91.080.30 砖石结构 标准查询与下载

GB 50309-2007 工业炉砌筑工程质量验收规范

本规范适用于各种工业炉砌筑工程的质量验收。

Code for quality inspection and acceptance of industrial furnaces building

GB/T 19766-2005 天然大理石建筑板材

本标准规定了天然大理石建筑板材（以下简称板材）产品的分类、技术要求、试验方法、检验规则、标志、包装、运输、贮存等。 本标准适用于建筑装饰用天然大理石板材。其他用途的天然大理石板材也可参照采用。

Specification for natural marble for building slab

GB 50211-2004 工业炉砌筑工程施工及验收规范

为了规范工业炉砌筑工程施工及验收行为，达到在全国范围内统一的技术要求，特制定本规范。 本规范适用于工业炉砌筑工程的施工及验收，包括工业炉砌筑的共同规定，以及所列各专业炉砌筑的特殊要求。

Code for construction and acceptance of industrial furnaces building

GB 50203-2002 砌体工程施工质量验收规范

本规范适用于建筑工程的砖、石、混凝土小型空心砌块、蒸压加气混凝土砌块等砌体的施工质量控制和验收。

Code for acceptance of construction quality of masonry engineering

GB 50003-2001 砌体结构设计规范

本规范适用于建筑工程的下列砌体的结构设计，特殊条件下或有特殊要求的应按专门规定进行设计。

Code for design of masonry structures

GB/T 50315-2000 砌体工程现场检测技术标准

本标准适用于下列砌体工程中砖砌体和砂浆的现场检测和强度推定：1新建工程，检测和评定砂浆或砖砌体的强度，应按国家现行标准《砌体工程施工及验收规范》GB 50203、《建筑工程质量检验评定标准》GBJ301、《砌体基本力学性能试验方法标准》GBJl29等执行；当遇到下列情况之一时，应按本标准检测和推定砂浆或砖砌体的强度： 1)砂浆试块缺乏代表性或试件数量不足： 2)对砂浆试块的试验结果有怀疑或争议，需要确定实际的砌体抗压、抗剪强度； 3)发生工程事故，或对施工质量有怀疑和争议，需要进一步分析砖、砂浆和砌体的强度。 注：砖的强度等级，按现行产品标准抽样检测。 2已建砌体工程，在进行下列可靠性鉴定时，应按本标准检测和推定砂浆的强度或砖砌体的工作应力、弹性模量和强度： 1)静力安全鉴定及危房鉴定或其他应急鉴定； 2)抗震鉴定； 3)大修前的可靠性鉴定； 4)房屋改变用途、改建、加层或扩建前的专门鉴定。

Technical standard for site testing of masonry engineering

GBJ 129-1990 砌体基本力学性能试验方法标准

本标准适用于工业与民用建筑的砌体力学性能试验与检验。

Testing methods of basic mechanical performance of masory structures

GSO EN 1745:2024 砖石和砖石产品 热性能测定方法

This document specifies methods for the determination of thermal properties of masonry and masonry products.

Masonry and masonry products - Methods for determining thermal properties

ASTM C1400-23 降低新砌体墙的潜在膨胀性的标准指南

Standard Guide for Reduction of Efflorescence Potential in New Masonry Walls

ASTM C1552/C1552M-23a 压缩试验用混凝土砌块、相关砌块和砌石棱柱盖顶的标准实施规程

Standard Practice for Capping Concrete Masonry Units, Related Units and Masonry Prisms for Compression Testing

DB34/T 4581-2023 地下工程抗裂密实型混凝土结构自防水技术应用规程

Application code for self-waterproofing technology of crack-resistant dense concrete structures in underground engineering

DB34/T 922-2023 农村房屋抗震技术规程

Technical regulations for earthquake resistance of rural houses

DB34/T 1586-2023 砌体工程施工及质量验收规程

Masonry Engineering Construction and Quality Acceptance Regulations

ASTM C1780-23a 水泥基粘结砌体单板安装方法的标准实施规程

Standard Practice for Installation Methods for Cement-based Adhered Masonry Veneer

ASTM C1552-23 用于压缩测试的混凝土砌块、相关单元和砌体棱柱的封顶标准实施规程

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 1—The testing laboratory performing these test methods should be evaluated in accordance with Practice C1093. 1.2 The text of this standard refers to notes and footnotes that 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. 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Practice for Capping Concrete Masonry Units, Related Units and Masonry Prisms for Compression Testing

ASTM C1780-23 水泥基粘结砌体饰面安装方法的标准实施规程

1.1 This practice is intended to provide accepted procedures to designers and installers of cement-based adhered masonry veneer in residential and commercial construction. This information is meant to complement the specific installation instructions provided by manufacturers of cement-based adhered masonry veneers and recognized building codes, but is not meant to replace them. This practice does not address installation methods or techniques for all materials in the building envelope. This practice covers the installation of cement-based adhered masonry veneer units for application as adhered veneer to exterior and interior walls, columns, landscape structures and other structures suitable to receive adhered veneer. The units included in this practice are manufactured to meet the requirements of Specification C1670/C1670M or C1877. This practice is limited to the installation of units. This practice does not cover all flashing or moisture management requirements. Refer to the applicable building code and project documents for additional flashing and moisture management requirements. NOTE 1—The National Concrete Masonry Association (NCMA) publication Installation Guide and Detailing Options for Compliance with ASTM C1780 for Adhered Manufactured Stone Veneer provides generally accepted methods and details for installation and flashing for manufactured stone veneer. NOTE 2—This standard was developed for the installation of cementbased adhered veneer units manufactured from wet-cast concrete or dry-cast concrete. Refer to Guide C1242 for installation of adhered natural stone veneer. 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 All workmanship and materials related to the installation of cement-based adhered masonry veneer units shall meet the requirements of the contract documents and building code having jurisdiction over the project. 1.4 The text of this standard 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 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 safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. (Warning—Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure.2 ) 1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Practice for Installation Methods for Cement-based Adhered Masonry Veneer

ASTM C1364-23 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 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Specification for Architectural Cast Stone

ASTM C1532/C1532M-22 从现有结构中选择、移除和装运预制砌块和砌块样品的标准实施规程

1.1 This practice covers the process of selection, removal, and shipment of masonry specimens from existing construction that are intended for testing. These specimens can be either individual masonry units or assemblages. Assemblages are a portion of existing masonry, typically consisting of masonry units, mortar, grout, reinforcing steel, collar joint, and masonry accessories. The specimens may be taken from singleor multiple-wythe construction, or portions thereof. This practice also covers procedures for reporting as part of this process. 1.2 The text of this standard refers to notes and footnotes that 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 either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system are not necessarily exact equivalents; therefore, to ensure conformance with the standard, each system shall be used independently of the other, and values from the two systems shall not be combined. 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Practice for Selection, Removal, and Shipment of Manufactured Masonry Units and Masonry Specimens from Existing Construction

ASTM C1531-22 砌体砂浆接缝抗剪强度指数现场测量的标准试验方法

1.1 These test methods cover procedures for the determination of the average in situ mortar joint shear strength index in existing unreinforced solid-unit and ungrouted hollow-unit masonry built with clay or concrete units. Three methods are provided: 1.1.1 Method A (with Flatjacks Controlling Normal Compressive Stress)—For determining mortar joint shear strength index when the state of normal compressive stress at the test site is controlled during the test using the flatjack method described in Test Method C1197. Horizontal displacement of the test unit is monitored throughout the test. The test setup for Method A is shown in Fig. 1. NOTE 1—A paper2 by Francesco Graziotti et. al of Univ. of Pavia included in ASTM STP 1612 discusses alternative methods for interpreting Method A testing results. 1.1.2 Method B (without Flatjacks Controlling Normal Compressive Stress)—For determining mortar joint shear strength index when using an estimate of the normal compressive stress at the location of the test site. Horizontal displacement of the test unit is not monitored during this procedure. The test set up for Method B is shown in Fig. 2. 1.1.3 Method C (with Flatjack Applying Horizontal Load)— For determining mortar joint shear strength index using an estimate of the normal compressive stress at the location of the test site, as shown in Fig. 3. Horizontal displacement of the test unit is generally not measured during this procedure. 1.2 The text of this standard refers to notes and footnotes that 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. 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Test Methods for In Situ Measurement of Masonry Mortar Joint Shear Strength Index

ASTM C1892/C1892M-22 砌体锚固强度的标准试验方法

1.1 These test methods address the tensile and shear strengths of post-installed and placed-during-construction anchors in masonry test specimens made of masonry assemblies. Environmental exposures include freezing and thawing, moisture, decreased and elevated temperatures and corrosion. These test methods provide basic testing procedures for use with product-specific evaluation and acceptance standards and are intended to be performed in a testing laboratory. Productspecific evaluation and acceptance standards may add specific details and appropriate parameters as needed to accomplish the testing. Only those tests required by the specifying authority need to be performed. 1.2 Loadings include quasi-static, dynamic, fatigue and shock. Environmental exposures include freezing and thawing, moisture, decreased and elevated temperatures and corrosion. 1.3 These test methods are intended for use with postinstalled and placed-during-construction anchors designed for installation projecting from the surface of a masonry test specimen. 1.4 This standard prescribes separate procedures for static, dynamic, fatigue and shock testing. Nothing in this standard, however, shall preclude combined tests incorporating two or more of these types of loading (such as dynamic, fatigue and shock tests in series). 1.5 The text of this standard refers to notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard. 1.6 Both inch-pound and SI units are provided in this standard. The testing may be performed in either system and reported in that system and the results converted to the other. However, anchor diameters, threads, and related testing equipment shall be in accordance with either inch-pound or SI provisions. 1.7 Units—The values stated in each system are not necessarily exact equivalents; therefore, to ensure conformance with the standard, each system shall be used independently of the other, and values from the two systems shall not be combined. 1.8 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.9 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Test Methods for Strength of Anchors in Masonry