91.100.15 矿物材料和产品 标准查询与下载

ASTM C652-22 空心砖（粘土或页岩制空心砌块）标准规范

1.1 This specification covers hollow building brick and hollow facing brick made from clay, shale, fire clay, or mixtures thereof, and fired to incipient fusion; intended for use in masonry supplying structural and/or facing components to the structure. In this specification, the term hollow brick shall be understood to mean hollow clay masonry units whose net cross-sectional area (solid area) in any plane parallel to the surface containing the cores, cells, or deep frogs, is less than 75 % of its gross cross-sectional area measured in the same plane (see 4.3). 1.2 The requirements of this specification apply at the time of purchase. The use of results from testing of brick extracted from masonry structures for determining compliance with the requirements of this specification is beyond the intent of this standard. 1.3 This specification does not cover brick intended for use as paving brick (see Specification C902). 1.4 Brick covered by this specification are ceramic products manufactured primarily from clay, shale, or similar naturally occurring substances and subjected to a heat treatment at elevated temperatures (firing). The heat treatment shall develop sufficient fired bond between the particulate constituents to provide the strength and durability requirements of this specification. Additives or recycled materials are permitted to be included at the option of the manufacturer. (See “firing” and “firing bond” in Terminology C1232.) 1.4.1 This specification and its individual requirements shall not be used to qualify or corroborate the performance of a masonry unit made from other materials, or made with other forming methods, or other means of binding the materials. 1.5 Four types of hollow brick in each of two grades and two classes are covered. 1.6 Hollow brick differ from unglazed structural clay tile (Specifications C34 and C212) and solid brick (Specifications C62 and C216). Hollow brick require greater shell and web thicknesses and higher minimum compressive strength than structural clay tile, but permit greater void area and lesser distance from exposed edge to core hole than solid brick. Therefore, environmental and structural performance may be different in elements constructed of hollow brick from those constructed of structural clay tile or solid brick. 1.7 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 specification. 1.8 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. 1.9 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 Hollow Brick (Hollow Masonry Units Made From Clay or Shale)

ASTM C1799/C1799M-22 尺寸石材试样取样和制备的标准指南

Standard Guide to Dimension Stone Test Specimen Sampling and Preparation

ASTM C1799/C1799M-22e1 石料试样取样和制备尺寸的标准指南

1.1 This guide covers sampling, selection, preparation, and conditioning of specimens that will be used to test material properties of dimension stone. 1.2 This guide sets forth basic recommendations for sampling and preparation of dimension stone test specimens and provides information regarding variables that should be considered. 1.3 This guide is intended to be used by architects, engineers, contractors and material suppliers who design, select, specify, install, purchase, fabricate, finish, or test natural stone products for construction applications. 1.4 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system are not necessarily exact equivalents; therefore, to ensure conformance with the standard, each system shall be used independently of the other, and values from the two systems shall not be combined. 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.

Standard Guide to Dimension Stone Test Specimen Sampling and Preparation

GSO ASTM C1405:2022 釉面砖（单烧砖块）的标准规范

This specification deals with the standards for bricks, having a ceramic glaze finish fused to the body during the same process as the unit body firing, that are intended for use in masonry. These products are also proposed for use in supplying structural or facing components. This specification, however, doest not cover double-fired glazed brick. The bricks shall be available in two grades: grade S (standard) and grade SS (select sized). Two types and classes of bricks are also covered: type I (single-faced units) and type II (two-faced units); and class exterior and class interior. The glazed bricks shall also conform to the physical properties such as durability, strength and absorption requirements and freezing and thawing requirements.

Standard Specification for Glazed Brick (Single Fired, Brick Units)

T/SDGSY 6-2022 机制砂颗粒球型度漏斗法试验规程

4技术要求 4.1机制砂球型度规格等级 机制砂颗粒球型度规格等级可分为三级，分别为QⅠ级、QⅡ级和QⅢ级。 4.2机制砂球型度技术要求 机制砂球型度技术要求应符合表4.2要求。 表4.2 机制砂球型度技术要求 机制砂球型度规格等级　机制砂试样的球型度指数γ（%） QⅠ　≤120 QⅡ　120～130 QⅢ　≥130

Specification for sphericity of manufactured sand with funnel test

BS EN 1097-6:2022 骨料的机械和物理性能测试 颗粒密度和吸水率的测定

What is BS EN 1097-6 - Particle density and water absorption of normal weight and lightweight aggregates about?    BS EN 1097 discusses tests for mechanical and physical properties of aggregates. BS EN 1097-6 is the sixth part of the BS EN 1097 multi-series.   BS EN 1097-6 specifies the reference methods used for type testing and in case of dispute, for the determination of particle density and water absorption of normal weight and lightweight aggregates.   Who is BS EN 1097-6- Particle density and water absorption of normal weight and lightweight aggregates for?   BS EN 1097-6 on the particle density and water absorption of normal weight and lightweight aggregates is useful for:  

Tests for mechanical and physical properties of aggregates. Determination of particle density and water absorption

BS EN 933-9:2022 骨料几何特性的测试 罚款评估 亚甲蓝测试

What is BS EN 933-9 - Methylene blue about?    BS EN 933 discusses tests for geometrical properties of aggregates. BS EN 933-9 is the ninth part of the BS EN 933 multi-series and discusses the methylene blue test.   BS EN 933-9 specifies the reference method used for type testing and in cases of dispute, for the   determination of the methylene blue value of the size 0/2 mm fraction in fine aggregates or all-in aggregates (MBf).   Who is BS EN 933-9- Methylene blue for?   BS EN 933-9 on the determination of the methylene blue value of the size 0/2 mm fraction in fine aggregates or all-in aggregates (MBf) is use...

Tests for geometrical properties of aggregates. Assessment of fines. Methylene blue test

T/CFA 0202032-2022 粘结剂喷射铸型（芯）用硅砂

本文件规定了粘结剂喷射铸型（芯）用硅砂的术语和定义、性能要求、试验方法、检验规则、包装、标志、运输和贮存。

Silica sand for binder jetting sand mould（core）

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/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/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 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

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 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

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 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/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/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