91.100.15 (Mineral materials and products) 标准查询与下载

ASTM C658-98(2012) 砖或瓷砖用耐化学侵蚀树脂薄浆的标准规格

1.1 This specification covers the requirements for chemical-resistant resin grouts for filling joints of chemical-resistant brick or tile units. For use of these materials, see Practice C723. (For mortars, see Specification C395.) 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.Note 1???Resin grouts and mortars are differentiated as follows: Resin grouts are applied to the joints, generally 1/4 in. (6 mm) wide, after the brick or tile are set in place and the setting bed has hardened (grouting or tilesetter's method). Resin mortars are trowelled onto the brick or tile in sufficient quantity to achieve a 1/8-in. (3-mm) thick joint after the brick or tile are laid in place (buttering or bricklayer's method).

Standard Specification for Chemical-Resistant Resin Grouts for Brick or Tile

ASTM C723-98(2012) 砖或瓷砖用耐化学腐蚀树脂薄浆标准规格

1.1 This practice provides detailed information on the handling and proper use of chemical-resistant resin grouts for filling joints of chemical-resistant brick or tile such as those covered in Specification C658. Note 1???Resin grouts and mortars are differentiated as follows: Resin grouts are applied to joints, generally 1/4 in. (6 mm) wide, after the brick or tile are set in place and the setting bed has hardened (grouting or tilesetter's method). Resin mortars are troweled onto the brick or tile in sufficient quantity to achieve a 1/8-in. (3-mm) thick joint after the brick or tile are laid in place (buttering or bricklayer's method). (See Practice C399.) 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 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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Practice for Chemical-Resistant Resin Grouts for Brick or Tile

ASTM C658-98(2003) 砖或瓦管用耐化学腐蚀树脂薄浆标准规范

1.1 This specification covers the requirements for chemical-resistant resin grouts for filling joints of chemical-resistant brick or tile units. For use of these materials, see Practice C 723. (For mortars, see Specification C 395.)1.2 The values stated in inch-pound units are to be regarded as the standard. The metric equivalents of inch-pound units may be approximate. Note 18212;Resin grouts and mortars are differentiated as follows: Resin grouts are applied to the joints, generally 1/4 in. (6 mm) wide, after the brick or tile are set in place and the setting bed has hardened (grouting or tilesetter''s method). Resin mortars are trowelled onto the brick or tile in sufficient quantity to achieve a 1/8-in. (3-mm) thick joint after the brick or tile are laid in place (buttering or bricklayer''s method).

Standard Specification for Chemical-Resistant Resin Grouts for Brick or Tile

ASTM C723-98(2008) 砖或瓦管用耐化学腐蚀树脂薄浆标准规范

1.1 This practice provides detailed information on the handling and proper use of chemical-resistant resin grouts for filling joints of chemical-resistant brick or tile such as those covered in Specification C 658. Note 18212;Resin grouts and mortars are differentiated as follows: Resin grouts are applied to joints, generally ¼ in. (6 mm) wide, after the brick or tile are set in place and the setting bed has hardened (grouting or tilesetter's method). Resin mortars are troweled onto the brick or tile in sufficient quantity to achieve a 1/8-in. (3-mm) thick joint after the brick or tile are laid in place (buttering or bricklayer's method). (See Practice C 399.) 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 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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Practice for Chemical-Resistant Resin Grouts for Brick or Tile

ASTM C723-98(2003) 砖和瓦用耐化学侵蚀的树脂薄浆标准实施规程

1.1 This practice provides detailed information on the handling and proper use of chemical-resistant resin grouts for filling joints of chemical-resistant brick or tile such as those covered in Specification C 658.Note 18212;Resin grouts and mortars are differentiated as follows: Resin grouts are applied to joints, generally 1/4 in. (6 mm) wide, after the brick or tile are set in place and the setting bed has hardened (grouting or tilesetter''s method). Resin mortars are troweled onto the brick or tile in sufficient quantity to achieve a 1/8-in. (3-mm) thick joint after the brick or tile are laid in place (buttering or bricklayer''s method). (See Practice C 399.)1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are provided for information only.1.3 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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Practice for Chemical-Resistant Resin Grouts for Brick or Tile

ASTM C404-97 砌筑用灰浆集料标准规范

1.1 This specification covers aggregate for use in grout for masonry. 1.2 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only. 1.3 The following precautionary caveat pertains only to the test methods portion, Section 8, of this standard. 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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Specification for Aggregates for Masonry Grout

ASTM C1073-97a(2011) 通过与碱反应测定矿渣粉水硬性的标准试验方法

This test method can be used as a quality-control test for slag production from a single source after adequate correlation with tests stipulated in Specification C989. This test method may be used as an evaluation technique for slag, when an appropriate correlation with various finenesses of slags from a specific source ground in a specific laboratory mill has been previously developed. The hydraulic activity as measured by this test method on ground-slag samples can provide guidance to a manufacturer as to fineness level required to maintain a certain level of hydraulic activity. While this test method is intended primarily as a quality control test, some studies have shown that the test method is capable of evaluating the hydraulic activity of slags from different sources.1.1 This test method covers the rapid determination of hydraulic activity of ground-granulated iron blast-furnace slag. This test method measures the accelerated strength development of the slag by using sodium hydroxide solution as mixing water and curing at elevated temperature. 1.2 The values stated in SI units are to be regarded as the standard. 1.3 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 and health practices and determine the applicability of regulatory limitations prior to use. A specific warning statement is given in Section 6. 1.4 The text of this standard references notes and footnotes which provide explanatory information. These notes and footnotes (excluding those in tables) shall not be considered as requirements of this standard.

Standard Test Method for Hydraulic Activity of Ground Slag by Reaction with Alkali

ASTM D5889-97(2008) 土工合成织物粘土衬垫的质量控制标准实施规程

GCLs must be properly manufactured in a manner consistent with a minimum level of quality control as determined by in-house testing of the final product. This practice suggests the types of tests, the methods of the testing and the minimum testing frequencies. It should be clearly recognized that manufacturers may perform additional tests or at greater frequency than required in this practice, or both. In this case, the manufacturer''s quality control plan will then take precedence over this practice. The quoted tests and test methods in Table 1 must appear in the QC plan and the QC report. It should also be recognized that purchasers and installers of GCLs may require additional tests or at a great frequency than called for in this practice, or both. The organization(s) producing such project specific specification or quality assurance plan should recognize that such requirements are beyond the current state of the practice. If such a request is made by purchasers or installers, they should clearly communicate the requirements to the manufacturer or supplier during the contract decisions in order that disputes do not arise at a subsequent time. TABLE 1 Minimum Types of Tests and Their Frequencies for the QC of GCLs Test DesignationTest MethodFrequency of TestingReport Value Clay:AB Free swellD 5890One per truck or railcar but min, every 50 tonnesMinimum average Fluid lossD 5891One per truck or railcar but min, every 50 tonnesMinimum average Geosynthetic Materials:B Geotextiles: Mass per unit areaD 526120 000 m2 (200 000 ft2)Typical and MARV Grab tensile strength (MD and CD)D 463220 000 m2 (200 000 ft2)MARV Geomembrane Mass per unit areaD 526120 000 m2 (100 000 ft2)Typical and MARV ThicknessD 519920 000 m2 (200 000 ft2)MARV Tensile strength at break and yield (MD and CD)D 63820 000 ......

Standard Practice for Quality Control of Geosynthetic Clay Liners

ASTM D6102-97 土工合成粘土衬垫的安装的标准指南

1.1 This guide provides directions for the installation of geosynthetic clay liners (GCLs) under file conditions typically present in environmental lining applications.

Standard Guide for Installation of Geosynthetic Clay Liners

ASTM C1073-97a 用碱性反应法测定块炉渣水硬效率的标准试验方法

1.1 This test method covers the rapid determination of hydraulic activity of ground-granulated iron blast-furnace slag. This test method measures the accelerated strength development of the slag by using sodium hydroxide solution as mixing water and curing at elevated temperature. 1.2 The values stated in SI units are to be regarded as the standard. 1.3 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 and health practices and determine the applicability of regulatory limitations prior to use. A specific precautionary statement is given in Section 6.

Standard Test Method for Hydraulic Activity of Ground Slag by Reaction with Alkali

ASTM C1073-97a(2003) 用碱性反应法测定粉炉渣水硬效率的标准试验方法

This test method can be used as a quality-control test for slag production from a single source after adequate correlation with tests stipulated in Specification C 989. This test method may be used as an evaluation technique for slag, when an appropriate correlation with various finenesses of slags from a specific source ground in a specific laboratory mill has been previously developed. The hydraulic activity as measured by this test method on ground-slag samples can provide guidance to a manufacturer as to fineness level required to maintain a certain level of hydraulic activity. While this test method is intended primarily as a quality control test, some studies have shown that the test method is capable of evaluating the hydraulic activity of slags from different sources.1.1 This test method covers the rapid determination of hydraulic activity of ground-granulated iron blast-furnace slag. This test method measures the accelerated strength development of the slag by using sodium hydroxide solution as mixing water and curing at elevated temperature.1.2 The values stated in SI units are to be regarded as the standard.1.3 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 and health practices and determine the applicability of regulatory limitations prior to use. A specific warning statement is given in Section 6.1.4 The text of this standard references notes and footnotes (excluding those in tables) shall not be considered as requirements of this standard.

Standard Test Method for Hydraulic Activity of Ground Slag by Reaction with Alkali

ASTM D5370-96(2002) 结构用火山灰混合材料的标准规范

1.1 This specification covers pozzolanic blended material for use in construction applications where the properties normally attributed to finely divided mineral admixtures may be desired.1.2 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.1.3 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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Specification for Pozzolanic Blended Materials in Construction Applications

ASTM C1352-96(2008) 石材弯曲弹性模量的标准试验方法

This test method is useful for providing engineering values for stress and deflection analysis of stone panels. It is also useful in indicating the differences in flexural modulus of elasticity between various dimension stones and stones of the same type in different loading directions (parallel and perpendicular to rift or bedding planes).1.1 This test method covers the procedure for determining the flexural modulus of elasticity of stone by using a simple beam with quarter-point loading. 1.2 Stone tests may be made with load applied perpendicular to the bedding plane or rift and with load applied parallel to the bedding plane or rift. 1.3 Stone tests may be made for wet and dry specimen conditions. 1.4 The specifier of the test shall determine which conditions shall be used. 1.5 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only. 1.6 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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Test Method for Flexural Modulus of Elasticity of Dimension Stone

ASTM C1352-96(2002) 方石弯曲弹性模量的标准试验方法

1.1 This test method covers the procedure for determining the flexural modulus of elasticity of stone by using a simple beam with quarter-point loading. 1.2 Stone tests may be made with load applied perpendicular to the bedding plane or rift and with load applied parallel to the bedding plane or rift. 1.3 Stone tests may be made for wet and dry specimen conditions. 1.4 The specifier of the test shall determine which conditions shall be used. 1.5 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only. 1.6 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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Test Method for Flexural Modulus of Elasticity of Dimension Stone

ASTM C97-96e1 整体着色混凝土用颜料的标准规格

1.1 These test methods cover the tests for determining the absorption and bulk specific gravity of all types of dimension stone, except slate. 1.2 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only. 1.3 This standard does not purport to address the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Standard Test Methods for Absorption and Bulk Specific Gravity of Dimension Stone

ASTM C117-95 用冲洗法测定矿物集料中细于200号筛孔(75μm)的材料的标准试验方法

1.1 This test method covers determination of the amount of material finer than a 75-[mu]m (No. 200) sieve in aggregate by washing. Clay particles and other aggregate particles that are dispersed by the wash water, as well as water-soluble materials, will be removed from the aggregate during the test. 1.2 Two procedures are included, one using only water for the washing operation, and the other including a wetting agent to assist the loosening of the material finer than the 75-[mu]m (No. 200) sieve from the coarser material. Unless otherwise specified, Procedure A (water only) shall be used. 1.3 The values stated in SI units are to be regarded as the 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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Test Method for Materials Finer than 75-181m (No. 200) Sieve in Mineral Aggregates by Washing

ASTM D2938-95 完整岩石芯样的无侧限抗压强度的标准试验方法

1.1 This test method specifies the apparatus, instrumentation, and procedures for determining unconfined compressive strength of intact rock core specimens. 1.2 The values stated in inch-pound units are to be regarded as the standard. The SI values given in parentheses are for information only. 1.3 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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Test Method for Unconfined Compressive Strength of Intact Rock Core Specimens

ASTM C1190-95(2000) 镁碳和油浸烧结碱性砖试件定位的标准实施规程

1.1 This practice covers a procedure for preparing test specimens from magnesia-carbon and impregnated burned basic brick. This practice generally concerns preparation of test specimens from brick greater than 13 in. (33 cm) in length. These brick are mainly manufactured for use in electric arc furnaces and basic oxygen furnaces. 1.2 The values stated in inch-pound units are to be regarded as the standard. The SI units given in parentheses are for information only. 1.3 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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Practice for Location of Test Specimens from Magnesia-Carbon and Impregnated Burned Basic Brick

ASTM D2936-95(2004)e1 完整岩石芯样的直接抗拉强度的标准试验方法

Rock is much weaker in tension than in compression. Thus, in determining the failure condition for a rock structure, many investigators employ tensile strength of the component rock as the failure strength for the structure. Direct tensile stressing of rock is the most basic test for determining the tensile strength of rock.1.1 This test method covers the determination of the direct tensile strength of intact cylindrical rock specimens. 1.2 The values stated in SI units are to be regarded as standard. 1.3 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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Test Method for Direct Tensile Strength of Intact Rock Core Specimens

ASTM D5888-95(2002)e1 土工合成织物粘土衬储存和搬运的标准指南

1.1 This guide covers guidelines for the proper storage and handling of geosynthetic clay liners received at the job site by the end user.1.2 This guide contains general guidelines and is not intended to replace project-specific requirements as found in the contract drawings or specifications. In the event of a conflict, the requirements of the project specifications will supersede the requirements of this practice.1.3 The values given in SI units are to be regarded as the standard. The inch-pound units given in parentheses are for information only.1.4 This guide offers an organized collection of information or a series of options and does not recommend a specific course of action. This document cannot replace education or experience and should be used in conjunction with professional judgement. Not all aspects of this guide may be applicable in all circumstances. This ASTM standard is not intended to represent or replace the standard of care by which the adequacy of a given professional service must be judged, nor should this document be applied without consideration of a project''s many unique aspects. The word "Standard" in the title of this document means only that the document has been approved through the ASTM consensus process.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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Guide for Storage and Handling of Geosynthetic Clay Liners