ImageVerifierCode 换一换
格式:PDF , 页数:6 ,大小:154.25KB ,
资源ID:417750      下载积分:5000 积分
快捷下载
登录下载
邮箱/手机:
温馨提示:
如需开发票,请勿充值!快捷下载时,用户名和密码都是您填写的邮箱或者手机号,方便查询和重复下载(系统自动生成)。
如填写123,账号就是123,密码也是123。
特别说明:
请自助下载,系统不会自动发送文件的哦; 如果您已付费,想二次下载,请登录后访问:我的下载记录
支付方式: 支付宝扫码支付 微信扫码支付   
注意:如需开发票,请勿充值!
验证码:   换一换

加入VIP,免费下载
 

温馨提示:由于个人手机设置不同,如果发现不能下载,请复制以下地址【http://www.mydoc123.com/d-417750.html】到电脑端继续下载(重复下载不扣费)。

已注册用户请登录:
账号:
密码:
验证码:   换一换
  忘记密码?
三方登录: 微信登录  

下载须知

1: 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。
2: 试题试卷类文档,如果标题没有明确说明有答案则都视为没有答案,请知晓。
3: 文件的所有权益归上传用户所有。
4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
5. 本站仅提供交流平台,并不能对任何下载内容负责。
6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

版权提示 | 免责声明

本文(AASHTO M 261-1996 Standard Specification for Rib-Tread Standard Tire for Special-Purpose Pavement Frictional-Property Tests《铺砌路面防滑试验用棱纹轮胎的标准规范》.pdf)为本站会员(explodesoak291)主动上传,麦多课文库仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文库(发送邮件至master@mydoc123.com或直接QQ联系客服),我们立即给予删除!

AASHTO M 261-1996 Standard Specification for Rib-Tread Standard Tire for Special-Purpose Pavement Frictional-Property Tests《铺砌路面防滑试验用棱纹轮胎的标准规范》.pdf

1、Standard Specification for Rib-Tread Standard Tire for Special-Purpose Pavement Frictional-Property Tests AASHTO Designation: M 261-96 (2013)1ASTM Designation: E 501-08 American Association of State Highway and Transportation Officials 444 North Capitol Street NW, Suite 249 Washington, D.C. 20001TS-

2、5a M 261-1 AASHTO Standard Specification for Rib-Tread Standard Tire for Special-Purpose Pavement Frictional-Property Tests AASHTO Designation: M 261-96 (2013)1ASTM Designation: E 501-08 1. SCOPE 1.1. This specification covers the general requirements for the standard rib tire for pavement friction

3、testing. The tire covered by this specification is only for use in evaluation of tire-pavement friction. 1.2. Terminology in this specification is consistent with ASTM E 867. 1.3. The values stated in SI units are to be regarded as the standard. 1.4. This standard may involve hazardous materials, op

4、erations, and equipment. This standard does not purport to address all of the safety concerns associated with its use. It is the responsibility of the user of this standard to consult and establish appropriate safety and health practices and determine the applicability of regulatory limitations prio

5、r to use. 2. REFERENCED DOCUMENTS 2.1. AASHTO Standard: T 242, Frictional Properties of Paved Surfaces Using a Full-Scale Tire 2.2. ASTM Standards: D 297, Standard Test Methods for Rubber ProductsChemical Analysis D 412, Standard Test Methods for Vulcanized Rubber and Thermoplastic ElastomersTension

6、 D 1765, Standard Classification System for Carbon Blacks Used in Rubber Products D 2240, Standard Test Method for Rubber PropertyDurometer Hardness D 3182, Standard Practice for RubberMaterials, Equipment, and Procedures for Mixing Standard Compounds and Preparing Standard Vulcanized Sheets E 501,

7、Standard Specification for Standard Rib Tire for Pavement Skid-Resistance Tests E 867, Standard Terminology Relating to Vehicle-Pavement Systems 3. MATERIALS AND MANUFACTURE 3.1. The individual standard tires shall conform to the design standards of Section 6. Dimensions, masses, and permissible var

8、iations are given in Section 6 and in Figure 1. 2014 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.TS-5a M 261-2 AASHTO Figure 1Tire Section, Including Inflated Tire Dimensions 3.2. Tread compounding, fabri

9、c processing, and all steps in tire manufacturing shall be certified to ensure that the specifications are met. 3.3. A small raised guideline shall be molded on the tire shoulder area to provide a rapid visual check as to whether the maximum wear level for testing has been reached. Tires should be r

10、emoved from service as recommended in Section 11.5. The marking on the tire should include the following information: G78-15, Standard Pavement Test TireNot for General Highway Use, ASTM E 501, (Manufacturers name or trademark), Directional arrow on side of tire, and Rim: 15 6JJ. 2014 by the America

11、n Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.TS-5a M 261-3 AASHTO 4. MATERIAL REQUIREMENTS 4.1. The compounding requirements for the tread compound are given in Table 1. Table 1Compounding of Tread RubberaMaterial Parts

12、 per Hundred of Rubber (PPHR) SBR 1712b89.38 BR-1208c 35.00 N339d75.00 High-aromatic oil 22.12 Zinc oxide 3.00 Stearic acid 2.00 6PPDe2.00 Paraffin wax 2.00 Sulfur 1.80 TBBSf1.10 DPGg0.10 aASTM D 3182 bStyrene-butadiene rubber (23.5 percent styrene) 37.5 parts of high-aromatic oil cHigh cis-polybuta

13、diene dN339 Carbon Black. See ASTM D 1765. eDimethyl butylphenyl phenylenediamine fButyl benzothiazole sulfenamide g Diphenyl guanidine 4.2. FabricThe fabric shall be polyester body or carcass plies and fiberglass belt plies. Note 1Certain proprietary products have been specified since exact duplica

14、tion of properties of the finished tire may not be achieved with other similar products. This inclusion does not in any way comprise a recommendation for these proprietary products or against similar products of other manufacturers; nor does it imply any superiority over any such similar products. 5

15、. PHYSICAL REQUIREMENTS 5.1. The physical and mechanical test requirements are given in Table 2. Table 2Physical Requirements of Tread Compound Tensile sheet cure at 150C (302F), min 30 300% modulus, MPa (psi) (ASTM D 412) 6.9 1.4 (1000 200) Tire tread durometer (ASTM D 2240) 58 2 Specific gravity (

16、ASTM 297) 1.13 0.02 Tensile strength, min, MPa (psi) (ASTM D 412) 13.8 (2000) Elongation, min, % (ASTM D 412) 500 6. DIMENSIONS, MASSES, AND PERMISSIBLE VARIATIONS 6.1. GeneralDetails of dimensions are listed as follow and are shown in Figure 1. Where tolerances are not specified, tire dimensions ar

17、e subject to manufacturers normal tolerances. 2014 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.TS-5a M 261-4 AASHTO 6.1.1. ConstructionThe tire shall be a size G78-15 tubeless type, belted bias constructi

18、on (two body plies plus two belt plies). The tread width shall be 149 mm (5.85 in.) and the cross-sectional tread radius shall be 394 mm 51 mm (15.50 in. 2.0 in.). The tire shall have a recommended cross-section width of 212 mm (8.35 in.) and a recommended section height of 161 mm (6.34 in.) when mo

19、unted on a Tire and Rim Association 15-by-6-in. (381-by-152-mm) JJ rim. The cured crown angles shall be 33 2 degrees for the body plies and 27 2 degrees for the belt plies. 6.1.2. RibsThe tire shall have seven plain ribs of 16.8-mm (0.66-in.) width each. Both sides of the shoulder ribs shall be para

20、llel from the tread surface down to a depth equal to the wear guideline. 6.1.3. GroovesThe tire shall have six straight grooves of 5.1-mm (0.20-in.) width each. Each groove shall be parallel to the radius of the tread radius arc and shall have a full radius at the bottom of the groove. Each groove s

21、hall have a uniform friction test depth of 9.8 mm (0.385 in.) maximum and shall have an undertread thickness of 2.5 mm (0.10 in.). 6.1.4. Wear IndicatorsThere shall be six rows of tread wear indicators spaced uniformly around the tire circumference and directly across the full tread width in all six

22、 grooves. These tread wear indicators shall be 1.6 mm (0.063 in.) deep and approximately 12.7 mm (0.50 in.) long. A visual wear guideline shall be located on the shoulder of the tire 5.6 mm (0.22 in.) from the tread surface as shown in Figure 1. 7. WORKMANSHIP 7.1. Tires shall be free of defects in

23、workmanship and material. 8. TEST METHODS 8.1. Tensile Sheet CuresASTM D 3182. 8.2. Modulus (300 percent)ASTM D 412. 8.3. Tensile Sheet DurometerASTM D 2240, using a Type A Shore durometer. 8.4. Specific GravityASTM D 297. 8.5. Tensile StrengthASTM D 412. 8.6. ElongationASTM D 412. 8.7. Tire Tread D

24、urometerASTM D 2240. 8.7.1. Use a Type A durometer 12.7-mm (0.5-in.) diameter presser foot. Shore, code XAHAF is recommended. 8.7.2. The durometer shall be calibrated at a reading of 60 hardness. 8.7.3. Condition the tire and durometer to equilibrium at 23 2C (73.4 3.6F) before determining tread har

25、dness. 8.7.4. The tire tread hardness is to be determined by averaging at least one set of six readings. A set is one reading taken in the center of each rib, excluding the center rib. It is recommended that additional sets of readings be taken around the tread circumference. 2014 by the American As

26、sociation of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.TS-5a M 261-5 AASHTO 8.7.5. Apply presser foot to the tire tread as rapidly as possible without shock, keeping the foot parallel to the tread surface. Apply just sufficient press

27、ure to obtain firm contact between presser foot and tire tread surface. Read the durometer scale within 1 s after presser foot is in contact with the tire tread, but after initial maximum transient, which may occur immediately after contact is made. 9. CERTIFICATION 9.1. Tires are to be inflated and

28、 measured prior to shipment. Upon request, the manufacturer shall furnish the purchaser certification that the test tire meets this specification. 9.2. All tires under certification shall be subject to the manufacturers normal variation. 10. PACKAGING AND PRESERVATION 10.1. The tires should be kept

29、dry under ordinary atmospheric conditions in subdued light, 21 14C (70 25F). Tires should not be stored near electric motors, welders, or other ozone-generating equipment. 11. RECOMMENDATIONS FOR TIRE USE AND OPERATIONAL REQUIREMENTS 11.1. The tire is for pavement friction testing only and is not de

30、signed for general highway service. Necessary transport of test equipment should be on commercial tires. 11.2. A new tire break-in of 320 km (200 mi) minimum should be made on tires by the purchaser before using the tire for testing. 11.3. The tire shall be operated with not less than 165 kPa (24 ps

31、i) inflation. 11.4. The recommended static test load on the tire shall be 4825 N (1085 lbf) with loading to a maximum of 6150 N (1380 lbf) permissible, at 165 kPa (24 psi) inflation. 11.5. Tire should be mounted so that it is rotated in the direction of the arrow on the side of the tire. 11.6. When

32、irregular wear or damage results from tests or when the remaining groove depth in any groove is 4.2 mm (0.165 in.) or less, the use of the tire as a standard test tire shall be discontinued. 11.7. CautionMeasured friction force or friction number may be influenced by tire tread depth and/or hardness

33、. The magnitude of this dependence is a function of the water depth, pavement characteristics, test speed, and tire-aging effects. 12. KEYWORDS 12.1. Friction; pavement; rib tire. 1Except for terminology, figures, and the use of SI units, this specification agrees with ASTM E 501-08. 2014 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.

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