Q15 墙体材料 标准查询与下载

JIS A 5409 AMD 1:2008 预制钢筋混凝土围墙构件(修改件1)

Precast reinforced components for concrete fences (Amendment 1)

NF P12-021-1/CN:2008 砖石制品规范.第1部分:陶砖瓦建筑制品.NF EN 771-1-2004及其修改件A1-2005国家附录

Specifications for masonry units - Part 1 : clay masonry units - National addition to NF EN 771-1:2004 and its amendment A1:2005.

ASTM F1861-08 弹性墙基的标准规范

1.1 This specification covers resilient wall base. These products are manufactured from rubber or thermoplastic materials, or a combination thereof. Wall base is used to provide a functional, as well as decorative border, between walls and floors. This specification does not include rigid products. 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 The following safety caveat pertains to the test methods portion, Section 12, of this specification: This standard does not purport to address all 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 Resilient Wall Base

JC/T 422-2007 非烧结垃圾尾矿砖

本标准规定了非烧结垃圾尾矿砖的分类、技术要求、试验方法、检验规则、标志、包装、运输、贮存、装卸及其它要求等。 本标准适用于以淤泥、建筑垃圾、焚烧垃圾等为主要原料，掺入少量水泥、石膏、石灰、外加剂、胶结剂等胶凝材料，经粉碎、搅拌、压制成型、蒸压、蒸养或自然养护而成的一种实心非烧结垃圾尾矿砖。 非烧结垃圾尾矿砖可作为一般房屋建筑墙体的材料。

Non-fired rubbish gangue brick

JC/T 429-2007 砖瓦工业隧道窑-干燥室体系热效率、单位热耗、单位煤耗计算方法

本标准规定了砖瓦工业隧道窑一干燥室体系热效率、单位热耗、单位煤耗的计算方法和计算结果的表达方式。 本标准适用于由隧道窑和干燥室两个热工设备组成，同时两者互相配合完成干燥和烧成作业，即由窑向干燥室提供热源，干燥室向窑提供干坯的砖瓦生产热平衡体系。

The methods for the calculation of the efndeney, unit heat consumption and unit coal consumption of dryer annular tunnel kiln system

JC/T 428-2007 砖瓦工业隧道窑热平衡、热效率 测定与计算方法

本标准规定了砖瓦工业隧道窑热平衡测定与计算的条件、基准、符号、技术要求、测定方法、计算方法以及计算结果的表达方式。 本标准适用于使用固体燃料的砖瓦工业隧道窑。使用其他燃料的砖瓦工业隧道窑可参照执行。

The methods for the measurement and calculation of heat balance, heat efnciencyof tunnel kiln

JC/T 411-2007 水泥木屑板

本标准规定了水泥木屑板的术语、定义、规格、产品标记、要求、试验方法、检验规则、标志、产品质量合格证及使用说明书、包装、贮存、运输等。 本标准适用于以普通硅酸盐水泥或矿渣硅酸盐水泥为胶凝材料，木屑为主要填料，木丝或木刨花为加筋材料，加入水和外加剂，平压成型、保压养护、调湿处理等，制成的建筑板材。

Cement-bonded particle-board reinforced with fibrous wood particles

JC/T 525-2007 炉渣砖

本标准规定了炉渣砖的术语和定义、分类、技术要求、试验方法、检验规则、标志、包装、运输和贮存等。 本标准适用于以炉渣为主要原料，掺入适量（水泥、电石渣）石灰、经混合、压制成型、蒸养或蒸压养护而成的实心炉渣砖。炉渣砖主要用于一般建筑物的墙体和基础部位。

Cinder brick

JC/T 1053-2007 烧结砖瓦产品中废渣掺加量测定方法

本标准规定了烧结砖瓦产品中废渣掺加量的测定方法。 本标准适用于烧结砖瓦产品中废渣掺加的粉煤灰、煤矸石、石煤、煤泥、磷渣、烧煤锅炉的炉底渣及其它工业废渣返回量（干基质量比）的测定。

Test methods of waste dregs mixing amount in fired bricks and tiles

BS 5385-3:2007 墙面砖和地面砖.正常环境中内和外瓷砖和锦砖的设计和铺设.实施规程

This part of BS 5385 gives recommendations for the design, installation and maintenance of floor tiling using ceramic tiles and mosaics bedded on concrete, cement:sand screeds, timber, asphalt and existing hard floor finishes in normal conditions. For special conditions see BS 5385-4. The following flooring materials are not included: natural stone (granite, slate, marble, etc.) tiles and slabs of terrazzo, and composition blocks (see BS 5385-5). Individual floor tiles with a maximum facial surface area greater than 0.72 m2 and with length to width ratio exceeding 2:1, might require special bedding procedures in accordance with advice from tile or adhesive manufacturers. Tile fittings for use as skirting, step treads and channels are given in Annex A. NOTE Where the floor tiling installation needs to meet specific functional or environmental requirements, or to assist in counteracting potentially detrimental effects on the installation and/or the structure, see BS 5385-4. The special conditions described in BS 5385-4, for example, swimming pools, shower areas, etc., are given in Annex B. Recommendations for the design and laying of levelling screeds are given in Annex C. Reference is made to tiles bedded directly to a concrete base, but for the design and construction of concrete bases see BS 8204-1. Annex D contains a recommended method for assessing levels and surface regularity and Annex E is an informative annex providing guidance on the reduction of slip hazards.

Wall and floor tiling – Part 3: Design and installation of internal and external ceramic and mosaic floor tiling in normal conditions – Code of practice

ACI ITG-5.1-2007 基于验证试验和注释的专用非粘接后张预制结构墙用评估标准

This document applies to structures in regions of high seismic risk or to structures assigned to high seismic performance or design categories. It defines the minimum experimental evidence that can be deemed to satisfy the use of unbonded post-tensioned precast structural walls (shear walls) for bearing wall and building frame special reinforced concrete shear wall systems, as defined in ASCE/SEI 7-05, when those walls do not fully satisfy the intent of the prescriptive requirements of Chapter 21 of ACI 318-05. This document includes mandatory Acceptance Criteria and nonmandatory Commentary, and has been written in such a form that its requirements can be coordinated directly with the requirements for special precast structural walls in 21.8 of ACI 318-05. Among the subjects covered are requirements for the procedures that shall be used to design unbonded post-tensioned precast test modules and their configurations, as well as requirements for testing, reporting, and assessing satisfactory performance of the test modules. The references of the Commentary provide documentary evidence, additional to the references of Chapter 21 of ACI 318R-05, that support the acceptance criteria. Consistent with the approach of ACI 318, no comparison is made, either in the body of the Acceptance Criteria or Commentary, of research results for precast test modules satisfying ACI 318 with those for modules that, although not satisfying ACI 318, do satisfy the Acceptance Criteria. Such comparisons, both experimental and analytical, are available in the Commentary references. In this document, consistent with the format of ACI 318-05, the word “Section” is not included before a reference to a section of ACI 318-05. To more clearly designate a section in this document, however, the word “Section” is used before any reference to a section of this document. The section numbering for the Commentary is the same as that for the Standard, with numbers preceded by an “R” and the text in italics to distinguish them from the corresponding section numbers of the Standard.

Acceptance Criteria for Special Unbonded Post-Tensioned Precast Structural Walls Based on Validation Testing and Commentary

ASTM C216-07 面砖(由粘土或页岩制造的实心砌块)的标准规范

1.1 This specification covers brick intended for use in masonry and supplying structural or facing components, or both, to the structure.1.2 The property requirements of this specification apply at the time of purchase. The use of results from testing of brick extracted from masonry structures for determining conformance or nonconformance to the property requirements (Section ) of this specification is beyond the scope of this specification.1.3 The brick are prismatic units available in a variety of sizes, textures, colors, and shapes. This specification is not intended to provide specifications for paving brick (see Specification C 902).1.4 Brick are manufactured from clay, shale, or similar naturally occurring earthy substances and subjected to a heat treatment at elevated temperatures (firing). The heat treatment must develop a fired bond between the particulate constituents to provide the strength and durability requirements of this specification (see firing, fired bond, and incipient fusion in Terminology C 43).1.5 Brick are shaped during manufacture by molding, pressing, or extrusion, and the shaping method is a way to describe the brick. 1.6 Three types of brick in each of two grades are covered.1.7 The text of this specification 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.1.8 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.

Standard Specification for Facing Brick (Solid Masonry Units Made from Clay or Shale)

ASTM D7254-07 聚丙烯墙板的标准规范

1.1 This specification establishes requirements and test methods for materials, impact strength, appearance, surface flame spread, and windload resistance of siding products manufactured from polypropylene material. Methods of indicating compliance with this specification are also provided.1.2 The use of polypropylene recycled plastic in this product shall be in accordance with the requirements in Section .1.3 Siding produced to this specification shall be installed in accordance with manufacturers installation instructions for the specific product to be installed.Note 1Information with regard to siding maintenance shall be obtained from the manufacturer.1.4 The values stated in inch-pound units are to be regarded as the standard. The SI units given in parentheses are for information purposes only.1.5 The following precautionary caveat pertains to the test method portion only, Section 6 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.Note 2There is no known ISO equivalent to this standard.

Standard Specification for Polypropylene (PP) Siding

ASTM C1088-07 由粘土或页岩制造的薄面砖块用标准实施规程

1.1 This specification covers thin veneer brick units made from clay, shale, fire clay, sand, or mixtures thereof, and fired to incipient fusion for use in adhered or fastened veneer applications. Three types of thin veneer brick units in each of two grades are covered. In this specification, the term thin veneer brick shall be understood to mean clay masonry unit with a maximum thickness of 13/4 in. (44.45 mm). Note 1Brick intended for paving should be specified under Specification C 902.1.2 The property requirements of this specification apply at the time of purchase. The use of results from testing of brick extracted from masonry structures for determining conformance or nonconformance to the property requirements (Section ) of this specification is beyond the scope of this specification.1.3 Brick covered by this specification 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 the specification. (See "firing" and "fired bond" in Terminology C 43.)1.4 The values stated in inch-pound units are to be regarded as standard. The metric equivalents may be approximate.1.5 The text of this specification 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 Thin Veneer Brick Units Made From Clay or Shale

ASTM C1006-07(2013) 砌块拉裂强度的标准试验方法

3.1 Masonry units alone and within assemblages commonly fail in a tensile mode when loaded in compression to failure. These tensile stresses result from differences in modulus of elasticity and Poisson's ratio between the masonry unit and mortar. Additionally, the dissimilarity in behavior of the grout within cores of masonry units under load leads to tensile stresses in the units and results in a splitting failure. 3.2 This test method produces a line load along the bed surface of the masonry unit. The compressive load applied to the unit, imposed by means of bearing rods, results in a tensile stress distributed over the height of the unit for the split length of the unit. This test method can be conducted with the rod oriented either in the longitudinal direction or in the transverse direction of the bed face. The splitting tensile strength is calculated by the equation given in 7.1. 3.3 The test value provides an indicator of masonry-unit splitting tensile strength. Additionally, the presence of defects such as visible voids or impurities in masonry units may be revealed. 1.1 This test method covers the determination of the splitting tensile strength of masonry units. 1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 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 Method for Splitting Tensile Strength of Masonry Units

ASTM C216-07a 饰面砖(粘土或页岩制实心砌块)的标准规范

1.1 This specification covers brick intended for use in masonry and supplying structural or facing components, or both, to the structure.1.2 The property requirements of this specification apply at the time of purchase. The use of results from testing of brick extracted from masonry structures for determining conformance or nonconformance to the property requirements (Section ) of this specification is beyond the scope of this specification.1.3 The brick are prismatic units available in a variety of sizes, textures, colors, and shapes. This specification is not intended to provide specifications for paving brick (see Specification C 902).1.4 Brick are manufactured from clay, shale, or similar naturally occurring earthy substances and subjected to a heat treatment at elevated temperatures (firing). The heat treatment must develop a fired bond between the particulate constituents to provide the strength and durability requirements of this specification (see firing, fired bond, and incipient fusion in Terminology C 43).1.5 Brick are shaped during manufacture by molding, pressing, or extrusion, and the shaping method is a way to describe the brick. 1.6 Three types of brick in each of two grades are covered.1.7 The text of this specification 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.1.8 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.

Standard Specification for Facing Brick (Solid Masonry Units Made from Clay or Shale)

ASTM C1262-07 成品混凝土砌块和相关混凝土砌块的冻融耐久性评估用标准试验方法

The procedure described in this test method is intended to determine the effects of freezing and thawing on concrete units in the presence of water or saline solution. The procedure is not intended to provide a quantitative measure to determine an expected length of service for a specific type of concrete unit. Note 28212;The testing laboratory performing this test method should be evaluated in accordance with Practice C 1093. Note 38212;Compressive strength and absorption tests should be performed on different but representative specimens. While compressive strength and absorption values by themselves have been shown by research to not be reliable indicators of durability, they have been shown to be good reference values for units manufactured from a given set of materials.1.1 This test method covers the resistance to freezing and thawing manufactured concrete masonry and related concrete units. Units are tested in a test solution that is either water or 3 % saline solution depending on the intended use of the units in actual service. Note 1 - Concrete masonry and related concrete units include units such as hollow and solid concrete masonry units, concrete brick, segmental retaining wall units, concrete pavers, and concrete roof pavers.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 for Evaluating the Freeze-Thaw Durability of Manufactured Concrete Masonry Units and Related Concrete Units

ASTM C1006-07 砌块的拉裂强度的标准试验方法

Masonry units alone and within assemblages commonly fail in a tensile mode when loaded in compression to failure. These tensile stresses result from differences in modulus of elasticity and Poissonrsquo;ratio between the masonry unit and mortar. Additionally, the dissimilarity in behavior of the grout within cores of masonry units under load leads to tensile stresses in the units and results in a splitting failure. This test method produces a line load along the bed surface of the masonry unit. The compressive load applied to the unit, imposed by means of bearing rods, results in a tensile stress distributed over the height of the unit for the split length of the unit. This test method can be conducted with the rod oriented either in the longitudinal direction or in the transverse direction of the bed face. The splitting tensile strength is calculated by the equation given in 7.1. The test value provides an indicator of masonry-unit splitting tensile strength. Additionally, the presence of defects such as visible voids or impurities in masonry units may be revealed.1.1 This test method covers the determination of the splitting tensile strength of masonry units.1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.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 for Splitting Tensile Strength of Masonry Units

ASTM C652-07 空心砖的标准规范(用粘土或页岩制造的空心砌块)

1.1 This specification covers hollow building brick and hollow facing brick made from clay, shale, fire clay, or mixtures thereof, and fired to incipient fusion. Four types of hollow brick in each of two grades and two classes are covered. In this specification the term hollow brick shall be understood to mean hollow clay masonry units whose net cross-sectional area (solid area) in any plane parallel to the surface, containing the cores, cells, or deep frogs, is less than 75 % of its gross cross-sectional area measured in the same plane (see ). This specification does not cover brick intended for use as paving brick (see Specification C 902).1.2 The property requirements of this standard apply at the time of purchase. The use of results from testing of brick extracted from masonry structures for determining conformance or nonconformance to the property requirements (Section ) of this standard is beyond the scope of this standard.1.3 Brick covered by this specification are manufactured from clay, shale, or similar naturally occurring substances and subjected to a heat treatment at elevated temperatures (firing). The heat treatment shall develop sufficient fired bond between the particulate constituents to provide the strength and durability requirements of this specification. (See "firing" and "firing bond" in Terminology C 43.)1.4 Hollow brick differ from unglazed structural clay tile (Specifications C 34 and C 212) and solid brick (Specifications C 62 and C 216). Hollow brick require greater shell and web thicknesses and higher minimum compressive strength than structural clay tile, but permit greater void area and lesser distance from exposed edge to core hole than solid brick. Therefore, environmental and structural performance may be different in elements constructed of hollow brick from those constructed of structural clay tile or solid brick.1.5 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.1.6 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.

Standard Specification for Hollow Brick (Hollow Masonry Units Made From Clay or Shale)

ASTM C1088-07a 由粘土或页岩制造的薄面砖块用标准实施规程

1.1 This specification covers thin veneer brick units made from clay, shale, fire clay, sand, or mixtures thereof, and fired to incipient fusion for use in adhered or fastened veneer applications. Three types of thin veneer brick units in each of two grades are covered. In this specification, the term thin veneer brick shall be understood to mean clay masonry unit with a maximum thickness of 13/4 in. (44.45 mm). Note 1 - Brick intended for paving should be specified under Specification C 902.1.2 The property requirements of this specification apply at the time of purchase. The use of results from testing of brick extracted from masonry structures for determining conformance or nonconformance to the property requirements (Section ) of this specification is beyond the scope of this specification.1.3 Brick covered by this specification 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 the specification. (See "firing" and "fired bond" in Terminology C 43.)1.4 The values stated in inch-pound units are to be regarded as standard. The metric equivalents may be approximate.1.5 The text of this specification 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 Thin Veneer Brick Units Made From Clay or Shale