Q20 筑路材料 标准查询与下载
共找到 422 条与 筑路材料 相关的标准，共 29 页
This European Standard specifies the relevant characteristics of geotextiles and geotextile-related products used in the construction of railways, and the appropriate test methods to determine these characteristics. The intended use of these geotextiles or geotextile-related products is to fulfil one or more of the following functions: filtration, separation and reinforcement. The separation function will always occur in conjunction with filtration or reinforcement, and hence will not be specified alone. This European Standard applies in superstructure-ballast or substructure-blanket layer, within a sub-grade. This European Standard is not applicable to geosynthetic barriers, as defined in EN ISO 10318-1. This European Standard provides for the assessment and verification of constancy of performance of the product to this European Standard and for factory production control procedures. Particular application cases may contain requirements regarding additional properties and - preferably standardized - test methods, if they are technically relevant. This European Standard may be used to derive design values by taking into account factors within the context of the definitions given in EN 1997-1 (Eurocode 7), e. g. factors of safety. The design life of the product should be determined, since its function may be temporary, as a construction expediency, or permanent, for the lifetime of the structure.
Geotextiles and geotextile-related products - Characteristics required for use in the construction of railways
- ICS
- 59.080.70
- CCS
- Q20
- 发布
- 2016-10
- 实施
This European Standard specifies the relevant characteristics of geotextiles and geotextile-related products used in the construction of canals, and the appropriate test methods to determine these characteristics. The intended use of these geotextiles or geotextile-related products is to fulfil one or more of the following functions: filtration, separation, reinforcement and protection. The separation function will always occur in conjunction with filtration or reinforcement, and hence will not be specified alone. This European Standard is not applicable to geosynthetic barriers, as defined in EN ISO 10318-1. This European Standard provides for the assessment and verification of constancy of performance of the product to this European Standard and for factory production control procedures. Particular application cases may contain requirements regarding additional properties and - preferably standardized - test methods, if they are technically relevant. This European Standard may be used to derive design values by taking into account factors within the context of the definitions given in EN 1997-1 (Eurocode 7), e. g. factors of safety. The design life of the product should be determined, since its function may be temporary, as a construction expediency, or permanent, for the lifetime of the structure.
Geotextiles and geotextile-related products - Characteristics required for use in the construction of canals
- ICS
- 59.080.70
- CCS
- Q20
- 发布
- 2016-10
- 实施
This European Standard specifies the relevant characteristics of geotextiles and geotextile-related products used in the construction of reservoirs and dams, and the appropriate test methods to determine these characteristics. The intended use of these geotextiles or geotextile-related products is to fulfil one or more of the following functions: filtration, separation, reinforcement and protection. The separation function will always occur in conjunction with filtration or reinforcement, and hence will not be specified alone. This European Standard is not applicable to geosynthetic barriers, as defined in EN ISO 10318-1. This European Standard provides for the assessment and verification of constancy of performance of the product to this European Standard and for factory production control procedures. Particular application cases may contain requirements regarding additional properties and - preferably standardized - test methods, if they are technically relevant. This European Standard may be used to derive design values by taking into account factors within the context of the definitions given in EN 1997-1 (Eurocode 7), e. g. factors of safety. The design life of the product should be determined, since its function may be temporary, as a construction expediency, or permanent, for the lifetime of the structure.
Geotextiles and geotextile-related products - Characteristics required for the use in the construction of reservoirs and dams
- ICS
- 59.080.70
- CCS
- Q20
- 发布
- 2016-10
- 实施
Anti-rutting agent for asphalt concrete
- ICS
- 93.080.20
- CCS
- Q20
- 发布
- 2016-09-28
- 实施
- 2016-12-10
Inorganic Flame Retardant Filler for Tunnel Asphalt Pavement
- ICS
- 93.080.20
- CCS
- Q20
- 发布
- 2016-09-28
- 实施
- 2016-12-10
This standard specifies a method for determining the body voltage generated when a person wearing standardized footwear walks on a resilient or laminate floor covering. The test method can be used under laboratory conditions as well as in situ.
Resilient and laminate floor coverings - Assessment of static electrical propensity
- ICS
- 97.150
- CCS
- Q20
- 发布
- 2016-09
- 实施
Hydraulically bound mixtures - Specifications - Part 15 : hydraulically stabilized soils
- ICS
- 93.080.20
- CCS
- Q20
- 发布
- 2016-04-09
- 实施
- 2016-04-09
This European Standard specifies a method of test to determine the dimensional changes and warp of the elements of wood flooring and wood panelling and cladding.
Wood flooring and wood panelling and cladding - Determination of dimensional stability
- ICS
- 79.080
- CCS
- Q20
- 发布
- 2016-04
- 实施
1.1 This specification covers brick intended for use as a paving material in areas with a high volume of heavy vehicular traffic. The units are designed for use in such places as streets, commercial driveways, and aircraft taxiways. These units are not intended for applications covered by Specifications C410 or C902. 1.2 Units are manufactured from clay, shale, or similar naturally occurring earthy substances and subjected to a heat treatment at elevated temperatures (firing). The heat treatment must develop sufficient fired bond between the particulate constituents to provide the strength and durability requirements of this specification (see Terminology C1232). 1.3 Brick may be shaped during manufacture by extruding, molding, or pressing. Brick may have spacing lugs, chamfered edges, or both. 1.4 Use of this standard and the requirements herein to evaluate and corroborate the performance of a paving unit made from other materials, or made with other forming methods, or other means of binding the materials is not covered by the scope of this standard. 1.5 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.
Standard Specification for Heavy Vehicular Paving Brick
- ICS
- 93.080.20
- CCS
- Q20
- 发布
- 2016
- 实施
1.1 This specification covers brick intended for use as a paving material in areas with a high volume of heavy vehicular traffic. The units are designed for use in such places as streets, commercial driveways, and aircraft taxiways. These units are not intended for applications covered by Specifications C410 or C902. 1.2 Units are manufactured from clay, shale, or similar naturally occurring earthy substances and subjected to a heat treatment at elevated temperatures (firing). The heat treatment must develop sufficient fired bond between the particulate constituents to provide the strength and durability requirements of this specification (see Terminology C1232). 1.3 Brick may be shaped during manufacture by extruding, molding, or pressing. Brick may have spacing lugs, chamfered edges, or both. 1.4 Use of this standard and the requirements herein to evaluate and corroborate the performance of a paving unit made from other materials, or made with other forming methods, or other means of binding the materials is not covered by the scope of this standard. 1.5 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.
Standard Specification for Heavy Vehicular Paving Brick
- ICS
- 93.080.20
- CCS
- Q20
- 发布
- 2016
- 实施
Clay pavers - Requirements and test methods; German version EN 1344:2013 + AC:2015
- ICS
- 93.080.20
- CCS
- Q20
- 发布
- 2015-10
- 实施
This International Standard aims to define the requirements and method used to determine the volatile matter content of solid biofuels. It is intended for persons and organisations that manufacture, plan, sell, erect or use machinery, equipment, tools, and entire plants related to solid biofuels, and to all persons and organisations involved in producing, purchasing, selling, and utilizing solid biofuels. The volatile matter content is determined as the loss in mass, less that due to moisture, when solid biofuel is subject to partial pyrolysis under standardized conditions.
Solid biofuels - Determination of the content of volatile matter
- ICS
- 27.190;75.160.10
- CCS
- Q20
- 发布
- 2015-10
- 实施
Buildings and Civil Engineering Works - Sealants - Classification and requirements for pedestrian walkway sealants
- ICS
- 91.100.50;93.080.20
- CCS
- Q20
- 发布
- 2015-08
- 实施
Bituminous mixtures. Test methods. Bitumen recovery: Fractionating column
- ICS
- 93.080.20
- CCS
- Q20
- 发布
- 2015-07-31
- 实施
- 2015-07-31
Hydraulic road binders - Part 2: Normal hardening hydraulic road binders - Composition, specifications and conformity criteria; German version EN 13282-2:2015
- ICS
- 93.080.20
- CCS
- Q20
- 发布
- 2015-07
- 实施
Hydraulic road binders - Part 3: Conformity evaluation; German version EN 13282-3:2015
- ICS
- 93.080.20
- CCS
- Q20
- 发布
- 2015-06
- 实施
Guidance on the use of BS EN 13108, Bituminous mixtures. Material specifications
- ICS
- 93.080.20
- CCS
- Q20
- 发布
- 2015-03-31
- 实施
- 2015-03-31
Technical conditions of pavement gravel for highway engineering pavement
- ICS
- 93.080.20
- CCS
- Q20
- 发布
- 2014-12-31
- 实施
- 2014-12-31
Unbound and hydraulically bound mixtures. Test method for the determination of frost susceptibility. Resistance to freezing and thawing of hydraulically bound mixtures
- ICS
- 93.080.20
- CCS
- Q20
- 发布
- 2014-11-30
- 实施
- 2014-11-30
La présente Norme européenne spécifie une méthode d'essai destinée à déterminer la résistance aux carburants d'un mélange bitumineux ou d'une chaussée bitumineuse. Le mode opératoire implique tout d'abord l'immersion dans un carburant d'une éprouvette préparée en laboratoire ou extraite de la chaussée, suivie d'une phase d'abrasion au moyen d'un dispositif d'essai de brossage. La perte de matériau de l'éprouvette permet de mesurer la résistance du mélange bitumineux à ce carburant.
Bituminous mixtures - Test methods for hot mix asphalt - Part 43 : resistance to fuel
- ICS
- 75.140;93.080.20
- CCS
- Q20
- 发布
- 2014-08-09
- 实施
- 2014-08-09
