
【国外标准】 Standard Test Method for Thermal Compatibility Between Concrete and an Epoxy-Resin Overlay
本网站 发布时间:
2024-02-28
开通会员免费在线看70000余条国内标准,赠送文本下载次数,单本最低仅合13.3元!还可享标准出版进度查询、定制跟踪推送、标准查新等超多特权!  
查看详情>>

适用范围:
5.1 This test method applies to materials used in making epoxy-mortar overlays for concrete pavement. If debonding occurs between the overlay and the pavement, the material is unsuitable.5.2 This test method evaluates the ability of an overlay to remain bonded to a concrete substrate during repeated thermal cycling in air over a significant temperature range and is not intended to duplicate temperature fluctuations in the field.1.1 This test method covers the determination of which epoxy-resin formulations are subject to debonding when used as overlays for concrete when the combination of the two is subjected to temperature changes that may be met in the field.1.2 Units—The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the specification.1.3 The text of this standard refers to notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of this standard.1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. A specific hazard statement is given in Section 8. (Warning—Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to exposed skin and tissue upon prolonged exposure.)21.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
标准号:
ASTM C884/C884M-23
标准名称:
Standard Test Method for Thermal Compatibility Between Concrete and an Epoxy-Resin Overlay
英文名称:
Standard Test Method for Thermal Compatibility Between Concrete and an Epoxy-Resin Overlay标准状态:
Active-
发布日期:
-
实施日期:
出版语种:
- 推荐标准
- AS 1038.23-2002 (R2013) Coal and coke - Analysis and testing Higher rank coal and coke - Carbonate carbon
- AS 1180 (Pt 9A to 9C)-1973 Methods of test for hose made from elastomeric materials - Third Group Methods 9A, 9B, 9C
- AS 1301.P201m-1986 Methods of test for pulp and paper (metric units) Kappa number of pulp
- AS 1301.P414m-1986 Methods of test for pulp and paper (metric units) Conditioning of paper for testing
- AS 1678.3C1-1987 Emergency procedure guide - Transport Group text EPGs for Class 3 substances - Flammable liquids - Flammable liquid of lesser hazard
- AS 1684.3 C1 Supp 1-2006 Residential timber-framed construction Cyclonic areas - C1 Supplement 1: Timber framing span tables - Wind classification C1 - Seasoned softwood - Stress Grade F5 (Supplement to AS 1684.3-2006)
- AS 1684.3 C1 Supp 10-1999 Residential timber-framed construction Cyclonic areas - C1 Supplement 10: Timber framing span tables - Wind classification C1 - Unseasoned softwood - Stress Grade F5 (Supplement to AS 1684.3-1999)
- AS 1684.3 C1 Supp 11-1999 Residential timber-framed construction Cyclonic areas - C1 Supplement 11: Timber framing span tables - Wind classification C1 - Unseasoned softwood - Stress Grade F7 (Supplement to AS 1684.3-1999)
- AS 1684.3 C1 Supp 12-2010 Residential timber-framed construction Cyclonic areas - C1 Supplement 12: Timber framing span tables - Wind classification C1 - Unseasoned hardwood - Stress Grade F8 (Supplement to AS 1684.3-2010)
- AS 1684.3 C1 Supp 13-2006 Residential timber-framed construction Cyclonic areas - C1 Supplement 13: Timber framing span tables - Wind classification C1 - Unseasoned hardwood - Stress Grade F11 (Supplement to AS 1684.3-2006)
- AS 1684.3 C1 Supp 14-2006 Residential timber-framed construction Cyclonic areas - C1 Supplement 14: Timber framing span tables - Wind classification C1 - Unseasoned hardwood - Stress Grade F14 (Supplement to AS 1684.3-2006)
- AS 1684.3 C1 Supp 15-1999 Residential timber-framed construction Cyclonic areas - C1 Supplement 15: Timber framing span tables - Wind classification C1 - Unseasoned hardwood - Stress Grade F17 (Supplement to AS 1684.3-1999)
- AS 1684.3 C1 Supp 15-2006 Residential timber-framed construction Cyclonic areas - C1 Supplement 15: Timber framing span tables - Wind classification C1 - Unseasoned hardwood - Stress Grade F17 (Supplement to AS 1684.3-2006)
- AS 1684.3 C1 Supp 2-1999 Residential timber-framed construction Cyclonic areas - C1 Supplement 2: Timber framing span tables - Wind classification C1 - Seasoned softwood - Stress Grade F7 (Supplement to AS 1684.3-1999)
- AS 1684.3 C1 Supp 2-2010 Residential timber-framed construction Cyclonic areas - C1 Supplement 2: Timber framing span tables - Wind classification C1 - Seasoned softwood - Stress Grade F7 (Supplement to AS 1684.3 - 2010)