
【国外标准】 Standard Practice for Molding Roller-Compacted Concrete in Cylinder Molds Using a Vibrating Hammer
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:
4.1 This practice, intended for use in testing roller-compacted concrete, may be applicable to testing other types of cementitious material such as coarse-grained, soil-cement. This practice provides standardized requirements for molding stiff to very dry consistency concrete mixtures commonly used in roller compacted concrete construction. This practice is used instead of rodding or internal vibration, which cannot properly consolidate concrete of this consistency.NOTE 1: Further description of roller compacted concrete consistency is given in ACI 207.5R and ACI 211.3. The consistency of concrete using a vibrating table may be determined in accordance with Test Methods C1170/C1170M.4.2 This practice is used to mold cylindrical test specimens commonly used for testing compressive or tensile strength of concrete. Specimens tested for compressive strength and splitting tensile strength shall be in accordance with Test Methods C39/C39M and C496/C496M, respectively. Test specimens also may be used to determine density of fresh concrete.NOTE 2: For some extremely dry mixtures; (those with a consistency greater than 45 s when tested in accordance with Test Methods C1170/C1170M)5 the density of specimens made in accordance with this practice may be greater than the in-place density of roller-compacted concrete due to the greater potential for voids at the bottom of the lifts in the field.NOTE 3: The mass of the apparatus and amount of force applied by the operator may significantly affect the density of specimens made from these mixtures; thus, discretion is advised when interpreting test results on specimens made according to this practice.1.1 This practice2 covers molding cylindrical test specimens from concrete when the standard procedures of rodding and internal vibration, as described in Practice C31/C31M and Practice C1176/C1176M, are not practicable. This practice is applicable to freshly-mixed concrete, prepared in the laboratory and the field.1.2 Freshly-mixed concrete is molded in cylindrical molds using an electric vibrating hammer equipped with a shaft and circular plate.1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. Within the text, the inch-pound units are shown in brackets. 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 standard.1.4 The text of this practice 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 practice.1.5 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.1.6 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 C1435/C1435M-20
标准名称:
Standard Practice for Molding Roller-Compacted Concrete in Cylinder Molds Using a Vibrating Hammer
英文名称:
Standard Practice for Molding Roller-Compacted Concrete in Cylinder Molds Using a Vibrating Hammer标准状态:
Active-
发布日期:
-
实施日期:
出版语种:
- 推荐标准
- ANSI X9.100-20-2021 Magnetic Ink Character Recognition - Printing MICR Characters
- AS 1038.20-1992 Coal and coke - Analysis and testing Higher rank coal - Hardgrove grindability index
- AS 1038.20-2002 (R2013) Coal and coke - Analysis and testing Higher rank coal - Hardgrove grindability index
- AS 1085.20-2006 Railway track material Welding of steel rail
- AS 1141.20-1982 Methods for sampling and testing aggregates Average least dimension of aggregate by direct measurement
- 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)