81.040.30 玻璃产品 标准查询与下载

JC/T 2131-2012 吸油烟机用钢化玻璃

本标准规定了吸油烟机用钢化玻璃的术语和定义、分类、材料、要求、试验方法、检验规则以及标志、包装、运输和贮存等。 本标准适用于家用吸油烟机用钢化玻璃，其中对吸油烟机用釉面钢化玻璃的要求仅适用于采用高温釉的吸油烟机用钢化玻璃。

Tempered glass used on range hoods

JC/T 230-2012 石英玻璃管耐内压力检验方法

本标准规定了石英玻璃管耐内压力检验方法的术语和定义、试验原理、试样要求、试验仪器、试验步骤、试验结果评定和检验报告。本标准适用于石英玻璃管的耐内压力检验。

Test methods for resistance of internal pressure of quartz

JC/T 2129-2012 电致液晶夹层调光玻璃

本标准规定了电致液晶夹层调光玻璃的术语和定义、材料、要求、试验方法、检验规则以及标志、包装、运输、贮存和安装。 本标准适用于采用塑胶型调光膜及干法夹层工艺生产的调光玻璃。

Laminated electron.switchable visibility.control glass functioned by liquid crystal material

JC/T 655-2012 石英玻璃制品内应力检验方法

本标准规定了石英玻璃制品内应力检验的试样、仪器、检验步骤、结果计算及检验报告。本标准适用于石英玻璃制品内应力的检验。

Test methods for body stress of quartz glass products

DB34/T 1761-2012 超宽幅饰品光学玻璃板材

本标准规定了超宽幅饰品光学玻璃板材的术语和定义、分类、要求、试验方法、检验规则、标识、包装、运输及贮存。 本标准适用于宽度在 200 mm 以上饰品光学玻璃毛坯板材（以下简称为玻璃）。

Ultra-wide decorative optical glass sheet

ASTM F2248-12 指定用等级3秒持续时间的标准实践用层压玻璃制造的防爆玻璃

1.1 This practice sets forth a method to specify an equivalent 3-second design loading suitable to use with Practice E1300 to select the thickness and type of blast resistant glazing fabricated with laminated glass to glaze a fenestration. Glass plies used to construct laminated glass are recommended to be either annealed or heat strengthened glass. 1.2 This practice applies to blast resistant glazing fabricated using laminated glass only, including single laminated glass and insulating glass fabricated with laminated glass. As a minimum, insulating glass shall use laminated glass for the inboard (protected side) lite. 1.3 This practice assumes that blast resistant glazing shall be adhered to its supporting frame using structural silicone sealant or adhesive glazing tape. The width of the structural silicone sealant bead shall be at least equal to the larger of 10-mm (3/8-in.) or the thickness designation of the glass to which it adheres but not larger than two times the thickness designation of the glass to which it adheres. The minimum thickness of the structural silicone bead shall be 5-mm (3/16-in.). The width of glazing tape shall be at least equal to two times but not more than four times the thickness designation of the glass ......

Standard Practice for Specifying an Equivalent 3-Second Duration Design Loading for Blast Resistant Glazing Fabricated with Laminated Glass

DB34/T 1686-2012 婴幼儿用玻璃奶瓶

本标准规定了婴幼儿用玻璃奶瓶的产品分类、要求、试验方法、检验规则、包装、标志、运输和贮存。 本标准适用于婴幼儿用玻璃奶瓶。

baby glass feeding bottle

DB32/ 2153-2012 日用玻璃单位产品能耗限额及计算方法

Energy consumption limit and calculation method per unit product of glass for daily use

ASTM C1048-12e1 加热和全钢化平板玻璃的标准规范

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 heatstrengthened 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 E1300-12a 测定建筑玻璃负载电阻的标准实施规程

This practice is used to determine the LR of specified glass types and constructions exposed to uniform lateral loads. Use of this practice assumes: The glass is free of edge damage and is properly glazed, The glass has not been subjected to abuse, The surface condition of the glass is typical of glass that has been in service for several years, and is weaker than freshly manufactured glass due to minor abrasions on exposed surfaces, The glass edge support system is sufficiently stiff to limit the lateral deflections of the supported glass edges to no more than 1/175 of their lengths. The specified design load shall be used for this calculation. The center of glass deflection will not result in loss of edge support. Note 18212;This practice does not address aesthetic issues caused by glass deflection. Many other factors shall be considered in glass type and thickness selection. These factors include but are not limited to: thermal stresses, spontaneous breakage of tempered glass, the effects of windborne debris, excessive deflections, behavior of glass fragments after breakage, seismic effects, heat flow, edge bite, 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. For situations not specifically addressed in this standard, the design professional shall use engineering analysis and judgment to determine the LR of glass in buildings.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 (1) the supported glass edges for two, three, and four-sided support conditions are simply supported and free to slip in plane; (2) glass supported on two sides acts as a simply supported beam; and (3) glass supported on one side acts as a cantilever. For insulating glass units, this practice only applies to insulating glass units with four-sided edge support. 1.4 This practice does not apply to any form of wired, patterned, etched, sandblasted, drilled, notched, or grooved glass with surface and edge treatments that alter the glass strength. 1.5 This practice addresses only the determination of the resistance of glass to uniform lateral loads. The final thickness and type of glass selected also depends upon a variety of other factors (see 5.3). 1.6 Charts in this practice provide a means to determine approximate maximum lateral glass deflection. Appendix X1 provides additional procedures to determine maximum lateral deflection for glass simply supported on four sides. 1.7 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for mathematical conversions to inch-pound units that are provide......

Standard Practice for Determining Load Resistance of Glass 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 E1300-12 测定建筑玻璃负载电阻的标准实施规程

This practice is used to determine the LR of specified glass types and constructions exposed to uniform lateral loads. Use of this practice assumes: The glass is free of edge damage and is properly glazed, The glass has not been subjected to abuse, The surface condition of the glass is typical of glass that has been in service for several years, and is weaker than freshly manufactured glass due to minor abrasions on exposed surfaces, The glass edge support system is sufficiently stiff to limit the lateral deflections of the supported glass edges to no more than 1/175 of their lengths. The specified design load shall be used for this calculation. The center of glass deflection will not result in loss of edge support. Note 18212;This practice does not address aesthetic issues caused by glass deflection. Many other factors shall be considered in glass type and thickness selection. These factors include but are not limited to: thermal stresses, spontaneous breakage of tempered glass, the effects of windborne debris, excessive deflections, behavior of glass fragments after breakage, seismic effects, heat flow, edge bite, 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. For situations not specifically addressed in this standard, the design professional shall use engineering analysis and judgment to determine the LR of glass in buildings.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 (1) the supported glass edges for two, three, and four-sided support conditions are simply supported and free to slip in plane; (2) glass supported on two sides acts as a simply supported beam; and (3) glass supported on one side acts as a cantilever. For insulating glass units, this practice only applies to insulating glass units with four-sided edge support. 1.4 This practice does not apply to any form of wired, patterned, etched, sandblasted, drilled, notched, or grooved glass with surface and edge treatments that alter the glass strength. 1.5 This practice addresses only the determination of the resistance of glass to uniform lateral loads. The final thickness and type of glass selected also depends upon a variety of other factors (see 5.3). 1.6 Charts in this practice provide a means to determine approximate maximum lateral glass deflection. Appendix X1 provides additional procedures to determine maximum lateral deflection for glass simply supported on four sides. Appendix X2 presents a procedure to compute approximate probability of breakage for annealed (AN) monolithic glass lites simply supported on four sides. 1.7 The values st......

Standard Practice for Determining Load Resistance of Glass in Buildings

ASTM C148-12 玻璃容器偏振检验的标准试验方法

These two test methods are provided for evaluating the quality of annealing. These test methods can be used in the quality control of glass containers or other products made of similar glass compositions, where the degree of annealing must be verified to ensure quality products. These test methods apply to glass containers manufactured from commercial soda-lime-silica glass compositions.1.1 These test methods describe the determination of relative optical retardation associated with the state of anneal of glass containers. Two alternative test methods are covered as follows: Sections Test Method AComparison with Reference Standards Using a Polariscope6 to 9 Test Method BDetermination with Polarimeter10 to 12 1.2 Test Method A is useful in determining retardations less than 150 nm, while Test Method B is useful in determining retardations less than 565 nm. Note 18212;The apparent temper number as determined by these test methods depends primarily on (1) the magnitude and distribution of the residual stress in the glass, (2) the thickness of the glass (optical path length at the point of grading), and ( 3) the composition of the glass. For all usual soda-lime silica bottle glass compositions, the effect of the composition is negligible. In an examination of the bottom of a container, the thickness of glass may be taken into account by use of the following formula, which defines a real temper number, TR, in terms of the apparent temper number, TA, and the bottom thickness, t: TR = TA (0.160/t) where t is in inches, or TR = TA (4.06/t) where t is in millimetres. This thickness should be measured at the location of the maximum apparent retardation. Interpretation of either real or apparent temper number requires practical experience with the particular ware being evaluated. 1.3 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only. 1.4 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 Test Methods for Polariscopic Examination of Glass Containers

ABNT NBR 7334-2011 安全玻璃 - 受到核查和尺寸公差时，叶片的测定 - 试验方法

This Standard prescribes the method fo r determining how to verify the dimensions of the pieces of safety glass.

Safety glass - Determination of the leaves when subjected to verification and their dimensional tolerances - Test method

JC/T 653-2011 石英玻璃器皿.烧杯

本标准规定了石英玻璃烧杯的分类、技术要求、检验方法、检验规则以及标志、包装、运输和贮存等。 本标准适用于实验室用透明石英玻璃烧杯。

Quartz glassware beaker

JC/T 597-2011 半导体用透明石英玻璃管

本标准规定了半导体用透明石英玻璃管的术语和定义、分类和标记、要求、试验方法、检验规则以及标志、包装、运输和贮存等。 本标准适用于半导体行业生产中使用的透明石英玻璃管（以下简称石英玻璃管）。冶金、化学工业用透明石英玻璃管也可参照本标准。

Transparent quartz glass tubes for semiconductor

JC/T 651-2011 石英玻璃器皿.坩埚

本标准规定了实验室用石英玻璃坩埚的产品分类、技术要求、检验方法、检验规则以及标志、包装、运输和贮存等。 本标准适用于实验室用的石英玻璃坩埚。

Quartz glassware crucible

JC/T 2066-2011 太阳能电池硅片用石英玻璃扩散管

本标准规定了太阳能电池硅片用石英玻璃扩散管（以下简称石英玻璃扩散管）的术语和定义、标记、材料、要求、试验方法、检验规则以及标志、包装、运输和贮存。 本标准适用于外径大于等于200mm，长度大于2000mm，用于太阳能电池硅片扩散工艺的透明石英玻璃管。

Quartz glass diffusion tubes for silicon for solar cell

JC/T 2065-2011 太阳能电池硅片用石英舟

本标准规定了太阳能电池硅片用石英舟（以下简称石英舟）的术语和定义、标记、材料、要求、试验方法、检验规则以及标志、包装、运输和贮存等。 本标准适用于太阳能电池硅片用石英舟。 其他用途用石英舟可参照本标准执行。

Quartz boats for silicon for solar cell

JC/T 2064-2011 半导体用透明石英玻璃棒

本标准规定了半导体用透明石英玻璃棒（以下简称石英玻璃棒）的术语和定义、分类和标记、要求、试验方法、检验规则以及标志、包装、运输和贮存等。本标准适用于半导体行业生产中使用的透明石英玻璃棒。 冶金、化学工业用透明石英玻璃棒也可参照本标准执行。

Transparent quartz glass rods for semiconductor