of 13 3.6.6 High Performance Adhesion* Report

39、Value (FLTM BO 160-04) Alternate Method FLTM BI 107-05 Report Value * Note method used on data submission form 3.6.7 Abrasion Resistance (SAE J948, CS-10, 500g load, 1000 cycles smooth and flat test plaques) The top layer shall show no abrasion through to the substrate/ No loss of pattern definition

40、. The suppliers Control Plan shall state the layer or film thickness as specified in the construction form. 3.6.8 Resistance to Scuffing, (Not required for films) Rate and Report (SAE J365, 1000 cycles, smooth and flat test plaques) Measure and report the outer most layer thickness of the panel. No

41、evidence of lifting, peeling, or excessive scuffing or no discoloration of the surface. No permanent parallel deformation to the surface. No wear through of the coating to the substrate. 3.6.9 Resistance to Marring (SAE J 365, 10 cycles) A B gloss surfaces Shall be capable of being sanded with 1200

42、grit or finer and polished. No noticeable change in gloss or appearance except for a minimum of polishing lines shall result. C L gloss surfaces No evidence of discoloration, mar can be removed with four rubs of the thumb across the mar. 3.6.10 Crocking Rating 4 min (FLTM BN 107-01, 10 cycles, AATCC

43、 Evaluation Procedure 2) 3.6.10.1 Deionized water 3.6.10.2 Dry (no cleaners) 3.6.11 Resistance to Scratching (FLTM BO 162-01, visual evaluation 1mm dia. scratch pin balls at 2.0, 3.0, 6.0, 7.0, and 10.0N load) Scratch at 6.0 N Rating 2 max Marring at 2.0 N Rating 2 max ENGINEERING MATERIAL SPECIFICA

44、TION WSS-M15P34-E Copyright 2016, Ford Global Technologies, LLC Page 8 of 13 3.6.12 Resistance to Water and Soap Spotting Rating 4 min (FLTM BI 113-01, No film softening ISO 105-A02/AATCC Evaluation Procedure 1) 3.6.13 Soiling and Cleanability Rating 4 min (FLTM BN 112-08, ISO 105-A02/ AATCC Evaluat

45、ion Procedure 2, grease and coffee soiling agents only) 3.6.14 Resistance to Window Cleaner Spotting Rating 4 min (ISO 105-A02/AATCC Evaluation Procedure 1) No film softening Apply 0.25 ml of glass cleaner on the test sample using a non-reactive O-ring. Expose the sample at the room temperature for

46、1 h. Commercially Available Glass Cleaner 3.6.15 Resistance to Cleaning Agents Rating 4 min (FLTM BN 107-01, 10 cycles, ISO 105-A02/AATCC Evaluation Procedure 2) Test Procedure: Saturate white cotton cloth with the cleaners listed. Evaluate according to the AATCC Scale. Cleaners: 1) Glass Cleaner, C

47、ommercially Available 2) All Purpose Spray Cleaner, Commercially Available 3) 1:1 v/v isopropyl alcohol/water mix 3.6.16 Resistance to Suntan Lotion and Insect Repellent, Rating 3 max (FLTM BI 113-08, 23C & 74C) No loss of adhesion or delamination of any constituent layer. 3.6.17 Resistance to Dynam

48、ic Exudation 3.6.17.1 Condensing Humidity Test Rating 4 5 min (FLTM BI 104-02, Method A, 168 h, ISO 105-A02/AATCC Evaluation Procedure 1) 3.6.17.2 Heat Aging Rating 4 5 min (7 days at 45 +/- 2C ISO 105-A02/AATCC Evaluation Procedure 1) The system shall resist migration of ultraviolet light and heat

49、stabilizers, plasticizers or any other substance that will exude to the surface of the tested specimen. Appearance Evaluation: No color change, whitening, blooming less than AATCC Rating 4-5. ENGINEERING MATERIAL SPECIFICATION WSS-M15P34-E Copyright 2016, Ford Global Technologies, LLC Page 9 of 13 3.7 FOGGING 3.7.1 Photometric Procedure (Method A) (SAE J1756, 3 h at 100 C heating, 21 C cooling plate, po

展开阅读全文
相关资源
猜你喜欢
  • STAS 6200 14-1974 SHAPED NATURAL STONES FOR BUILDING Determination of static modulus of compressibility《建筑用天然石材 压缩性静态模量测定 》.pdf STAS 6200 14-1974 SHAPED NATURAL STONES FOR BUILDING Determination of static modulus of compressibility《建筑用天然石材 压缩性静态模量测定 》.pdf
  • STAS 6200 15-1983 NATURAL STONES FOR CONSTRUCTIONS Dctcrmination of freezing-thaw- ing-behaviour《建筑用天然石材 冻融性能测定 》.pdf STAS 6200 15-1983 NATURAL STONES FOR CONSTRUCTIONS Dctcrmination of freezing-thaw- ing-behaviour《建筑用天然石材 冻融性能测定 》.pdf
  • STAS 6200 16-1983 NATURALE STONES FOR CONSTRUCTIONS Indica i ons for assessing the behaviour to weathering《建筑用天然石料 评估气象变化 》.pdf STAS 6200 16-1983 NATURALE STONES FOR CONSTRUCTIONS Indica i ons for assessing the behaviour to weathering《建筑用天然石料 评估气象变化 》.pdf
  • STAS 6200 17-1977 NATURAL STONES FOR BUILDINGS Determination of behaviour at atmospheric agents action《建筑用天然石材 大气能因作用时的表现测定 》.pdf STAS 6200 17-1977 NATURAL STONES FOR BUILDINGS Determination of behaviour at atmospheric agents action《建筑用天然石材 大气能因作用时的表现测定 》.pdf
  • STAS 6200 2-1971 SI1APED NATURAL STONB FOR BUILDING Methods of physieal mechanical and mineralogical tests General provisions for mechanical tests《建筑用成形天然石材 物理、机械和矿物测试方法 机械测试一般规定 》.pdf STAS 6200 2-1971 SI1APED NATURAL STONB FOR BUILDING Methods of physieal mechanical and mineralogical tests General provisions for mechanical tests《建筑用成形天然石材 物理、机械和矿物测试方法 机械测试一般规定 》.pdf
  • STAS 6200 3-1981 NATURAL STONES FOR BUILDING Sampling preparation of thin sections and test pieces《建筑用天然石材 用于薄片和测试件的样品 》.pdf STAS 6200 3-1981 NATURAL STONES FOR BUILDING Sampling preparation of thin sections and test pieces《建筑用天然石材 用于薄片和测试件的样品 》.pdf
  • STAS 6200 4-1974 NATURAL STONES FOR Bl'ILDING Dclermination of petrographical aud mincralogical charactorislies《建筑用天然石材 岩相学和矿物学特征 》.pdf STAS 6200 4-1974 NATURAL STONES FOR Bl'ILDING Dclermination of petrographical aud mincralogical charactorislies《建筑用天然石材 岩相学和矿物学特征 》.pdf
  • STAS 6200 4-1981 NATURAL STONE FOR BUILD1NGS Specifk-alions for determination of petrof raphyic and mineralogic charac- teristics and chemica] composition《建筑用天然石材 物理、矿物特征和化学成分分析测定规.pdf STAS 6200 4-1981 NATURAL STONE FOR BUILD1NGS Specifk-alions for determination of petrof raphyic and mineralogic charac- teristics and chemica] composition《建筑用天然石材 物理、矿物特征和化学成分分析测定规.pdf
  • STAS 6200 5-1971 SHAPED NATURAL STONE FOR BUILDING Methods of physical mechanical and mineralogical test Determination of the compression strength《成形建材用天然石料 物理、机械和矿物学测定 压缩强度测定 》.pdf STAS 6200 5-1971 SHAPED NATURAL STONE FOR BUILDING Methods of physical mechanical and mineralogical test Determination of the compression strength《成形建材用天然石料 物理、机械和矿物学测定 压缩强度测定 》.pdf
  • 相关搜索

    当前位置:首页 > 标准规范 > 国际标准 > 其他

    copyright@ 2008-2019 麦多课文库(www.mydoc123.com)网站版权所有
    备案/许可证编号:苏ICP备17064731号-1