Q15 墙体材料 标准查询与下载

KS F 2262-2002 装饰用水泥.灰泥涂抹方法

이 규격은 건축물의 미장 공사에 사용하는 미장용 시멘트 모르타르(이하 모르타르라 한다.)의

Testing method of cement－mortar plastering

DIN V 105-6:2002 粘土砖.第6部分:高精度砖

The document applies to flat bricks used for structural and non-structural masonry. Flat bricks with particular dimensional accuracy with special regard to the brick height. Their density does not exceed 1,6 kg/dm3.#,,#

Clay masonry units - Part 6: High precision units

DB50/T 5020-2002 混凝土小型空心砌块砌体工程施工及验收评定规程

为了合理地应用混凝土小型空心砌块、轻集料混凝土小型空心砌块，促进墙体改革和有效地利用工业废料，提高建筑的经济效益和社会效益，确保工程质量，制定本规程。本规程适用于以砌块为墙体材料的一般工业与民用建筑。

Specification for Construction and Acceptance and Assess of Masonry with Small-scale Hollow Concrete Block

ASTM C896-02 有关粘土制品的标准术语

Standard Terminology Relating to Clay Products

ASTM C1405-02 釉面砖标准规范(一次烧成的实心砖)

1.1 This specification covers brick, having a ceramic glaze finish fused to the body during the same process as the unit body firing, that are intended for use in masonry and supplying structural or facing components, or both, to the structure. This specification does not cover double-fired glazed brick. Some double-fired decorative glazes have physical properties which vary from those of single-fired glazes due to the lower temperatures used in applying the decorative coating.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 of this specification is beyond the scope of this specification. 1.3 Glazed brick are prismatic units available in a variety of sizes, textures, colors, and shapes. Glazed 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 shall develop a fired bond between the particulate constituents to provide the strength and durability requirements of this specification (see firing, fired bond, glaze, and incipient fusion in Terminology C43).1.4 Glazed brick are shaped during manufacture by molding, pressing, or extrusion, and the shaping method is a way to describe the brick. 1.5 Glazed brick are classified into one of two grades, one of two types, and one of two classes.1.6 Opacity of the glaze is not required unless specified by the purchaser.1.7 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 this 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.1.9 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 Glazed Brick (Single Fired, Solid Brick Units)

ASTM A951-02 砌体接缝配筋的标准规范

1.1 This specification covers masonry joint reinforcement fabricated from cold drawn steel wire. Joint reinforcement consists of longitudinal wires welded to cross wires.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.

Standard Specification for Masonry Joint Reinforcement

KS F 2269-2001 房顶构件耐火测试方法

이 규격은 건물 외부 연소에 의한 지붕재의 화재 특성 측정 방법을 규정한다. 가연성 또는

Methods for fire tests of roof coverings

JC 239-2001 粉煤灰砖

Fly ash brick

ASTM C901-01 预制砌块标准规范

1.1 This specification covers the structural design and quality control of fabrication for load-bearing and non-load-bearing prefabricated masonry panels. Methods of prefabrication, field erection, and jointing are not covered in this specification.

Standard Specification for Prefabricated Masonry Panels

ASTM C652-01a 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 3.3). This specification does not cover brick intended for use as paving brick (see Specification C902).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 5) 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 C43.)1.4 Hollow brick differ from unglazed structural clay tile (Specifications C34 and C212) and solid brick (Specifications C62 and C216). 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 C652-01 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 3.3). This specification does not cover brick intended for use as paving brick (see Specification C902).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 5) 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 C43.)1.4 Hollow brick differ from unglazed structural clay tile (Specifications C34 and C212) and solid brick (Specifications C62 and C216). 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 C1505-01(2007) 三点负荷法测定陶瓷砖断裂强度的标准试验方法

This test method is intended for determining the breaking strength of ceramic tiles for compliance with requirements that may appear in specifications.1.1 This test method covers the determination of breaking strength of ceramic tiles by three-point loading.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 determine the applicability of regulatory limitations prior to use.

Standard Test Method for Determination of Breaking Strength of Ceramic Tiles by Three-Point Loading

ASTM C1372-01 局部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 Segmental Retaining Wall Units

ASTM C1372-01a 局部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 Segmental Retaining Wall Units

ASTM C1400-01(2007) 降低新砖砌墙壁泛霜情况的标准指南

This guide provides information that, if implemented, will reduce efflorescence potential in new masonry walls. However, its implementation will not always completely prevent efflorescence. This guide may be augmented by related information contained in the appendixes of Specification C 270, the additional material listed at the end of this specification, and other publications.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 C1505-01 三点负荷法测定陶瓷砖断裂强度的标准试验方法

1.1 This test method covers the determination of breaking strength of ceramic tiles by three-point loading.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 determine the applicability of regulatory limitations prior to use.

Standard Test Method for Determination of Breaking Strength of Ceramic Tiles by Three-Point Loading

ASTM C62-01 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 C216). This specification does not cover brick intended for use as paving brick (see Specification C902).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 3) 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 C43.)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 C43).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)

JIS R 1250:2000 普通砖

この規格は，普通れんが(以下，れんがという。)()について規定する。注() 普通れんがとは，主として粘土を原料として焼成した製品で,築炉，土木，建築，造園用などに使用されるものをいう。

Common bricks

BS EN 1052-4:2000 圬工的试验方法.包括防潮层的剪切强度的测定

Masonry specimens including damp proof course are tested in double shear under three point loading with precompression perpendicular to bedjoints.

Methods of test for masonry - Determination of shear strength including damp proof course

BS EN 772-16:2000 圬工单位的试验方法.尺寸的测定

This European Standard specifies a method of determining the overall dimensions, thickness of shells and webs and depth of voids of masonry units.

Methods of test for masonry units - Determination of dimensions