Q15 墙体材料 标准查询与下载

ASTM C530-99(2005) 结构用不承重粘土隔墙砖标准规范

1.1 This specification covers unglazed, structural clay, nonloadbearing screen tile.1.2 The property requirements of this standard apply at the time of purchase. The use of results from testing of tile extracted from masonry structures for determining conformance or nonconformance to the property requirements (Section 5) of this standard is beyond the scope of this standard.1.3 Tile covered by this standard are manufactured from clay, shale, or similar naturally occurring 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 firing and fired bond in Terminology C 43).1.4 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.

Standard Specification for Structural Clay Nonloadbearing Screen Tile

BS EN 772-3:1998 砖石结构体的试验方法.流体静态称重法对陶土砖石结构体的孔隙百分率和净体积的测定

This European Standard specifies a method of determining the net volume of and percentage of voids in clay masonry units (including frogs and cells).

Methods of test for masonry units - Determination of net volume and percentage of voids of clay masonry units by hydrostatic weighing

BS EN 772-7:1998 砖石结构体的试验方法.用水煮沸法对陶土砖石防潮层吸水性的测定

This European Standard specifies a method for determining the water absorption of damp proof course clay masonry units by boiling the specimens in water for a fixed period.

Methods of test for masonry units - Determination of water absorption of clay masonry damp proof course units by boiling in water

BS EN 772-4:1998 砖石结构体的试验方法.天然石头砖砌结构体的实际密度和体积密度及总孔隙度和开放孔隙度的测定

This European Standard specifies a method of determining the real density and the bulk density and the open and total porosity of natural stone masonry units.

Methods of test for masonry units - Determination of real and bulk density and of total and open porosity for natural stone masonry units

BS EN 772-2:1998 砌块试验方法.砌块的孔隙百分率的测定(用纸印凹痕法)

This European Standard specifies a method of determining the percentage area of voids in aggregate concrete masonry units.

Methods of test for masonry units - Determination of percentage area of voids in masonry units (by paper indentation)

NF P31-302:1998 不连续铺装的粘土屋顶砖.产品定义和规范.(欧洲标准EN 1304)

Clay roofing tiles for discontinuous laying - Products definitions and specifications.

NF P68-202/A1:1998 DTU 25.231.NF P68-202-93的补充件1

Supplement 1 to DTU 25.231.NF P68-202-93

YB/T 141-1998 高炉用微孔碳砖

Microporous carbon brick for blast furnace

NF P38-301-1:1998 透光塑料单层屋顶.第1部分:一般要求和试验方法

Light transmitting profiled plastic sheeting for single skin roofing. Part 1 : general requirements and test methods.

ASTM C1353-98 用组合磨损器测定人行道用方石的耐磨性的标准试验方法

1.1 This test method covers the establishment of an index of abrasion resistance by determination of loss of weight resulting from abrasion of dimension stone as described in Terminology C 119 and is modeled after Test Method C 501. 1.2 The values stated in metric units are to be regarded as the standard. 1.3 This test method makes use of a Taber abraser machine to determine the weight loss of dimension stone under controlled conditions. 1.4 This test method is useful in indicating the differences in abrasion resistance between the various dimension stones. This test method provides one element in comparing stones of the same type. 1.5 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 Method Using the Taber Abraser for Abrasion Resistance of Dimension Stone Subjected to Foot Traffic

ASTM C831-98(2003) 含焦化硬沥青砖及异型砖的残余碳、表观残余碳及表观出碳量的标准试验方法

These test methods are designed for use with carbon-containing products. The residual carbon content of a coked carbon containing brick or shape is an indication of how much carbon may be available, in service, to resist slag attack on, or oxidation loss of, that body. Apparent carbon yield gives an estimate of the relative efficiency of the total carbonaceous matter to be retained as residual carbon. Residual carbon has a direct bearing on several properties of a pitch or resin containing refractory such as ignited porosity, density, strength, and thermal conductivity. These test methods are suitable for product development, manufacturing control and specification acceptance. These test methods are very sensitive to specimen size, coking rates, etc., therefore, strict compliance with these test methods is critical. Appreciable amounts of reducible components, such as Fe2O3, will have a noticeable effect on the results. Thus, values obtained by these test methods will be different when brick removed from service is tested. This must be kept in mind when attempting to use these test methods in an absolute sense. Oxidizable components such as metals and carbides can have a noticeable effect on the results. This must be kept in mind when using the second procedure, which is based on measuring weight loss after igniting the coked specimens. Testing of brick or shapes that contain magnesium metal presents special problems since this metal is highly volatile and substantial amounts of the magnesium can be lost from the sample during the coking procedure. This must be kept in mind when interpreting the results of testing of brick that contain magnesium. In addition, magnesium can react readily with atmospheric humidity. This must be kept in mind when storing brick that contain magnesium.1.1 These test methods cover the determination of residual carbon content in carbon-bearing brick and shapes after a prescribed coking treatment. They provide two procedures. The first procedure is based on the combustion of carbon and its measurement as carbon dioxide. However, when using the first procedure for articles that contain silicon carbide or other carbides, no distinction will be made between carbon present in the form of a carbide and carbon present as elemental carbon. The second procedure provides a method for calculating apparent residual carbon (on the basis of weight loss after igniting the coked specimens), apparent carbonaceous material content, and apparent carbon yield. If the second procedure is used for brick or shapes that contain metallic additives or carbides, it must be recognized that there will be a weight gain associated with the oxidation of the metals, or carbides, or both. Such a weight gain can change the results substantially and this must be kept in mind when interpreting the data.1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.1.3 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 Residual Carbon, Apparent Residual Carbon, and Apparent Carbon Yield in Coked Carbon-Containing Brick and Shapes

ASTM E1091-98 防护板用非金属蜂窝芯子规范

1.1 This specification is for nonmetallic honeycomb core for use in military shelter adhesively bonded sandwich panels. The materials are intended for adhesive bonding to aluminum facings using materials and processes defined by Practices E864 and E874 and Specifications E865, E866, and E990. This specification covers five main types of honeycomb for use in sandwich panels, Types I, II, III, IV, and V. Types I, II, and III honeycombs correspond to three honeycomb densities. Types IV and V are similar to Types II and III, respectively, but have lower performance requirements. 1.2 The values stated in inch-pound units are to be regarded as the standard. The SI units in parentheses are provided for information only. For conversion of quantities in various systems of measurement to SI units, refer to Practice E380. 1.3 The following precautionary caveat pertains only to the test methods portion, Section 7, 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 Nonmetallic Honeycomb Core for Use in Shelter Panels

ASTM C831-98 含焦化硬沥青砖及异型砖的残余碳、表观残余碳及表观出碳量的标准试验方法

1.1 These test methods cover the determination of residual carbon content in carbon-bearing brick and shapes after a prescribed coking treatment. They provide two procedures. The first procedure is based on the combustion of carbon and its measurement as carbon dioxide. However, when using the first procedure for articles that contain silicon carbide or other carbides, no distinction will be made between carbon present in the form of a carbide and carbon present as elemental carbon. The second procedure provides a method for calculating apparent residual carbon (on the basis of weight loss after igniting the coked specimens), apparent carbonaceous material content, and apparent carbon yield. If the second procedure is used for brick or shapes that contain metallic additives or carbides, it must be recognized that there will be a weight gain associated with the oxidation of the metals, or carbides, or both. Such a weight gain can change the results substantially and this must be kept in mind when interpreting the data. 1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only. 1.3 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 Residual Carbon, Apparent Residual Carbon, and Apparent Carbon Yield in Coked Carbon-Containing Brick and Shapes

ASTM C27-98 耐火土及高矾土耐火砖的标准分类

1.1 This classification covers machine-made fireclay and high-alumina refractory brick, and its purpose is to set forth the various classes and types of these materials in accordance with their normal and characteristic properties, which are important in their use.

Standard Classification of Fireclay and High-Alumina Refractory Brick

ASTM C1400-98 降低新砌筑墙风化势能的标准指南

1.1 This guide covers methods for reducing efflorescence potential in new masonry walls. 1.2 The values stated in inch-pound units are to be regarded as the standard. The SI units given in parentheses are for information only. 1.3 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 Guide for Reduction of Efflorescence Potential in New Masonry Walls

ASTM C1353-98e1 用组合磨损器测定人行道用方石的耐磨性的标准试验方法

1.1 This test method covers the establishment of an index of abrasion resistance by determination of loss of weight resulting from abrasion of dimension stone as described in Terminology C 119 and is modeled after Test Method C 501. 1.2 The values stated in metric units are to be regarded as the standard. 1.3 This test method makes use of a Taber abraser machine to determine the weight loss of dimension stone under controlled conditions. 1.4 This test method is useful in indicating the differences in abrasion resistance between the various dimension stones. This test method provides one element in comparing stones of the same type. 1.5 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 Method Using the Taber Abraser for Abrasion Resistance of Dimension Stone Subjected to Foot Traffic

ASTM C27-98(2002) 耐火土及高矾土耐火砖的标准分类

Alumina-silica refractory brick is produced from various combinations of alumina and silica-containing materials. These bricks can vary in chemical composition from almost 100 % alumina and little silica to almost 100 % silica and little alumina. It is therefore useful to establish a classification scheme based on physical properties and chemical analysis. One group, fireclay brick, is classified based on physical properties since some overlap of alumina and silica content can occur. A second group, high-alumina brick, is classified primarily based on alumina content. The classification allows those familiar with refractory materials to group similar products from various suppliers in a standard and consistent manner. 1.1 This classification covers machine-made fireclay and high-alumina refractory brick, and its purpose is to set forth the various classes and types of these materials in accordance with their normal and characteristic properties, which are important in their use.

Standard Classification of Fireclay and High-Alumina Refractory Brick

ASTM C831-98(2008) 焦化含碳砖和型材中残余碳,表观残余碳和表观残余碳量的标准试验方法

These test methods are designed for use with carbon-containing products. The residual carbon content of a coked carbon containing brick or shape is an indication of how much carbon may be available, in service, to resist slag attack on, or oxidation loss of, that body. Apparent carbon yield gives an estimate of the relative efficiency of the total carbonaceous matter to be retained as residual carbon. Residual carbon has a direct bearing on several properties of a pitch or resin containing refractory such as ignited porosity, density, strength, and thermal conductivity. These test methods are suitable for product development, manufacturing control and specification acceptance. These test methods are very sensitive to specimen size, coking rates, etc., therefore, strict compliance with these test methods is critical. Appreciable amounts of reducible components, such as Fe2O3, will have a noticeable effect on the results. Thus, values obtained by these test methods will be different when brick removed from service is tested. This must be kept in mind when attempting to use these test methods in an absolute sense. Oxidizable components such as metals and carbides can have a noticeable effect on the results. This must be kept in mind when using the second procedure, which is based on measuring weight loss after igniting the coked specimens. Testing of brick or shapes that contain magnesium metal presents special problems since this metal is highly volatile and substantial amounts of the magnesium can be lost from the sample during the coking procedure. This must be kept in mind when interpreting the results of testing of brick that contain magnesium. In addition, magnesium can react readily with atmospheric humidity. This must be kept in mind when storing brick that contain magnesium.1.1 These test methods cover the determination of residual carbon content in carbon-bearing brick and shapes after a prescribed coking treatment. They provide two procedures. The first procedure is based on the combustion of carbon and its measurement as carbon dioxide. However, when using the first procedure for articles that contain silicon carbide or other carbides, no distinction will be made between carbon present in the form of a carbide and carbon present as elemental carbon. The second procedure provides a method for calculating apparent residual carbon (on the basis of weight loss after igniting the coked specimens), apparent carbonaceous material content, and apparent carbon yield. If the second procedure is used for brick or shapes that contain metallic additives or carbides, it must be recognized that there will be a weight gain associated with the oxidation of the metals, or carbides, or both. Such a weight gain can change the results substantially and this must be kept in mind when interpreting the data. 1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only. 1.3 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 Residual Carbon, Apparent Residual Carbon, and Apparent Carbon Yield in Coked Carbon-Containing Brick and Shapes

ASTM C223-98(2008) 石棉水泥板壁的标准规范

1.1 This specification covers asbestos-cement siding, including accessories, designed to provide the weather-exposed sidewall surfaces of buildings. Siding in the following forms is covered: 1.1.1 Siding Shingles8212;Uniform thickness, generally rectangular in shape and having wavy, random, thatched, straight, or irregular butts. 1.1.2 Clapboards8212;Uniform thickness, generally longer and narrower in shape than siding shingles, and usually with the exposed edge straight. 1.1.3 Sheets8212;Uniform thickness, rectangular in shape, larger in unit sizes than shingles or clapboards. Note 18212;For additional information, see Specification C 725 for Semidense Mineral Fiber Siding. 1.2 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only. 1.3 Warning8212;Breathing of asbestos dust is hazardous. Asbestos and asbestos products present demonstrated health risks for users and for those with whom they come into contact. In addition to other precautions, when working with asbestos-cement products, minimize the dust that results. For information on the safe use of chrysotile asbestos, refer to “Safe Use of Chrysotile: A Manual on Preventive and Control Measures.”

Standard Specification for Asbestos-Cement Siding

JIS A 6711:1997 复合金属板壁

Composite sidings with metal