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车速限制系统检测项目报价? 解决方案? 检测周期? 样品要求? |
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本标准规定了机动车的整车及主要总成、安全防护装置等有关运行安全的基本技术要求,以及消防车、救护车、工程救险车和警车及残疾人专用汽车的附加要求。本标准适用于在我国道路上行驶的所有机动车,但不适用于有轨电车及并非为在道路上行驶和使用而设计和制造、主要用于封闭道路和场所作业施工的轮式专用机械车。
本标准规定了道路运输爆炸品和剧毒化学品车辆的术语和定义、要求、标志和随车文件。本标准适用于在道路上运输爆炸品和剧毒化学品的汽车和挂车(以下简称车辆)。
本标准规定了专用校车术语和定义、类型划分、要求及试验方法。本标准适用于幼儿园阶段3周岁以上及九年制义务教育阶段受教育的群体所乘坐的专用校车。
本标准规定了车辆车速限制系统的术语和定义、一般要求、具备高车速限制系统和具备可调车速限制系统的车辆要求及试验方法。本标准适用于:——高车速限制装置、可调车速限制装置。——装备高车速限制装置或可调车速限制装置的M、N类车辆。——具有高车辆车速限制功能或可调车速限制功能的M、N类车辆。
本标准规定了运油车辆和加油车辆的术语和定义、安全要求、安全标志与标识。本标准适用于采用定型汽车底盘改装的,装运GB 12268界定的柴油或轻质燃料油(UN号1202)、车用汽油或汽油(UN号1203)、煤油(UN号1223)的运油车、加油车,以及运油半挂车、加油半挂车(以下简称油车)。本标准不适用于飞机加油车辆。
本标准规定了快速公共汽车的术语和定义、分类及配置要求。本标准适用于快速公共汽车的车辆选型和配置。
本标准规定了无轨电车整车、底盘、驱动电机与驱动控制器、高压电气设备、集电器系统、车载储能装置、车辆总线、车载服务设施、操纵件、指示器及信号装置的配置要求。本标准适用于城市客运无轨电车的设计、生产、运营和维护。
本标准规定了营运客车的整车及主要总成、安全防护装置的安全技术要求。本标准适用于M<下标2>类、M<下标3>类中的B级和Ⅲ级营运客车。本标准不适用于校车。
本标准规定了从事道路货物运输的厢式或集装箱式载货汽车、铰接列车和货车列车的外廓尺寸与大允许总质量、性能与配置要求。本标准适用于中华人民共和国与欧洲联盟、哈萨克斯坦共和国、巴基斯坦伊斯兰共和国、吉尔吉斯共和国、塔吉克斯坦共和国、俄罗斯联邦、老挝人民民主共和国、越南社会主义共和国、蒙古国间从事道路货物运输的厢式或集装箱式载货汽车、铰接列车和货车列车,与其他之间从事道路货物运输的车辆可参照使用。
本标准规定了爆炸物品运输车术语和定义、要求、试验方法、检验规则、标志、标识、使用说明书、随车文件、运输、储存等内容。本标准适用于采用定型汽车整车或定型汽车二类底盘改装的爆炸物品运输车(以下简称“车辆”)。
This Report provides information on many of the technology trends concerning radio access networks foreseen at the time of preparation of Recommendation ITU-R M.1645.
This European Standard contains provisions for the measurement of performance of products for the road restraint systems, under impact and impact severity levels, and includes: Test site data; Definitions for road restraint systems; Vehicle specification (including loading requirements) for vehicles used in the impact tests; Instrumentation for the vehicles; Calculation procedures and methods of recording crash impact data including impact severity levels; VCDI. The modifications included inThis standard are not a change of test criteria, in the sense of EN 1317-5:2007+A1:2008, ZA.3.
EN 1991-2 defines imposed loads (models and representative values) associatedwith road traffic, pedestrian actions and rail traffic which include, when relevant,dynamic effects and centrifugal, braking and acceleration actions and actions foraccidental design situations.(2) Imposed loads defined in EN 1991-2 are intended to be used forThe design of newbridges, including piers, abutments, upstand walls, wing walls and flank walls etc., andtheir foundations.(3)The load models and values given in EN 1991-2 should be used forThe design ofretaining walls adjacent to roads and railway lines.
This European Standard gives the definitions of the principal terms used for road vehicle restraint systems and pedestrian restraint systems in other Parts in this standard. It also specifies the general provisions for test methods.
EN 1991-2 defines imposed loads (models and representative values) associated with road traffic, pedestrian actions and rail traffic which include, when relevant, dynamic effects and centrifugal, braking and acceleration actions and actions for accidental design situations.Imposed loads defined in EN 1991-2 are intended to be used for the design of new bridges, including piers, abutments, upstand walls, wing walls and flank walls etc., and their foundations.The load models and values given in EN 1991-2 should be used for the design of retaining walls adjacent to roads and railway lines.
This European Standard contains provisions for the measurement of performance of products for the roadrestraint systems, under impact and impact severity levels, and includes: Test site data; Definitions for road restraint systems; Vehicle specification (including loading requirements) for vehicles used in the impact tests; Instrumentation for the vehicles; Calculation procedures and methods of recording crash impact data including impact severity levels; VCDI.The modifications included in this standard are not a change of test criteria, in the sense ofEN 1317-5-2007+A1-2008, ZA.3.
(1) EN 1991-2 defines imposed loads (models and representative values) associatedwith road traffic, pedestrian actions and rail traffic which include, when relevant,dynamic effects and centrifugal, braking and acceleration actions and actions foraccidental design situations.(2) Imposed loads defined in EN 1991-2 are intended to be used for the design of newbridges, including piers, abutments, upstand walls, wing walls and flank walls etc., andtheir foundations.(3) The load models and values given in EN 1991-2 should be used for the design ofretaining walls adjacent to roads and railway lines.(4) EN 1991-2 is intended to be used in conjunction with EN 1990 (especially A2) andEN 1991 to EN 1999.(5) Section 1 gives definitions and symbols.(6) Section 2 defines loading principles for road bridges, footbridges (or cycle-trackbridges) and railway bridges.(7) Section 3 is concerned with design situations and gives guidance on simultaneity oftraffic load models and on combinations with non-traffic actions.(8) Section 4 defines :– imposed loads (models and representative values) due to traffic actions on roadbridges and their conditions of mutual combination and of combination withpedestrian and cycle traffic (see section 5) ;– other actions specifically for the design of road bridges.(9) Section 5 defines :– imposed loads (models and representative values) on footways, cycle tracks andfootbridges ;– other actions specifically for the design of footbridges.(10) Sections 4 and 5 also define loads transmitted to the structure by vehicle restraintsystems and/or pedestrian parapets.(11) Section 6 defines :– imposed actions due to rail traffic on bridges ;– other actions specifically for the design of railway bridges and structures adjacent tothe railway.
To establish safety and environmental requirements for internal combustion engine-powered chain saws and replacement saw chains for use primarily in cutting wood.
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