
【国外标准】 Standard Test Method for Restrained Expansion of Expansive Cement Mortar
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:
This test method covers the standard procedure for determination of length changes of expansive cement mortar, while under restraint, due to the development of internal forces resulting from hydration of the cement. The test apparatus is comprised of the following: molds for casting test specimens; restraining cage which consists of a threaded steel rod with steel end plates held in place by cap nuts for corrosion prevention; length comparator; tamper which shall be made of nonabsorptive, nonabrasive material such as medium-hard rubber or seasoned oak wood; device for demolding specimens; weights and weighing devices; glass graduates to measure the mixing water in a single operation; an electrically driven mechanical mixer equipped with paddle and mixing bowl; and trowel which shall have a steel blade with straight edges. The sand to be used shall comply with the graded sand requirement and shall be handled in such a manner as to prevent segregation. Details on preparation and assembly of specimen molds and restraining cage, proportioning and mixing of mortars, molding, and curing of specimens are discussed. The expansion and shrinkage of the test specimens at any age shall be calculated and the length-change data, expressed as linear expansion or contraction based on the length of the specimen at any time of molding, shall be reported. Bias and precision in the batch, single, and multi-laboratory operation shall also be identified.1.1 This test method covers the determination of length changes of expansive cement mortar, while under restraint, due to the development of internal forces resulting from hydration of the cement.1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.1.3 The text of this standard references notes and footnotes which 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. (Warning—Fresh hydraulic cement mixtures are caustic and may cause burns to skin and tissue upon prolonged exposure.2)1.5 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 C806-23
标准名称:
Standard Test Method for Restrained Expansion of Expansive Cement Mortar
英文名称:
Standard Test Method for Restrained Expansion of Expansive Cement Mortar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 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)
- AS 1684.3 C1 Supp 3-1999 Residential timber-framed construction Cyclonic areas - C1 Supplement 3: Timber framing span tables - Wind classification C1 - Seasoned softwood - Stress Grade F8 (Supplement to AS 1684.3-1999)
- AS 1684.3 C1 Supp 5-1999 Residential timber-framed construction Cyclonic areas - C1 Supplement 5: Timber framing span tables - Wind classification C1 - Seasoned softwood - Stress Grade MGP 12 (Supplement to AS 1684.3-1999)