Q15 墙体材料 标准查询与下载



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1.1 This specification covers brick made from clay or shale or mixtures thereof and are suitable for surfacing industrial floors. Ceramic shapes known as quarry tile are not covered by this specification. Four types of industrial floor brick are covered (Note 1): 1.1.1 Type T8212;For use where a high degree of resistance to thermal and mechanical shock is required but low absorption is not required. 1.1.2 Type H8212;For use where resistance to chemicals and thermal shock are service factors but low absorption is not required. 1.1.3 Type M8212;For use where low absorption is required. Brick of this type are normally characterized by limited mechanical (impact) shock resistance but are often highly resistant to abrasion. 1.1.4 Type L8212;For use where minimal absorption and a high degree of chemical resistance are required. Brick of this type are normally characterized by very limited thermal and limited mechanical (impact) shock resistance but are highly resistant to abrasion. Note 18212;Discussion of Types of Floor BrickThe four types of brick included in this specification are designed to cover the diverse needs of many industries for floor units. Recognizing that the requirements of primary aluminum producers are quite different from those of chemical manufacturers, and similarly, that the need of a builder for brick with which to pave an airport terminal building may vary considerably from those of food processing plants, for example, a minimum of four brick types has been deemed necessary. The factors of modulus of rupture, water absorption, and chemical resistance have been selected as the basis for the classification system. 1.2 Terminology related to industrial floor brick is found in Terminology C1232. 1.3 Units8212;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.

Standard Specification for Industrial Floor Brick

ICS
91.100.15
CCS
Q15
发布
2010
实施

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 6) 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 C902). 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 Terminology C1232). 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 standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.

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

ICS
91.100.15
CCS
Q15
发布
2010
实施

1.1 This specification covers solid kiln fired brick made from clay, shale, or mixtures thereof suitable for use in masonry construction in contact with the chemicals present in flue gases found in industrial chimneys. These brick are normally used with chemical-resistant mortars. 1.2 The physical and chemical properties of chimney lining brick differ from supplier to supplier mainly because their composition is determined by the source of raw materials. Chimney lining brick, regardless of these differences, are considered to be of three types noted as follows: 1.2.1 Type I8212;For use where low absorption and high acid resistance are not major factors. 1.2.2 Type II8212;For use where lower absorption and higher acid resistance are required. 1.2.3 Type III8212;For use where lowest absorption and highest acid resistance are required. Note 18212;Types I, II, and III may not differ significantly in their resistance to thermal shock, and selection of brick type should be based upon their absorption and acid-resistant service requirements. 1.3 Terminology related to industrial floor brick is found in Terminology C1232. 1.4 Units8212;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. 1.5 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 Specification for Industrial Chimney Lining Brick

ICS
91.100.15
CCS
Q15
发布
2010
实施

This classification provides criteria by which wall covering of appropriate use characteristics can be chosen for particular residential and commercial decorating applications.1.1 This classification covers the classification of wall covering by use characteristics, that is, according to its serviceability in use, recognizing that certain wall covering is designed primarily for decorative effect, while other wall covering is also designed to achieve a high degree of serviceability. 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 is used to measure and describe the properties of materials, products, or assemblies to heat and flame under controlled conditions, but does not by itself incorporate all factors required for fire hazard or fire risk assessment of the materials, products, or assemblies under actual fire conditions. 1.4 This standard does not purport to address all of the safety problems, 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 Classification of Wall Covering by Use Characteristics

ICS
91.180 (Interior finishing)
CCS
Q15
发布
2010
实施

1.1 This specification covers brick intended for use as the lining in the fireboxes of residential fireplaces. 1.2 Firebox brick are manufactured from clay, fire 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 Terminology C1232). Note 18212;Firebox brick are typically installed using ground fire clay mortar or refractory mortar. Mortar joints are typically 1/8 in. (3.2 mm) thick, just thick enough to accommodate dimensional variations in the firebox brick. 1.3 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. 1.4 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.

Standard Specification for Firebox Brick for Residential Fireplaces

ICS
81.080
CCS
Q15
发布
2010
实施

1.1 This specification covers structural clay loading-bearing wall tile. Two grades of tile are covered, as follows: 1.1.1 Grade LBX8212;Suitable for general use in masonry construction and adapted for use in masonry exposed to weathering, provided they meet the durability requirements for Grade SW of Specification C216. 1.1.2 Grade LB8212;Suitable for general use in masonry where not exposed to frost action, or for use in exposed masonry where protected with a facing of 3 in. (76.2 mm) or more of stone, brick, terra cotta, or other masonry. 1.1.3 If tile having a particular color, 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 and strength by actual tests. 1.2 The property requirements of this specification 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 specification. 1.3 Tile 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 this specification. (See firing and fired bond in Terminology C1232.) 1.4 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. 1.5 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.

Standard Specification for Structural Clay Load-Bearing Wall Tile

ICS
81.080
CCS
Q15
发布
2010
实施

本标准规定了蒸压灰砂多孔砖的分类、原材料一般要求、技术要求、检验方法、检验规则、产品质量合格证、贮存和运输。 本标准适用于以砂、石灰为主要原材料,允许掺入颜料和外加剂,经坯料制备、压制成型、高压蒸汽养护而制成的多孔砖。 本标准规定的蒸压灰砂多孔砖可用于防潮层以上的建筑承重部位。不得用于受热200℃以上、受急冷急热和有酸性介质侵蚀的建筑部位。

Autoclaved sand-lime perforated brick

ICS
91.100.30
CCS
Q15
发布
2009-12-04
实施
2010-06-01

Standard grout for compressive strength test of wall bricks

ICS
91.100.10
CCS
Q15
发布
2009-12-04
实施
2010-06-01

This document provides guidance, and where appropriate defines procedures, for variations of products and element construction parameters related to the design of internal and external non-loadbearing walls made of clay units, calcium silicate units, aggregate concrete units, autoclaved aerated concrete units and gypsum blocks with different types of mortar that have been tested in accordance with EN 1364-1. Manufactured stone masonry units according to EN 771-5 are not covered.

Extended application of results from fire resistance tests - Nonloadbearing walls - Masonry and gypsum blocks

ICS
13.220.50
CCS
Q15
发布
2009-08-31
实施
2009-08-31

이 표준은 조립용 판1)의 성능 시험방법에 대하여 규정한다.

Methods of performance test for building construction panels

ICS
91.060.10
CCS
Q15
发布
2009-06-17
实施
2009-06-17

本标准规定了改性粉煤灰实心保温墙板的术语和定义、产品分类、技术要求、试验方法、检验规则、标志、运输及贮存。本标准适用于以粉煤灰、炉渣、碱式硅酸镁为主要原料,加无机改性剂,机制成型,经本体化学热反应改性固化后,可用于工业与民用建筑的墙体材料使用的改性粉煤灰实心保温墙板(以下简称保温墙板)。

Modified fly ash solid insulation wallboard

ICS
91.060.10
CCS
Q15
发布
2009/06/01
实施
2009/06/01

本标准规定了改性粉煤灰砖和空心砌块的术语与定义、代号、产品分类、技术要求、试验方法、检验规则、标志、运输与贮存。本标准适用于以粉煤灰、碱式硅酸镁为主要原料,加入无机改性剂,经机制成型,本体化学热反应改性固化后,可用于工业与民用建筑的墙体和基础使用的改性粉煤灰砖和空心砌块。

Modified fly ash bricks and hollow bricks

ICS
91.060.10
CCS
Q15
发布
2009/06/01
实施
2009/06/01

本规范适用于非抗震设防区和抗震设防烈度为8度及8度以下的地区,以蒸压粉煤灰实心砖和多孔砖为墙体材料的一般工业与民用建筑的设计、施工及验收。

Technical code for autoclaved fly ash brick buildings

ICS
CCS
Q15
发布
2009-06-01
实施
2009-08-01

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. 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.

Standard Specification for Prefabricated Masonry Panels

ICS
91.060.10 (Walls. Partitions. Facades)
CCS
Q15
发布
2009
实施

This guide attempts to provide information to assist building owners and managers with limited knowledge of stone construction to recognize basic problems with performance of facades, and to keep them in good condition through periodic inspections and maintenance. Increased awareness of the behavior of stone masonry facades and associated materials can reduce maintenance and replacement costs by addressing problems and deterioration early. The objective of all maintenance should be to limit deterioration through early intervention. When it appears damage to stone support elements has occurred, professionals should be consulted to evaluate the support conditions, as well as recommend methods to restore the building''s integrity and preserve public safety.1.1 This guide outlines how to visually assess exterior stone masonry walls and facades to determine their general condition. Examining key features of the construction can help identify and diagnose problems which require repairs or corrective action. Such an examination can expose conditions which may be addressed with maintenance and minor repairs, or may require expert assistance. This guide is not intended to be used for buildings requiring major exterior rehabilitation or structural repairs. 1.1.1 This guide applies to walls of solid stone or dimension stone used as a cladding. Stone cladding is typically connected to a backup material with a variety of anchoring methods, including traditional hand-set masonry anchors such as straps, dowels, cramps, hook-and-eyes, dove-tails, wire ties, and the like. Joints between stones in these types of buildings are usually filled with mortar or sealant. Sealant-filled joints are usually designed to accommodate structural and thermal movements. 1.2 This guide specifically excludes dimension stone used in interior building surfaces, flooring or paving, slate dimension stone used as roofing. Though they share some similar assessment and maintenance concerns, thin stone (less than 2 inches nominal thickness) exterior cladding, and stone cladding attached to metal flames are also excluded due to their unique design characteristics and performance requirements. Although procedures and cautions listed herein may apply to walls and facades containing semi-dimension, or partially sized, stone in the form of split-face, or rubble and to stone-facade concrete panels, the guide is not specifically directed to such stone use. It does not address removal of small-area stains. 1.3 This guide offers an organized collection of information or a series of options and does not recommend a specific course of action. This document cannot replace education or experience and should be used in conjunction with professional judgment. Not all aspects of this guide may be applicable in all circumstances. This ASTM standard is not intended to represent or replace the standard of care by which the adequacy of a given professional service must be judged, nor should this document be applied without consideration of a project’s many unique aspects. The word “Standard” in the title of this document means only that the document has been approved through the ASTM consensus process. 1.4 The values stated in either inch-pound units or SI units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard. 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 safet......

Standard Guide for Assessment and Maintenance of Exterior Dimension Stone Masonry Walls and Facades

ICS
91.060.10 (Walls. Partitions. Facades)
CCS
Q15
发布
2009
实施

Stress is applied as pressure over the area of the flatjack. In the case of multi-wythe masonry, stress is estimated only in the wythe in which the flatjack is inserted. Stress in other wythes may be different.1.1 This test method covers the determination of the average compressive stress in existing unreinforced solid-unit masonry (see Note 1). This test method concerns the measurement of in-situ compressive stress in existing masonry by use of thin, bladder-like flatjack devices that are installed in saw cut mortar joints in the masonry wall. This test method provides a relatively non-destructive means of determining masonry properties in place. Note 18212;Solid-unit masonry is that built with stone, concrete, or clay units whose net area is equal to or greater than 75 % of the gross area. 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 In Situ Compressive Stress Within Solid Unit Masonry Estimated Using Flatjack Measurements

ICS
91.060.10 (Walls. Partitions. Facades)
CCS
Q15
发布
2009
实施

1.1 This specification covers dry-cast segmental retaining wall units of concrete, machine–made from hydraulic 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 standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.

Standard Specification for Dry-Cast Segmental Retaining Wall Units

ICS
91.060.10 (Walls. Partitions. Facades)
CCS
Q15
发布
2009
实施

This European Standard specifies requirements and appropriate test methods for modular tiles of agglomerated stone which are made for use as flooring and stairs for internal and external uses, fixed by mortar or adhesives. It also provides for the evaluation of conformity and marking of the products to the requirements of this European Standard. This European Standard is not applicable to terrazzo tiles covered by EN 13748-1 and EN 13748-2 (see Bibliography).

Agglomerated stone - Modular tiles for flooring and stairs (internal and external); German version EN 15285:2008

ICS
91.100.15
CCS
Q15
发布
2008-09-01
实施

This document specifies requirements for clay roofing tiles and fittings for pitched roof coverings and wall cladding and lining. It applies to all tiles and fittings as defined in Clause 3. Clay roofing tiles and clay fittings which conform to this document are suitable for use as roof coverings, vertical wall cladding and lining. This document defines the minimum requirements for a product which if satisfactory at the time of delivery will ensure that the product is able to perform its function in relation to the performance levels declared for it, whilst subjected to the changes that occur in such materials during normal conditions of use. The results obtained according to the European Standard apply to products at the time they are offered for sale.

Clay roofing tiles and fittings - Product definitions and specifications; English version of DIN EN 1304:2008-07

ICS
01.040.91;91.100.25
CCS
Q15
发布
2008-07
实施

This European Standard specifies requirements for slabs and cut-to-size products of agglomerated stone which are made for use as vanity and kitchen tops, or other similar use in furnishing.

Agglomerated stone - Slabs and cut-to-size products for vanity and kitchen tops; German version EN 15388:2008

ICS
91.100.15
CCS
Q15
发布
2008-06
实施



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