Q33 建筑玻璃 标准查询与下载

BS EN 1096-3:2012 建筑物玻璃.涂层玻璃.C,D涂层的要求和试验方法

Glass in building. Coated glass. Requirements and test methods for class C and D coatings

DB32/ 2151-2012 平板玻璃单位产品能耗限额及计算方法

The quota & calculation method of energy consumption per unit of flat glass product

NF P78-407*NF EN 13541:2012 建筑玻璃.保险玻璃.防爆炸压力的试验和分类

Glass in building - Security glazing - Testing and classification of resistance against explosion pressure.

DIN EN 13541:2012 建筑物玻璃.保险玻璃.防爆压力试验和分类

Glass in building - Security glazing - Testing and classification of resistance against explosion pressure; German version EN 13541:2012

JG/T 384-2012 门窗幕墙用纳米涂膜隔热玻璃

本标准规定了门窗幕墙用纳米涂膜隔热玻璃的术语和定义、分类与标记、要求、试验方法、检验规则、标志、包装、运输和贮存。本标准适用于建筑用纳米涂膜隔热玻璃。

Thermal insulation glass with nano-coating for doors, windows and curtain walls

ISO 12543-6:2011/cor 1:2012 建筑物用玻璃.夹胶玻璃和夹胶安全玻璃.第6部分:外观.技术勘误表1

Glass in building - Laminated glass and laminated safety glass - Part 6: Appearance; Technical Corrigendum 1

DIN EN 1096-1:2012 建筑业玻璃.涂层玻璃.第1部分:定义和分率

Glass in building - Coated glass - Part 1: Definitions and classification; German version EN 1096-1:2012

DIN EN 1096-3:2012 建筑物玻璃.涂层玻璃.第3部分:C、D类涂层的要求和试验方法

Glass in building - Coated glass - Part 3: Requirements and test methods for class C and D coatings; German version EN 1096-3:2012

DIN EN 1096-2:2012 建筑物玻璃.涂层玻璃.第2部分:A、B、S级涂层要求和试验方法

Glass in building - Coated glass - Part 2: Requirements and test methods for class A, B and S coatings; German version EN 1096-2:2012

NF P78-312-1*NF EN 1096-1:2012 建筑玻璃.涂层玻璃.第1部分:定义和分类

Glass in building - Coated glass - Part 1 : definitions and classification.

NF P78-801-1*NF EN 13024-1:2012 建筑物用玻璃.热钢化硼硅酸盐安全玻璃.第1部分:定义和说明

Glass in building - Thermally toughened borosilicate safety glass - Part 1 : definition and description.

DIN EN 13024-1:2012 建筑用玻璃.热钢化硼硅酸盐安全玻璃.第1部分:定义和说明

Glass in building - Thermally toughened borosilicate safety glass - Part 1: Definition and description; German version EN 13024-1:2011

DIN EN 1863-1:2012 建筑物用玻璃.热增强钠钙玻璃.第1部分:定义和说明

Glass in building - Heat strengthened soda lime silicate glass - Part 1: Definition and description; German version 1863-1:2011

BS EN 13024-1:2011 建筑用玻璃.热钢化硼硅酸盐安全玻璃.定义和描述

Glass in building. Thermally toughened borosilicate safety glass. Definition and description

BS EN 1863-1:2011 建筑玻璃.热增强硅酸钠钙玻璃.定义和说明

Glass in building. Heat strengthened soda lime silicate glass. Definition and description

JG/T 354-2012 建筑门窗及幕墙用玻璃术语

本标准规定了建筑门窗及幕墙用玻璃品种、形状结构、外观质量、性能、工艺方法、配套材料的术语和定义。 本标准适用于建筑门窗及幕墙用玻璃。

Terminology of glass for window,door and curtain wall in buildings

ASTM C1048-12 热处理高温回火平板玻璃的标准规格

1.1 This specification covers the requirements for monolithic flat heat-strengthened and fully tempered coated and uncoated glass produced on a horizontal tempering system used in general building construction and other applications. 1.2 This specification does not address bent glass, or heat-strengthened or fully tempered glass manufactured on a vertical tempering system. 1.3 The dimensional values stated in SI units are to be regarded as the standard. The units given in parentheses are for information only. 1.4 The following safety hazards caveat pertains only to the test method portion, Section 10, of this specification: 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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Specification for Heat-Strengthened and Fully Tempered Flat Glass

ASTM C1648-12 选用一种方法测定玻璃折射和色散系数的标准指南

4. Significance and UseTop Bottom 4.1 Measurement???The refractive index at any wavelength of a piece of homogeneous glass is a function, primarily, of its composition, and secondarily, of its state of annealing. The index of a glass can be altered over a range of up to 1??10-48201;(that is, 1 in the fourth decimal place) by the changing of an annealing schedule. This is a critical consideration for optical glasses, that is, glasses intended for use in high performance optical instruments where the required value of an index can be as exact as 1??10-6. Compensation for minor variations of composition are made by controlled rates of annealing for such optical glasses; therefore, the ability to measure index to six decimal places can be a necessity; however, for most commercial and experimental glasses, standard annealing schedules appropriate to each are used to limit internal stress and less rigorous methods of test for refractive index are usually adequate. The refractive indices of glass ophthalmic lens pressings are held to 5??10-4 because the tools used for generating the figures of ophthalmic lenses are made to produce curvatures that are related to specific indices of refraction of the lens materials. 4.2 Dispersion???Dispersion-values aid optical designers in their selection of glasses (Note 1). Each relative partial dispersion-number is calculated for a particular set of three wavelengths, and several such numbers, representing different parts of the spectrum might be used when designing more complex optical systems. For most glasses, dispersion increases with increasing refractive index. For the purposes of this standard, it is sufficient to describe only two reciprocal relative partial dispersions that are commonly used for characterizing glasses. The longest established practice has been to cite the Abbe-number (or Abbe ??-value), calculated by: where vD is defined in 3.2 and nD, nF, and nC are the indices of refraction at the emission lines defined in 3.2. 4.2.1 Some modern usage specifies the use of the mercury e-line, and the cadmium C???and F??? lines. These three lines are obtained with a single spectral lamp. where ve is defined in 3.2 and ne,

Standard Guide for Choosing a Method for Determining the Index of Refraction and Dispersion of Glass

ASTM E1300-12ae1 测定建筑玻璃负载电阻的标准实施规程

1.1 This practice describes procedures to determine the load resistance (LR) of specified glass types, including combinations of glass types used in a sealed insulating glass (IG) unit, exposed to a uniform lateral load of short or long duration, for a specified probability of breakage. 1.2 This practice applies to vertical and sloped glazing in buildings for which the specified design loads consist of wind load, snow load and self-weight with a total combined magnitude less than or equal to 15 kPa (315 psf). This practice shall not apply to other applications including, but not limited to, balustrades, glass floor panels, aquariums, structural glass members, and glass shelves. 1.3 This practice applies only to monolithic and laminated glass constructions of rectangular shape with continuous lateral support along one, two, three, or four edges. This practice assumes that (

Standard Practice for Determining Load Resistance of Glass in Buildings

ASTM E2431-12 测定单玻璃退火建筑平板玻璃对热负荷抗性的标准实施规程

Use of this practice assumes: the glass edges shall be free from damage, the glass shall be properly glazed, the glass shall not have been subjected to abuse, and the glass edge support allows in-plane movement of the glass due to thermal expansion and contraction. This practice does not address all factors that cause thermally induced stresses in annealed glass. Factors that are not addressed include: transient thermal stresses, HVAC registers, thermally insulating window coverings, drop ceilings and other heat traps, increased solar irradiance caused by exterior reflections, variations in heat transfer coefficients other than those assumed for the steady state analysis described herein, and stresses induced by thermal sources other than the sun. Factors other than those listed above may also induce thermal stress. Many other factors shall be considered in glass selection. These factors include, but are not limited to, mechanically induced stresses, wind effects, windborne debris impacts, excessive deflections, seismic effects, heat flow, noise abatement, potential post-breakage consequences, and so forth. In addition, considerations set forth in building codes along with criteria presented in safety glazing standards and site specific concerns may control the ultimate glass type and thickness selection. The proper use of this practice is intended to reduce the risk of thermally induced breakage of annealed window glass in buildings.1.1 This practice covers a procedure to determine the resistance of annealed architectural flat glass to thermally induced stresses caused by exposure to sun and shadows for a specified probability of breakage (Pb). Proper use of this procedure is intended to reduce the possibility of thermal breakage of annealed glass in buildings. 1.2 This practice applies to vertical or sloped glazing in buildings. 1.3 This practice applies to monolithic and laminated glass of rectangular shape and assumes that all glass edges are simply supported. 1.4 This practice applies only to annealed flat soda-lime silica glass with clean cut, seamed, flat ground, or ground and polished edges that are free from damage. The glass may be clear or tinted as well as coated (not including coatings that reduce emissivity of the glass). 1.5 This practice does not apply to any form of wired, patterned, etched, sandblasted, drilled, notched, or grooved glass or glass with surface and edge treatments, other than those described in 1.4, that alter the glass strength. 1.6 This practice does not address uniform loads such as wind and snow loads, safety requirements, fire, or impact resistance. 1.7 The values stated in SI units are to be regarded as standard. The values given in parentheses are mathematical conversions to inch-pound units that are provided for information only and are not considered standard. For conversion of quantities in various systems of measurements to SI units refer to IEEE/ASTM SI-10. 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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Practice for Determining the Resistance of Single Glazed Annealed Architectural Flat Glass to Thermal Loadings