Q15 墙体材料 标准查询与下载

ASTM C1587-05e1 抗压强度试验用现场可拆卸人造砌块和组件的制备的标准实施规程

1.1 The purpose of this practice is to standardize the preparation of manufactured masonry units and assemblies extracted from the field for compressive strength testing in a laboratory environment.1.2 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 to determine the applicability of regulatory limitations prior to use.

Standard Practice for Preparation of Field Removed Manufactured Masonry Units and Assemblies for Compressive Strength Testing

ASTM C56-05 结构用粘土非承重砖标准规范

1.1 This specification covers structural clay nonloadbearing tile (partition, fireproofing, and furring). One grade of tile is covered, designated Grade NB.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 non-conformance to the property requirements (Section ) 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 Fireproofing tile intended for use in load-bearing masonry shall conform to Specification C 34.1.5 If tile having a particular color (Note 0), texture, or finish are desired, these features shall be specified separately by the purchaser.Note 0Color of tile varies with the type of clay used and degree of burning; hence, it cannot be taken as indicative of classification until after it has been related to absorption by actual tests.1.6 The text of this specification references notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of this specification.

Standard Specification for Structural Clay Nonloadbearing Tile

BS EN 14437:2004 屋顶粘土或混凝土瓦片的抗隆起性测定.屋顶系统试验方法

This document specifies a test method to establish the uplift resistance of installed clay or concrete tiles for roofing, complying with the relevant product standard, EN 490 or EN 1304, which are unfixed or mechanically fixed to the substructure. NOTE The test method has been developed for clay or concrete tiles for roofing but may apply to other discontinuously laid small elements, such as: slates; fibre cement slates; and, stones. The test method is applicable to mechanical fixings such as clips, hooks, screws and nails. In case of mechanically fixed tiles, at least every third tile shall be fixed. The method is not applicable for fixed tiles with fixing patterns with less than every third tile fixed. The test method is not applicable to under and over tiles. Examples of these tiles are given in Annex H.

Determination of the uplift resistance of clay or concrete tiles for roofing - Roof system test method

NF P30-311:2004 屋顶.紧固件.耐安装特性的测定.波纹纤维水泥

Roofing - Fasteners -Determination of the characteristic resistance of the assembly - Corrugated fibre cement.

NF P30-314:2004 屋顶和墙面覆盖层.耐安装特性的测定.钢制或铝制板材用的板材组件从下层结构中抽出的负载测定的试验方法

Roofing and wall cladding - Determination of the characteristic resistance of the assembly - Test method to determine the pull-out load of the plates assembly from the subconstruction for plates made from steel or aluminium.

NF P30-310:2004 屋顶和墙面覆盖层.耐安装特性的测定.固定在拱顶或屋谷下层结构之外的紧固件的拉出力测定的试验方法

Roofing and wall cladding - Determination of the characteristic resistance of the assembly - Test method to determine pull-out load of fasteners in crown or valley fixing out of their subconstruction.

JGJ/T 14-2004 混凝土小型空心砌块建筑技术规程

Technical specification for small-sized hollow concrete masonry building

NF P28-109:2004 幕墙.产品标准

Curtain walling - Product standard.

ASHRAE NA-04-9-4-2004 通过复合墙体与矩形灰体辐射腔传热:个数解见技术文件4696

Heat Transfer through a Composite Wall with a Rectangular Graybody Radiating Cavity: A Numerical Solution See Technical Paper 4696

Heat Transfer through a Composite Wall with a Rectangular Graybody Radiating Cavity: A Numerical Solution See Technical Paper 4696

ASTM C32-04 污水管及检查井用砖(粘土或页岩砖)标准规范

1.1 This specification covers brick intended for use in (1) drainage structures for the conveyance of sewage, industrial wastes, and storm water, and (2) related structures such as manholes and catch basins.1.1.1 Sewer BrickGrade SS8212;Brick intended for use in structures requiring low absorption and resistance to the action of sewage carrying large quantities of abrasive material at velocities exceeding 8 ft (2.4 m)/s.1.1.1.2 Grade SM8212;Brick intended for use in structures requiring resistance to the action of sewage carrying abrasive materials at velocities less than 8 ft (2.4 m)/s.1.1.2 Manhole Brick:1.1.2.1 Grade MS8212;Brick intended for use in manholes and catch basins not requiring high degrees of abrasive resistance but where a high and uniform degree of resistance to frost action and disintegration is needed when the brick may be frozen when permeated with water.1.1.2.2. Grade MM8212;Brick intended for use in manholes not requiring high degrees of abrasive resistance but where a moderate and nonuniform degree of resistance to frost action and disintegration is needed when the brick may be permeated with water.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 non-conformance to the property requirements (Section ) of this standard is beyond the scope of this standard.1.3 Brick 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 values stated in inch-pound units are to be regarded as the standard. The metric equivalents of inch-pound units given in parentheses may be approximate.

Standard Specification for Sewer and Manhole Brick (Made From Clay or Shale)

ASTM C896-04(2009) 粘土制品相关标准术语

Standard Terminology Relating to Clay Products

ASTM C56-04 建筑用粘土非承重砖标准规范

1.1 This specification covers structural clay non-load-bearing tile (partition, fireproofing, and furring). One grade of tile is covered, designated Grade NB.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 non-conformance to the property requirements (Section 3) 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 Fireproofing tile intended for use in load-bearing masonry shall conform to Specification C 34.1.5 If tile having a particular color (Note 1), texture, or finish are desired, these features shall be specified separately by the purchaser.Note 18212;Color of tile varies with the type of clay used and degree of burning; hence, it cannot be taken as indicative of classification until after it has been related to absorption by actual tests.1.6 The text of this specification references notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of this specification.

Standard Specification for Structural Clay Non-Load-Bearing Tile

ASTM C744-04 预制混凝土及硅酸钙砌块的标准规范

1.1 This specification covers prefaced concrete masonry units with the exposed-to-view-in-place surfaces covered at the point of manufacture with resin, resin and inert filler, or cement and inert filler to produce a smooth resinous tile facing. 1.2 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 Prefaced Concrete and Calcium Silicate Masonry Units

ASTM C1587-04 抗压强度检测用现场可移去的人造砌块和组件的制备的标准实施规程

1.1 The purpose of this Practice is to standardize the preparation of brick, structural clay tile, concrete masonry units (including related units) and assemblies of these materials extracted from the field for compressive strength testing in a laboratory environment.1.2 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 to determine the applicability of regulatory limitations prior to use.

Standard Practice for Preparation of Field Removed Manufactured Masonry Units and Assemblies for Compressive Strength Testing

ASTM C652-04a 空心砖(用粘土或页岩制空心砌块)标准规范

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 C652-04 空心砖(用粘土或页岩制空心砌块)标准规范

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 C1012-04 暴露在硫酸盐溶液中的水凝水泥砂浆长度变化的标准试验方法

This test method provides a means of assessing the sulfate resistance of mortars made using portland cement, blends of portland cement with pozzolans or slags, and blended hydraulic cements. Method C 452 is suitable for evaluating portland cements but not blended cements or blends of portland cement with pozzolans or slags. The standard exposure solution used in this test method, unless otherwise directed, contains 352 moles of Na2SO4 per m3 (50 g/L). Other sulfate concentrations or other sulfates such as MgSO4 may be used to simulate the environmental exposure of interest. Further discussion of these and other technical issues is given in the Appendix.1.1 This test method covers the determination of length change of mortar bars immersed in a sulfate solution. Mortar bars made using mortar described in Test Method C 109/C 109M are cured until they attain a compressive strength of 20.0 177; 1.0 MPa (3000 150 psi), as measured using cubes made of the same mortar, before the bars are immersed.1.2 The values stated in SI units are to be regarded as the standard. The values shown in parentheses are for information purposes 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.Note 18212;Warning: Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure.

Standard Test Method for Length Change of Hydraulic-Cement Mortars Exposed to a Sulfate Solution

ASTM C1372-04e1 部分挡土墙砌块的标准规范

1.1 This specification covers segmental retaining wall units of concrete, machine-made from portland cement, water, and suitable mineral aggregates with or without the inclusion of other materials. The units are intended for use in the construction of mortarless segmental retaining walls.Note 18212;When particular features are desired, such as weight classification, higher compressive strength, surface texture, finish, color, or other special features, such properties should be specified separately by the purchaser. Local suppliers should be consulted as to availability of units having the desired features.1.2 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.1.3 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 Dry-Cast Segmental Retaining Wall Units

ASTM C1372-04 部分挡土墙砌块的标准规范

1.1 This specification covers segmental retaining wall units of concrete, machine-made from portland cement, water, and suitable mineral aggregates with or without the inclusion of other materials. The units are intended for use in the construction of mortarless segmental retaining walls.Note 18212;When particular features are desired, such as weight classification, higher compressive strength, surface texture, finish, color, or other special features, such properties should be specified separately by the purchaser. Local suppliers should be consulted as to availability of units having the desired features.1.2 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.1.3 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 Dry-Cast Segmental Retaining Wall Units

ASTM C62-04 砌砖(用粘土或页岩制实心砌块)标准规范

1.1 This specification covers brick intended for both structural and nonstructural masonry where external appearance is not a requirement. The brick are prismatic units available in a variety of sizes, shapes, textures, and colors. The specification does not cover brick intended for use as facing units or where surface appearance is a requirement, (see Specification C 216). 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 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 sufficient 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.)1.4 Brick are shaped during manufacture by molding, pressing, or extrusion, and the shaping method is a way to describe the brick (see Terminology C 43).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 Building Brick (Solid Masonry Units Made From Clay or Shale)