GMW GMW14700-2012 Stone Impact Resistance of Coatings Issue 3 English.pdf
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1、WORLDWIDEENGINEERINGSTANDARDSTest Procedure GMW14700Stone Impact Resistance of Coatings Copyright 2012 General Motors Company All Rights ReservedOctober 2012 Originating Department: North American Engineering Standards Page 1 of 61 ScopeNote: Nothing in this standard supercedes applicable laws and r
2、egulations.Note: In the event of conflict between the English and domestic language, the English language shall takeprecedence.1.1 Purpose. This standard describes the test procedures to evaluate the stone impact resistance of coatings.It is applicable to both coated metallic and coated composite pa
3、nels. Method A is a contained method wherethe gravelometer is contained in a constant temperature freezer and Method B is the transfer method wheretest panels are transferred from a freezer to the gravelometer at room temperature. Method C is a containedmethod where the gravelometer is contained in
4、a constant temperature room. If this standard is used onuncoated panels (e.g., molded-in-color (MIC) plastic), alternate evaluation and rating procedures will berequired.Method A: A cold room or freezer of sufficient size in which the gravelometer and the test samples can bemaintained at -18 C 2 C.M
5、ethod B: A freezer in which the test samples can be cooled to the test temperature of -18 C 2 C. Pre-conditioning that causes frost on the surface of the test specimens must be avoided.Method C: A room in which the gravelometer and the test samples can be maintained at 22 C 5 C.1.2 Foreword. Not app
6、licable.1.3 Applicability. Not applicable.2 ReferencesNote: Only the latest approved standards are applicable unless otherwise specified.2.1 External Standards/Specifications.SAE J4002.2 GM Standards/Specifications.None3 Resources3.1 Facilities. Not applicable.3.2 Equipment.3.2.1 Gravelometer. A gra
7、vel projecting machine constructed according to design specification shown inSAE J400. Similar type of commercial apparatus meeting these specifications can be obtained from: T. J. Bell,1340 E. Home Avenue, Akron, OH 44310. Q-Panel Col. 800 Canterbury Rd., Cleveland, OH 44145 (NorthAmerica distribut
8、ors); Erichsen GmbH Q-Panel China, RM1809/1810,Liangyou Building, 618 Shabgcheng Road, Pudong District, Shanghai, 200120 China (China distributor).3.2.2 Gravel-water-eroded alluvial road gravel 8 mm to 16 mm in size.It is important to remove the small pieces before reusing the gravel. Gravel meeting
9、 these specifications canbe obtained from any of the suppliers identified in 3.2.1. An additional source in Europe is available: Q-LabDeutschland GmbH, In den Hallen 30, 66115 Saarbrcken, Germany.3.2.3 Tape. The use of a filament strapping tape such as 3M 898 or 3M 8981 is recommended. Other tapesca
10、n be used as agreed upon by both the lab and the test requestor.Copyright General Motors Company Provided by IHS under license with General Motors CompanyNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-GM WORLDWIDE ENGINEERING STANDARDS GMW14700 Copyright 2012 Gene
11、ral Motors Company All Rights ReservedOctober 2012 Page 2 of 63.3 Test Vehicle/Test Piece. Not applicable.3.4 Test Time. Not applicable.3.5 Test Required Information. Not applicable.3.6 Personnel/Skills. Not applicable.4 Procedure4.1 Preparation.4.1.1 Test samples shall be cut from parts that are be
12、ing evaluated when size and geometry of the part permit.When this is not possible, special test plaques (test panels of 100 mm x 300 mm are most suitable) shall beprepared using the same substrate material, substrate thickness, surface preparation (such as phosphatizingor anodizing), coating materia
13、l processing that duplicates that used on the part.For initial sample approval and in arbitration purposes, at least three test pieces shall be tested for each testtemperature.Note: Test samples that are small (not meeting size requirements) or have a complex geometry must haveperformance requiremen
14、ts defined on the engineering drawing.4.1.2 When test panels are used to evaluate a new substrate material or coating system, the panel preparationshall be defined by the engineer requesting the evaluation.4.2 Conditions.4.2.1 Environmental Conditions. Not applicable.4.2.2 Test Conditions. Deviation
15、s from the requirements of this standard shall have been agreed upon. Suchrequirements shall be specified on component drawings, test certificates, reports, etc.4.3 Instructions.4.3.1 Test Procedure. All test specimens must be positioned at approximately 90 degrees to the trajectory ofthe stones unl
16、ess otherwise specified by the responsible engineer.x Method A: Condition at -18 C 2 C.x Method B: Condition such that the samples are tested at -18 C 2 C.x Method C: Condition at +22 C 5 C.Note: Temperatures defined above are at start of gravel exposure. Actual sample temperature will increasedurin
17、g test because of warm air flow. Maximum sample temperature is -18 C 2 C for Method A andMethod B, and 22 C 5 C for Method C, unless otherwise specified in the material specification.4.3.2 Adjust the air pressure on the gravel apparatus to approximately 480 kPa (70 psi) with the air valve open.Keep
18、the lid to the gravel chamber on the apparatus closed during this operation as a safety precaution.4.3.3 After adjusting the air pressure, shut off the air valve, open the lid to the gravel chamber, and collectapproximately 473 mL (1 pt) of graded gravel in suitable container, unless otherwise speci
19、fied by theresponsible engineer.4.3.4 Place one test sample at the desired test temperature in the panel holder with the coated side facing thefront of the apparatus and close the lid to the gravel chamber.Note: The actual exposure zone of a 101 mm x 304 mm (4 in x 12 in) is 101 mm x 152 mm (4 in x
20、6 in).4.3.5 Gravel Feed. Feed gravel manually or automatically to the air stream within approximately 8 s. Do notturn on fan prior to gravel feed.4.3.6 Shut off the air valve, open the lid to the gravel chamber and remove the tested panel. Allow the panel toreturn to room temperature and remove any
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