91.100.15 矿物材料和产品 标准查询与下载

GB/T 29059-2012 超薄石材复合板

本标准规定了超薄石材复合板(以下简称复合板)的定义、产品分类、技术要求、试验方法、检验规则、标志、包装、运输与贮存等。本标准适用于建筑装饰用超薄石材复合板。

Compound slab of extremely thin stone

GB/T 2542-2012 砌墙砖试验方法

本标准规定了砌墙砖术语和定义、尺寸、外观质量、抗折强度、抗压强度、冻融、体积密度、石灰爆裂、泛霜、吸水率和饱和系数、孔洞率及孔洞结构、干燥收缩、碳化、软化的试验方法、本标准适用于砌墙砖、

Test methods for wall bricks

GB/T 14685-2011 建设用卵石、碎石

本标准规定了建设用卵石、碎石的术语和定义、分类、技术要求、试验方法、检验规则、标志、储存和运输等。 本标准适用于建设工程（除水工建筑物）中混凝土及其制品用卵石、碎石。

Pebble and crushed stone for construction

GB/T 9442-2010 铸造用硅砂

本标准规定了铸造用硅砂的术语和定义、分级及牌号、技术要求、试验方法、检验规则以及包装、标志、运输和贮存等。 本标准适用于铸造生产中造型、制芯用硅砂，包括人工硅砂和水洗砂、擦洗砂、精选砂等天然硅砂。

Foundry silica sand

GB/T 25138-2010 检定铸造粘结剂用标准砂

本标准规定了检定铸造粘结剂用标准砂的术语和定义、牌号、技术要求、试验方法、检验规则、标志、包装、运输和贮存等要求。 本标准适用于检定铸造用粘结剂强度等性能的标准砂。

Standard sand for checking foundry binder

GB/T 2542-2003 砌墙砖试验方法

本标准规定了砌墙砖尺寸、外观质量、抗折强度、抗压强度、冻融、体积密度、石灰爆裂、泛霜、吸水率和饱和系数、孔洞及其结构、干燥收缩、碳化、放射性、传热系数等的试验方法。 本标准适用于烧结砖和非烧结砖。烧结砖包括烧结普通砖、烧结多孔砖以及烧结空心砖和空心砌块(以下简称空心砖)；非烧结砖包括蒸压灰砂砖、粉煤灰砖、炉渣砖和碳化砖等。

Test methods for wall bricks

GB 13545-2003 烧结空心砖和空心砌块

本标准规定了烧结空心砖和空心砌砖块的产品分类、技术要求、试验方法、检验规则、标志、包装、运输和贮存。 本标准适用于以粘土、页岩、煤矸石、粉煤灰为主要原料，经焙烧而成主要用于建筑物非承重部位的空心砖和空心砌块（以下简称砖和砌块）。

Fired hollow bricks and blocks

GB/T 18968-2003 墙体材料术语

本标准规定了墙体材料的基本名称、组成材料、生产工艺、生产设备、配套材料、性能及应用技术等方面术语的定义与涵义。 本标准适用于数学、科研、设计、生产、经贸、著作及翻译技术文件。

Terms of wall materials

GB/T 14684-2001 建筑用砂

本标准规定了建筑用砂的定义、分类与规格、技术要求、试验方法、检验规则、标志、储存和运输等。 本标准适用于建筑工程中混凝土及其制品和建筑砂浆用砂。

Sand for building

GB/T 14685-2001 建筑用卵石、碎石

本标准规定了建筑用卵石、碎石的定义、分类与规格、技术要求、试验方法、检验规则、标志、储存和运输。 本标准适用于建筑工程中水泥混凝土及其制品用卵石和碎石。其他工程用卵石和碎石也可参照本标准执行。

Pebble and crushed stone for building

GB 13544-2000 烧结多孔砖

本标准规定了烧结多孔砖的产品分类、技术要求、试验方法、检验规则、产品合格证、堆放和运输等。 本标准适用于以粘土、页岩、煤矸石、粉煤灰为主要原料，经焙烧而成主要用于承重部位的多孔砖（以下简称砖）。

Fired perforated bricks

ASTM D5888-19(2024) 土工合成粘土衬垫的储存和处理标准指南

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 guide. 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, 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 for Storage and Handling of Geosynthetic Clay Liners

ASTM C1194-24 建筑用铸石抗压强度的标准试验方法

Standard Test Method for Compressive Strength of Architectural Cast Stone

BS EN 15167-2:2024 用于混凝土、砂浆和水泥浆的磨细高炉矿渣 性能稳定性的评估和验证

1   Scope This document specifies the scheme for the assessment and verification of constancy of performance ( AVCP ) of ground granulated blast furnace slag, including certification of constancy of performance. The document provides technical rules for the factory production control , further testing of samples taken at the manufacturing plant (autocontrol testing) and the assessment of the performance of the ground granulated blast furnace slag, initial inspection of the manufacturing plant and of the factory production control and audit testing of samples. It also provides rules for actions to be followed in the event of non-conformity and the requirement for depots . This document is linked with the European Standard covering ground granulated blast furnace slag, i.e. EN 15167‑1:2006.

Ground granulated blast furnace slag for use in concrete, mortar and grout - Assessment and verification of constancy of performance

GSO EN 933-11:2024 骨料几何特性试验 第11部分：粗再生骨料成分分类试验

This European Standard describes a simple method for the examination of coarse recycled aggregates for the purpose of identifying and estimating the relative proportions of constituent materials. This reference test method should be used for type testing and in case of dispute. For other purposes, in particular factory production control, other methods may be used provided that an appropriate working relationship with the reference method has been established. NOTE 1 This method is not appropriate for lightweight aggregates covered by EN 13055 series. NOTE 2 If dangerous substances are found in while carrying out this method, they should be dealt with in accordance with regulations in the place of use.

Tests for geometrical properties of aggregates - Part 11: Classification test for the constituents of coarse recycled aggregate

GSO EN 1097-7:2024 骨料机械和物理性能试验 第7部分：填料颗粒密度的测定 比重瓶法

This document specifies the reference method used for type testing and in cases of dispute for the determination of the particle density of filler by means of a pyknometer. For other purposes, in particular factory production control, other methods can be used provided that an appropriate working relationship with the reference method has been established. NOTE Methods for determination of particle density of aggregates are specified in EN 1097 6. Annex A specifies the procedure for determination of the pyknometer volume. Annex B specifies the procedure for determination of the density of the liquid used to determine the particle density of the filler. Annexes A and B are normative. WARNING — The use of this part of EN 1097 can involve hazardous materials, operations and equipment (such as liquids, dust, noise and heavy lifts). It does not purport to address all of the safety or environmental problems associated with its use. It is the responsibility of users of this document to take appropriate measures to ensure the safety and health of personnel and the environment prior to application of the standard, and fulfil statutory and regulatory requirements for this purpose.

Tests for mechanical and physical properties of aggregates - Part 7: Determination of the particle density of filler - Pyknometer method

GSO EN 933-2:2024 骨料几何特性试验 第2部分:粒度分布的测定 试验筛、孔径的公称尺寸

This document specifies the nominal size of apertures for test sieves used for determination of particle size of aggregates. It applies to: a) test sieves of perforated metal plate having square holes of size from 4 mm and up to 125 mm; b) test sieves of metal wire cloth having aperture sizes below 4 mm down to 0,063 mm.

Tests for geometrical properties of aggregates - Part 2: Determination of particle size distribution - Test sieves, nominal size of apertures

GSO EN 1097-6:2024 骨料机械和物理性能试验 第6部分：颗粒密度和吸水率的测定

This document 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. Other methods can be used for other purposes, such as factory production control, provided that an appropriate working relationship with the reference method has been established. For convenience, some of these other methods are also described in this document. The reference methods for normal weight aggregates are: - a wire basket method for aggregate particles retained on the 31,5 mm sieve (Clause 7, except for railway ballast which uses Annex B); - a pyknometer method for aggregate particles passing the 31,5 mm sieve and retained on the 4 mm sieve (Clause 8); - a pyknometer method for aggregate particles passing the 4 mm sieve and retained on the 0,063 mm sieve (Clause 9). In Clauses 7, 8 and 9, three different particle densities (oven-dried particle density, saturated and surface-dried particle density and apparent particle density) and water absorption are determined after a soaking period of 24 h. In Annex B, the oven-dried particle density is determined after soaking in water to constant mass. For aggregate particles passing the 31,5 mm sieve and retained on the 4 mm sieve, the wire basket method in Clause 7 can be used as an alternative to the pyknometer method in Clause 8. NOTE 1 The wire basket method can also be used for single aggregate particles retained on the 63 mm sieve. NOTE 2 The pyknometer method described in Clause 8 can be used as an alternative for aggregates passing the 4 mm sieve and retained on the 2 mm sieve. The reference methods for lightweight aggregates are: - a pyknometer method for aggregate particles passing the 31,5 mm sieve and retained on the 4 mm sieve (Annex C). Three different particle densities (oven-dried; saturated and surface-dried; apparent) and water absorption are determined after pre-drying and a soaking period of 24 h; - a method, using a Büchner funnel, for aggregate particles passing the 4 mm sieve (Annex D). The three particle densities and water absorption are determined using a vacuum in the range of 50 mbar to 100 mbar for at least five minutes. Three other methods for normal weight aggregates can be used to determine the pre-dried particle density, as specified in normative Annexes A and H: - a wire basket method for aggregate particles passing the 63 mm sieve and retained on the 31,5 mm sieve (A.3); - a pyknometer method for aggregate particles passing the 31,5 mm sieve and retained on the 0,063 mm sieve (A.4); - a pyknometer method for aggregate particles passing the 31,5 mm sieve, including the 0/0,063 mm size fraction (Annex H). NOTE 3 If water absorption is less than about 1,5 %, the apparent particle density can be assessed using the pre-dried particle density method as defined in Annex A. The quick method in normative Annex E can be used in factory production control to determine the apparent particle density of lightweight aggregates. The method in informative Annex F can be used to determine the particle density and water absorption of aggregate particles passing the 4 mm sieve. Data on the density of water at various temperatures is specified in normative Annex G. Guidance on the significance and use of the various density and water absorption parameters is given in informative Annex I. Precision data are presented in informative Annex J.

Tests for mechanical and physical properties of aggregates - Part 6: Determination of particle density and water absorption

GSO EN 1097-3:2024 骨料机械和物理性能试验 第3部分：松散体积密度和空隙率的测定

This European Standard specifies the test procedure for the determination of the loose bulk density of dry aggregate and the calculation of the voids. The test is applicable to natural and artificial aggregates up to a maximum size of 63 mm. A method for the determination of the apparent (bulk) density of filler in kerosene is given in annex A.

Tests for mechanical and physical properties of aggregates - Part 3: Determination of loose bulk density and voids

GSO EN 933-4:2024 骨料几何特性试验 第4部分:颗粒形状的测定 形状指数

This standard describes the reference method used for type testing in cases of dispute, for the determination of the shape index of coarse aggregates. For other purposes, in particular factory production control, other methods may be used provided an appropriate working relationship with the reference method has been established. The test method specified in this European Standard is applicable to particle size fractions di/Di where Di ≤ 63 mm and di ≥ 4 mm.

Tests for geometrical properties of aggregates - Part 4: Determination of particle shape - Shape index