91.080.30 砖石结构 标准查询与下载

KIT 210-2010 砌体结构设计

Design of masonry structures

DB13/T 753-2010 石材雕刻（圆雕）产品技术规范

Technical specifications for stone carving (round carving) products

ASTM C1232-10c 圬工标准术语

1.1 This standard incorporates generic terms and generic definitions of terms specifically associated with manufactured masonry units and masonry constructed with manufactured masonry units. These generic terms and definitions are used within the standards developed by Committee C12 on Mortars and Grouts for Unit Masonry and Committee C15 on Manufactured Masonry Units. 1.2 This standard incorporates terms and definitions of terms associated with the standards specific to clay masonry units, in particular to Specifications C32, C34, C56, C62, C126, C212, C216, C279, C410, C530, C652, C902, C1088, C1167, C1261, C1272, and C1405, and to Test Methods C67. 1.3 This standard incorporates terms and definitions of terms associated with the standards specific to concrete masonry units in particular to Specifications C55, C73, C90, C129, C139, C744, C1319, C1372, C1491, C1623, and C1634 and to Test Methods C140, C426, and C1262. 1.4 This standard incorporates terms and definition of terms associated with the standards specific to autoclaved aerated concrete masonry units in particular to Pra......

Standard Terminology of Masonry

ASTM C1314-10 砖石结构棱柱体的抗压强度的标准试验方法

This test method provides a means of verifying that masonry materials used in construction result in masonry that meets the specified compressive strength. This test method provides a means of evaluating compressive strength characteristics of in-place masonry construction through testing of prisms obtained from that construction when sampled in accordance with Practice C1532. Decisions made in preparing such field-removed prisms for testing, determining the net area, and interpreting the results of compression tests require professional judgment. If this test method is used as a guideline for performing research to determine the effects of various prism construction or test parameters on the compressive strength of masonry, deviations from this test method shall be reported. Such research prisms shall not be used to verify compliance with a specified compressive strength of masonry. Note 18212;The testing laboratory performing this test method should be evaluated in accordance with Practice C1093. Appendix X2 includes guidance information for the researcher on aspects of materials, construction, and analysis.1.1 This test method covers procedures for masonry prism construction and testing, and procedures for determining the compressive strength of masonry, fmt, used to determine compliance with the specified compressive strength of masonry, f ′m. When this test method is used for research purposes, the construction and test procedures within serve as a guideline and provide control parameters. 1.2 This test method also covers procedures for determining the compressive strength of prisms obtained from field-removed masonry specimens. 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. 1.4 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 Compressive Strength of Masonry Prisms

ASTM C1232-10b 圬工标准术语

1.1 This standard incorporates generic terms and generic definitions of terms specifically associated with manufactured masonry units and masonry constructed with manufactured masonry units. These generic terms and definitions are used within the standards developed by Committee C12 on Mortars and Grouts for Unit Masonry and Committee C15 on Manufactured Masonry Units. 1.2 This standard incorporates terms and definitions of terms associated with the standards specific to clay masonry units, in particular to Specifications C32, C34, C56, C62, C126, C212, C216, C279, C410, C530, C652, C902, C1088, C1167, C1261, C1272, and C1405, and to Test Methods C67. 1.3 This standard incorporates terms and definitions of terms associated with the standards specific to concrete masonry units in particular to Specifications C55, C73, C90, C129, C139, C744, C1319, C1372, C1491, C1623, and C1634 and to Test Methods C140, C426, and C1262. 1.4 This standard incorporates terms and definition of terms associated with the standards specific to autoclaved aerated concrete masonry units in particular to Pra......

Standard Terminology of Masonry

ASTM C1364-10 建筑用铸石标准规范

1.1 This specification includes the physical properties, sampling, testing, tolerance, and appearance requirements for architectural cast stone. 1.2 Units covered by this specification may be made from facing and backup mixtures or from a homogeneous mixture. Either wet cast or dry cast production methods may be used. 1.3 Surface textures, finish, color, or other special features should be specified separately by the purchaser. 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. 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 Architectural Cast Stone

ASTM C1364-10b 建筑铸石标准规范

1.1 This specification includes the physical properties, sampling, testing, tolerance, and appearance requirements for architectural cast stone. 1.2 Cast stone units covered under this specification include both wet cast and vibratory dry tamp products. Production methods of cast stone can vary among manufacturers; many production methods are acceptable provided the delivered cast stone meets the requirements of this specification. 1.3 Surface textures, finish, color, special applications, or other features shall be specified by the purchaser. Slump, manufacturing method, and apparatus shall be selected by the manufacturer and not specified by the purchaser. 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. 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 Architectural Cast Stone

DIN 1053-4:2009 砖石工程.第4部分:预制合成砌块

Masonry - Part 4: Prefabricated masonry compound units

ASTM E514/E514M-09 砖石建筑的水渗入和渗漏的标准试验方法

This test method provides information that aids in evaluating the effect of four principal variables: materials, coatings, wall design, and workmanship. Water penetration and leakage through masonry is significantly affected by air pressure in the test chamber. Data from tests made at different pressures are not comparable. The performance of a masonry wall is a function of materials, construction, wall design, and maintenance. In service the performance will also depend on the rigidity of supporting structure and on the resistance of components to deterioration by various causes, such as corrosion, vibration, thermal expansion and contraction, curing, and others. It is impossible to simulate the complex conditions encountered in service, such as variations in wind velocity, negative pressure, and lateral or upward moving air and water. Factors such as location, exposure, and wall openings should be considered. Given the complexity of variables noted above, this test method establishes comparative behavior between various masonry wall constructions in a given laboratory. Even when a single laboratory tests the same wall design utilizing the same wall materials and the same construction practices, variables such as the level of skill of the mason building the specimen, the temperature and humidity in the laboratory at the time of construction, curing of the specimen, the moisture contents of the materials used to build the specimen, and even the use or lack of use of a lime and water wash on the back of the specimen can affect the results of the test making reliable comparisons dubious. For these reasons and the multi-variables listed in 4.1, 4.2, and 4.3, a meaningful, useful, absolute wall leakage rating standard is impractical and discouraged.1.1 This laboratory test method provides a procedure for determining the resistance to water penetration and leakage through unit masonry subjected to wind-driven rain. 1.2 The values stated in either SI units or inch-pound 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. 1.3 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. For a specific hazard statement, see Section 6.

Standard Test Method for Water Penetration and Leakage Through Masonry

GSO ISO 9652-4:2008 施工 第4部分：测试方法

This part of ISO 9652 specifies reference methods for testing a) the compressive strength of masonry units; b) the compressive strength of masonry; c) the flexural strength of masonry; d) the water absorption of clay units; and e) the compressive strength of mortar. It is applicable to masonry built with units of fired clay, calcium silicate, concrete (including autoclaved aerated concrete), natural stone or manufactured stone. NOTE The methods may be suitable for testing other walling materials, but they have not been examined as reference tests in this respect.

masonary - Part 4: Test methods

GSO ISO 9652-2:2008 施工 第2部分：根据简单规则设计无筋结构

This part of ISO 9652 gives limited rules for the structural design and construction of unreinforced masonry for which calculations of loading and strength criteria are not required. This part of ISO 9652 is applicable to masonry built with Group 1, 2, or 3 masonry units [see 5.2.1 of ISO 9652-1:—] of clay, calcium silicate, concrete (including autoclaved aerated concrete), and manufactured stone units. The field of application is defined in Table 1 and is subject to the limitations of normative annex A. NOTE Clauses 5, 6, 7 and 8 should be taken together; clauses 9 and 10 may be applied separately; clause 11 applies to all walls covered by this part of ISO 9652. For masonry designed by calculation, see ISO 9652-1.

Masonry - Part 2: Unreinforced masonry design by simple rules

GSO ISO 9652-5:2008 建筑 第5部分：术语

This part of ISO 9652 defines terms used in the structural design of unreinforced masonry. This part of ISO 9652 is applicable to masonry in general, except for the following aspects of masonry design: a) seismic design; b) resistance to fire (see ISO/IEC Guide 52); c) thermal insulation (see ISO 7345); d) sound insulation. NOTE It is assumed that the design of masonry is entrusted to structural or civil engineers or other appropriately qualified persons for whose guidance this International Standard was prepared.

masonary - Part 5 : Vocabulary

SANS 10164-2:2008 砌体的结构性使用.第2部分:钢筋及预应力砌体的结构设计及要求

Establishes general principles for the structural design of reinforced and prestressed masonry.

The structural use of masonry Part 2: Structural design and requirements for reinforced and prestressed masonry

CECS 244-2008 砂基透水砖工程施工及验收规程

本规程适用于城市广场、人行道、园林、校园、停车场、车行道、住宅小区和室外运动场等新建和改扩建砂基透水砖工程的施工及验收。

Specification for construction and acceptance of sand-based water permeable brick

DS/EN 846-4+A1:2008 砌体辅助部件的试验方法 第4部分：带的负载能力和负载变形特性的测定

This European Standard specifies methods for determining the load capacity and load-deflection characteristics of restraint straps fixed to timber joists, rafters and timber wall plates and masonry walls.

Methods of test for ancillary components for masonry - Part 4: Determination of load capacity and load-deflection characteristics of straps

ASTM C1552-08 混凝土砌块单位 相关单位和砖石棱柱压缩试验标准实践

This practice describes procedures for providing plane surfaces on the two bearing surfaces of units and prisms. The purpose of this standard is to provide consistent and standardized procedures for capping units and prisms for compression testing. The procedures are based on those contained (or previously contained) in Test Methods C 140, Practice C 617, and Test Method C 1314. Note 28212;Specimens capped using this practice will vary significantly in size and weight. Appropriate care and handling may differ based on specimen size and weight. Provide care and handling as needed to provide for proper capping based on the physical characteristics of the specimen being capped.1.1 This practice covers apparatus, materials, and procedures for capping concrete masonry units, related units, including coupons or other specimens obtained from such units, and masonry prisms for compression testing. Note 18212;The testing laboratory performing these test methods should be evaluated in accordance with Practice C 1093. 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 Practice for Capping Concrete Masonry Units, Related Units and Masonry Prisms for Compression Testing

NF P12-523/IN1:2008 圬工辅助元件规范.第3部分:钢网结构工作用底层接缝加筋

Specification for ancullary components for masonry - Part 3 : bed joint reinforcement of steel meshwork.

NF P12-521/IN1:2008 砖石工程辅助元部件规范.第1部分:拉杆、带条、吊架和托架

Specification for ancillary components for masonry - Part 1 : ties, tension straps, hangers and brackets.

DIN 1053-100:2007 砖石工程.第100部分:基于半随机安全概念的设计

Masonry - Part 100: Design on the basis of semi-probabilistic safety concept

LST EN 1052-3-2003/A1-2007 砌体试验方法 第3部分：初始剪切强度的测定

Methods of test for masonry - Part 3: Determination of initial shear strength