91.100.15 矿物材料和产品 标准查询与下载

T/CFA 0202042-2022 铸造用烧结陶瓷砂

本文件规定了铸造用烧结陶瓷砂的术语和定义、分级及牌号、技术要求、试验方法、检验规则以及包装、标志、运输和贮存。

Sintered ceramic sand for foundry

T/CFA 020202081-2022 粘结剂喷射铸型（芯）用水玻璃

本文件规定了粘结剂喷射铸型（芯）工艺用水玻璃的牌号、技术要求、试验方法和检验规则以及包装、标志、运输和贮存。

Sodium silicate for binder jetting sand mould (core)

T/EERT 021-2022 资源综合利用产品 芬顿污泥制水泥熟料用铁质校正剂

本文件规定了芬顿污泥制水泥熟料用铁质校正剂的术语和定义、基本要求、技术要求、试验方法、检验规则、标志、包装、运输和贮存。

Iron correction agent for cement clinker made from Fenton sludge, a product of comprehensive utilization of resources

ASTM D5107-03(2022) 建筑用砂岩的预处理表面清洁的标准实施规程

1.1 This practice covers non-abrasive surface cleaning of architectural sandstone to remove grease, dirt, loose material, and surface deposits such as soot, fly ash, hydrocarbon residues, and algae and other biological growth in preparation for the application of water repellent coatings. Procedures include broom cleaning, vacuum cleaning, air blast cleaning, water cleaning (and detergent water cleaning), and chemical cleaning. 1.2 Limitations—This practice is intended to clean architectural sandstone without damaging it or altering the surface profile. These procedures are not intended for interior stonework. Where work on surfaces of artistic, architectural, cultural, or historic significance is being considered, guidance from specialists should be sought. 1.3 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only. 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. For specific hazard statements, see Section 4. 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.

Standard Practice for Preparatory Surface Cleaning of Architectural Sandstone

ASTM D4992-22 侵蚀控制用岩石评估的标准实施规程

1.1 This practice covers the evaluation of rock to be used for erosion control. The complexity and extent of this evaluation will be governed by the size and design requirements of the individual project, the quantity and quality of rock required, and the potential risk for property damage or loss of human life. 1.2 It is not intended that all of the evaluations listed in this practice be addressed for every project. For some small, less critical jobs, a visual inspection of the rock may be all that is necessary. Several of the evaluations listed may be necessary on large, complex, high-hazard projects. It is the responsibility of the designer to determine the intensity and number of evaluations made on any one project. 1.3 Examination of the rock at the source, evaluation of similar rock exposed to the environment at any field installations, as well as laboratory tests may be necessary to determine the properties of the rock as related to its predicted performance at the site of intended use (1, 2, 3, 4, 5, 6).2 1.4 The examination of the rock at its source is essential to its evaluation for erosion control and aids in the planning of the subsequent laboratory examinations. Very large pieces of rock up to several tons weight are used in the control of erosion; take great care with the field descriptions and in the sampling program to assure that zones of impurities or weaknesses that might not occur in ordinary size specimens are recorded and evaluated for their deleterious potential under the conditions of intended use. It is necessary that the intended method of rock removal be studied to ascertain whether the samples taken will correspond to the blasting, handling, and weathering history of the rock that will finally be used (3). 1.5 The specific procedures employed in the laboratory examinations depend on the kind of rock, its characteristics, mineral components, macro and micro structure, and perhaps most importantly, the intended use, size of the pieces, and the exposure conditions at the site of use (1, 2, 3, 4). 1.6 It is assumed that this practice will be used by personnel who are qualified by education and experience to plan the necessary evaluations and to conduct them so that the necessary parameters of the subject rock will be defined. Therefore, this practice does not attempt to detail the laboratory techniques required, but rather to mention them and only detail those properties that are of special concern in the course of the examination for rock to be used for erosion control. 1.7 Units—The values stated in SI units are to be regarded as standard. The inch-pound units given in parentheses are provided for information only. 1.8 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. NOTE 1—Erosion stone pieces can weigh from several hundred pounds to several tons. Exercise caution at all times as the mass of each piece represents a potential pinch point and a lifting, handling, and carrying hazard. 1.9 This practice offers a set of instructions for performing one or more specific operations. This document cannot replace education or experience and should be used in conjunction with professional judgment. Not all aspects of this practice 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. 1.10 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. 1 This practice is under the jurisdiction of ASTM Committee D18 on Soil and Rock and is the direct responsibility of Subcommittee D18.17 on Rock for Erosion Control. Current edition approved Jan. 1, 2022. Published January 2022. Originally approved in 1989. Last previous edition approved in 2014 as D4992 – 14ɛ2 . DOI: 10.1520/D4992-22. 2 The boldface numbers in parentheses refer to the list of references at the end of this standard. *A Summary of Changes section appears at the end of this standard Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States 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. 1 2. Referenced Documents

Standard Practice for Evaluation of Rock to be Used for Erosion Control

ASTM D3018/D3018M-22 表面有矿物颗粒的A级沥青瓦的标准规范

1.1 This specification covers granule-surfaced asphalt roofing shingles that meet the requirements for Class A fire test, behavior on heating, and wind testing. 1.2 Shingles meeting this specification are intended to be applied with a headlap of not less than 51 mm [2 in.]. 1.3 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 nonconformance with the standard. 1.4 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.

Standard Specification for Class A Asphalt Shingles Surfaced with Mineral Granules

ASTM D5121-22 耐久性试验用岩石板制备的标准实施规程

1.1 This practice covers the preparation of rock slabs for various tests and any visual inspections used to evaluate the durability of rock for erosion control. These tests include, but are not limited to, Test Methods D5240/D5240M, D5312/ D5312M, and D5313/D5313M. This practice is appropriate for the assessment of breakwater stone, armor stone, riprap, and gabion sized rock materials. 1.2 Units—The values stated in SI units are to be regarded as standard. The inch-pound units given in parentheses are for information only. 1.3 All observed and measured values shall conform to the guidelines for significant digits and rounding established in Practice D6026, unless superseded by this standard. 1.4 This practice offers a set of instructions for performing one or more specific operations. This document cannot replace education or experience and should be used in conjunction with professional judgment. Not all aspects of this practice 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. For a specific hazards statement, see Section 7. 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.

Standard Practice for Preparation of Rock Slabs for Durability Testing

DB11/T 1029-2021 混凝土矿物掺合料应用技术规程

Technical specification for the application of concrete mineral admixtures

T/ZZXJX 087-2021 建筑地面石材粘贴应用技术规程

前  言　 1 范围　 2 规范性引用文件　 3 术语和定义　 4 材料　   4.1 一般规定　   4.2 石材　   4.3 粘结材料　   4.4 填缝材料　   4.5 其他材料　 5 设计　   5.1 一般规定　   5.2 设计选用　   5.3 构造设计　 6 施工　   6.1 一般规定　   6.2 地面施工　 7 验收　   7.1 一般规定　   7.2 主控项目　   7.3 一般项目　

Technical specification for application of building floor stone paste

T/ZZXJX 082-2021 建筑墙面石材粘贴应用技术规程

1 范围　 2 规范性引用文件　 3 术语和定义　 4 材料　   4.1 一般规定　   4.2 石材　   4.3 粘结材料　   4.4 填缝材料　   4.5 其他材料　 5 设计　   5.1 一般规定　   5.2 设计选用　   5.3 构造设计　 6 施工　   6.1 一般规定　   6.2 墙面施工　 7 验收　   7.1 一般规定　   7.2 主控项目　   7.3 一般项目　

Technical specification for application of building wall stone paste

T/QYBX 09-2021 人造大理石

本文件规定了人造大理石的等级、要求、试验方法、检验规则、标志、包装、运输和贮存。

artificial marble

T/YXNX 005-2021 耐火原料 堇青石

规定了耐火材料用堇青石原料的术语和定义、牌号、技术要求、试验方法、质量评定程序、标志、包装、运输、储存和质量证明书等要求。 适用于在耐火材料中使用的堇青石原料。 项    目　                                JQS-GB　          JQS-DB 化学成分 / %　w (Al2O3)     34.00~36.00　34.00~36.00 　                w (MgO)　     13.00~15.00　13.00~15.00 　                w (Fe2O3)　≤0.80　              - * 体积密度 /（g·cm-3）    　≥1.65　         ≥1.65 * 吸水率 / %　                        ≤23　                 ≤23  热膨胀系数 (1200℃) /         （10-6/℃）   　≤1.9　≤1.9  堇青石相含量 / %　               ≥90　                 ≥90  白度 / %　                              >85　                 ≤85  标*部分为参考指标

Refractory raw material Cordierite

T/YXNX 004-2021 铝硅质耐火材料中莫来石相含量测定 （X射线衍射全谱拟合法）

本方法通过X射线衍射仪进行物相定性分析确定试样含有的全部物相，在X射线衍射仪中通过计算机软件进行全谱拟合，对铝硅质耐火材料莫来石相含量进行定量分析。

Determination of mullite phase in aluminum-silicon refractories -Full spectrum fitting method for X-ray diffraction

ASTM C744-21 预制混凝土和硅酸钙砌块的标准规范

1.1 This specification covers prefaced concrete and calcium silicate masonry units with the finished face(s) covered at the point of manufacture with resin, resin and inert filler, or cement and inert filler to produce a smooth tile-like surface feature. This specification does not address, and therefore is not applicable to, ground-face concrete masonry units that are manufactured by grinding a thin layer off the surface of a concrete masonry unit to expose aggregates within and polishing to produce a smooth, architectural finish. 1.2 The text of this specification 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 the standard. 1.3 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. 1.4 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. 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.

Standard Specification for Prefaced Concrete and Calcium Silicate Masonry Units

T/YXNX 003-2021 耐火材料荷重软化温度（非示差-升温法） 检测结果质量控制方法

质量控制方法 1、标准样品比对 能够获得石英标准试样的实验室，用石英玻璃标准样品（标准值为1386 ℃）进行测试，测量结果与标准值偏差应不超过标准样品的扩展不确定度（）。 2、重复性检测  （1）样品制备     为保证样品的均匀性和一致性，检测试样应从同一块外观检验合格的标型耐火制品中间相邻部位钻取，且应保证试样的高度方向为制品成型时的加压方向。制取部位如图1所示，以2个试样和4个试样为例。试样为圆柱体试样，直径为(36±0.5) mm，高为(50±0.5) mm；两底面平整度和平行度均不应大于0.2 mm，底面与主轴的垂直度不应大于0.4 mm。若发现样品内部有层裂、溶洞、裂纹等缺陷，应换一块砖重新制样。 （2）实验室内部质量控制方法，主要包括： a)拥有一台荷重软化试验仪的实验室 同一实验室同一样品不同试样用同一台仪器进行重复测试，两次测试结果误差不得超过20 ℃。 b)拥有两台荷重软化试验仪的实验室 同一实验室同一样品不同试样分别用两台仪器进行测试，两次测试结果误差不得超过20 ℃。 c)拥有（）台荷重软化试验仪的实验室 同一实验室同一样品不同试样分别用台仪器进行测试，第台仪器的测量结果应满足： 　　() 式中： ——第台仪器的测量结果，单位为摄氏度(℃)； ——台仪器测量结果的算术平均值，单位为摄氏度(℃)； ——实验室测量结果的扩展不确定度，单位为摄氏度(℃)。 在YB/T 370试验误差中规定：同一实验室同一样品不同试样的复验误差不超过20 ℃。即重复性限。取包含因子，实验室测量结果的扩展不确定度： 　　() 式中： 为测量结果的标准不确定度，单位为摄氏度(℃)。 实验室间比对 实验间比对分为： a)两家不同实验室间的比对：不同实验室同一样品不同试样进行测试，测量结果的误差不得超过30 ℃。 b)三家及以上实验室之间的比对：不同实验室同一样品不同试样进行测试，第个参加实验室的测量结果参照式(1)进行评价。 在YB/T 370试验误差中规定：不同实验室同一样品不同试样的复验误差不超过30 ℃。故复现性限。取包含因子，实验室测量结果的扩展不确定度： 　　() 式中： 为测量结果的标准不确定度，单位为摄氏度(℃)。

Quality control method for testing results of refractoriness under load of refractories (non-differential,with rising temperature)

ASTM C778-21 标准砂的标准规范

1.1 This specification covers standard sand for use in the testing of hydraulic cements. 1.2 The values stated in SI units are to be regarded as the standard. 1.3 Values in SI units shall be obtained by measurement in SI units or by appropriate conversion, using the Rules for Conversion and Rounding given in IEEE/ASTM SI 10, of measurements made in other units. 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. 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.

Standard Specification for Standard Sand

ASTM C241/C241M-21 承受步行交通的石头耐磨性的标准试验方法

1.1 This test method covers the determination of abrasion resistance of all types of stones for floors, steps, and similar uses where the wear is caused by foot traffic. 1.2 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 standard. 1.2.1 Exception—The formula for calculation of the result of this test method relies on the use of SI units; all measurements of weight in this test method shall be recorded in SI units. See 10.1 and 11.1. 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.4 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.

Standard Test Method for Abrasion Resistance of Stone Subjected to Foot Traffic

ASTM C217/C217M-21 石板耐候性的标准试验方法

Standard Test Methods for Weather Resistance of Slate

ASTM D6825-21 抛石护岸放置的标准指南

1.1 This guide covers methods to place riprap with associated filters for erosion control purposes. This guide does not recommend a specific course of action because of the diverse methods and procedures that are capable of producing a functional product. This guide identifies favorable riprap qualities and recommends practices best suited to obtain those qualities. The production of rock, use of recycled materials, rock with cut dimensions, and engineering and revetment design are beyond the scope of this guide. Special forms of riprap, including hand placed riprap, grouted riprap, or keyed (plated) riprap that is tamped into place to smooth the surface, are also beyond the scope of this guide. 1.2 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 judgment. 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 developed and approved through the ASTM consensus process 1.3 Units—The values stated in SI units are to be regarded as standard. The values given in parentheses after SI units are provided for information only and are not considered standard. 1.4 This standard may involve hazardous operations and equipment. 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. 1.5 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.

Standard Guide for Placement of Riprap Revetments

UNI 11504-2021 混凝土中的碱骨料反应 混凝土骨料潜在碱反应性的检测 砂浆筋加速膨胀试验

Alkali-aggregate reaction in concrete - Detection of potential alkali-reactivity of aggregates for concrete - Test of accelerated expansion of mortar bars