格拉辛纸检测

发布时间：2024-06-21 作者：中析研究所浏览：

GB/T 3947-1996声学名词术语

本标准给出了声学和有关声学的常用的和基础的名词和术语。本标准给出的声学术语共有914条，分成十三章（第2-14章）。当一术语具有两个或两个以上不同性质的定义时，则用a，b，c分行并列叙述。附录A为汉英声学名词，按汉语拼音字母次序排列，此附录同时作为声学术语的汉文索引。附录B为英汉声学名词，按英文字母次序排列，也作为声学术语的英文索引。本标准声学术语中所列的名词（汉文或英文），当有两个或两个以上的同义词时，对于未加区别的名词，表示这些名词的地位是同等的，均可使用。对圆括号（）里的名词，一般表示过去曾用过的名词，现在仍可使用，但本标准不作推荐。方括号[]里的字表示可以省略。定义中圆括号（）里的字一般是注释。名词中的花括号{}表示主要根据所列学科的规定。斜体表示拼音。

GB/T 29282-2012格拉辛纸

本标准规定了格拉辛纸的分类、要求、试验方法、检验规则、标志、包装、贮存、运输。本标准适用于经超级压光，可直接涂硅油，且具有一定透明度、用于不干胶标签底纸的格拉辛纸。

GB/T 29596-2013压敏胶粘制品分类

本标准规定了压敏胶粘制品按照功能、基材、产品特性和实际功用以及压敏胶粘制品用离型材料、抗静电材料的分类方法。本标准适用于压敏胶粘制品的分类及有关部门国内外技术业务的交流。

LY/T 1576-2000花卉名称

本标准规定了栽培与野生、本本与草本、熊本与竹类、观花与观叶、观果与观技等共4708种花卉的名称，包括中文名称、拉了学名、中文别名。本标准适用于花卉的科研、教学、生产、商贸和国内外交流等。

YZ/T 0148-2015快递电子运单

本标准规定了国内快递电子运单(以下简称电子运单)的类别、组成及规格，区域划分及信息要求，技术要求，环保要求，试验方法，运输和储存等。本标准适用于国内热敏纸电子运单的生产和使用。

JB/T 9111-2014不干胶标签印刷机

本标准规定了不干胶标签印刷机的术语和定义、型式与基本参数、要求、试验方法、检验规则、标志、包装、运输与贮存。本标准适用于对各种卷筒不干胶材料进行印刷的、以感光树脂版或PS版为版材的卷筒料不干胶标签印刷机。本标准还适用于联线烫印、覆膜、模切、上光等功能单元的卷筒料不干胶标签印刷机(以下简称标签印刷机)。

JB/T 13208-2017印刷机械卷筒料激光模切机

本标准规定了卷筒料激光模切机的术语和定义、型式、基本参数、型号、名称、要求、检验方法、检验规则及标志、包装、运输和贮存。本标准适用于以卷筒料为原材料，在计算机控制下用激光光束对原材料进行全切、半切、点切、连续编号、微穿孔等加工，还可完成一维码和二维码加工的激光模切机(以下简称激光模切机)。

JB/T 13211-2017印刷机械窄幅卷筒料圆压圆模切机

本标准规定了窄幅卷筒料圆压圆模切机的术语和定义、型式、基本参数、型号、名称、要求、检验方法、检验规则及标志、包装、运输和贮存。本标准适用于以圆压圆的方式模切幅宽不大于600 mm卷筒材料的模切机(以下简称模切机)。

CNS 13349-1994纸及纸板耐油度试验法（棕榈油渗透法）

本标准规定纸及纸板耐油度之测定，如防油纸(Grease-proof)、充羊皮纸(Vegetable parchment)、格拉辛纸(Glassine)及食品包装纸板(Food board)，包括己经压线折迭之纸板。

EN 1997-2-2007欧洲法规7.土工设计.第2部分:土地勘测和测试［代替:CEN ENV 1997-3］

Eurocode 7(1) EN 1997 is intended to be used in conjunction with EN 1990:2002, which establishes the principles and requirements for safety and serviceability, describes the basis of design and verification and gives guidelines for related aspects of structural reliability. (2) EN 1997 is intended to be applied to the geotechnical aspects of the design of buildings and civil engineering works. It is subdivided into various separate parts (see ). (3) EN 1997 is concerned with the requirements for strength, stability, serviceability and durability of structures. Other requirements, e. g. concerning thermal or sound insulation, are not considered. (4) Numerical values of actions on buildings and civil engineering works to be taken into account in design are provided in EN 1991 for the various types of construction. Actions imposed by the ground, such as earth pressures, shall be calculated according to the rules of EN 1997. (5) Separate European Standards are intended to be used to treat matters of execution and workmanship. They are denoted in the relevant sections. (6) In EN 1997 execution is covered to the extent that is necessary to conform to the assumptions of the design rules. (7) EN 1997 does not cover the special requirements of seismic design. EN 1998 provides additional rules for geotechnical seismic design, which complete or adapt the rules of this standard. EN 1997-2 (1) EN 1997-2 is intended to be used in conjunction with EN 1997-1 and provides rules supplementary to EN 1997-1 related to: planning and reporting of ground investigations; general requirements for a number of commonly used laboratory and field tests; interpretation and evaluation of test results; derivation of values of geotechnical parameters and coefficients. In addition, examples of the application of field test results to design are given. NOTE Establishment of characteristic values is covered in EN 1997-1. (2) This document gives no specific provisions for environmental ground investigations. (3) Only commonly used geotechnical laboratory and field tests are covered in this standard. These were selected on the basis of their importance in geotechnical practice, availability in commercial geotechnical laboratories and existence of an accepted testing procedure in Europe. The laboratory tests on soils are mainly applicable to saturated soils. NOTE It is expected that updates of the present standard will gradually include laboratory and field tests covering additional aspects of soil and rock behaviour. (4) The provisions of this standard apply primarily to projects of geotechnical category 2, as defined in 2.1 of EN 1997-1:2004. The ground investigation requirements for category 1 projects are normally limited as the verifications often will be based on local experience. For geotechnical category 3 projects, the amount of investigations required will normally be at least the same as indicated for geotechnical category 2 projects in the following sections. Additional investigations and more advanced tests, related to the circumstances that place a project in geotechnical category 3, may be necessary. (5) The derivation of parameter values is dedicated primarily to the design of pile and spread foundations based on field testing, as detailed in Annexes D, E, F and G of EN 1997-1:2004.