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Standard Guide for Selection, Design, and Installation of Dimension Stone Attachment Systems 尺寸石材连接系统的选择、设计和安装的标准指南
发布日期: 2024-05-01
1.1 本指南涵盖了锚和锚固系统的类别,并讨论了在选择能够抵抗重力载荷和施加载荷的锚或系统时需要考虑的设计原则。 1.2 本指南阐述了石锚设计的基本要求,并提供了这些设计考虑因素的实用清单。 1.3 本指南涉及: 1.3.1 将石板直接锚固到建筑结构上以提供支撑, 1.3.2 在将这些支撑系统附接到建筑结构之后,将石板锚定到副框架或幕墙部件上, 1.3.3 在将这些支撑系统连接到建筑结构之前,将石材面板锚定到副框架或幕墙组件上,并预先组装石材覆层,以及 1.3.4 上述制造和安装的监督和检查。 1.4 遵守所有适用的法规、制造商的具体建议和接口工作的标准。 1.5 以英寸-磅单位表示的值应被视为标准值。括号中给出的值是对国际单位制的数学转换,仅供参考,不被视为标准值。 1.6 本标准并不旨在解决与其使用相关的所有安全问题(如果有的话)。本标准的使用者有责任在使用前建立适当的安全、健康和环境实践,并确定监管限制的适用性。 (参见 表1和 2. .) 1.7 本国际标准是根据世界贸易组织技术性贸易壁垒委员会发布的《关于制定国际标准、指南和建议的原则的决定》中确立的国际公认的标准化原则制定的。 =====意义和用途====== 4.1 本指南旨在供设计或安装建筑结构外部石材幕墙的建筑师、工程师和承包商使用。 4.2 本指南是工程设计考虑因素、文件、材料考虑因素、锚类型应用和安装工艺的行业标准,旨在帮助设计师和安装人员实现适当耐用的石材覆层。 4.3 石材及其支撑系统是建筑表皮的一部分,应与幕墙和上部结构框架等其他接口系统的行为和性能兼容。 4.3.1 每项石材工程应用均应符合适用的建筑规范。 4.3.2 本指南的目的不是取代已发布的特定石材类型的建议。除本指南的建议外,还应审查和考虑其他尺寸石材行业出版物的规定。应根据项目规范和要求考虑所有行业信息。如果此类出版物的规定与本指南中的规定不同,则在石材专家的建议下,遵循出版物的规定是可接受的做法 4.4 针对单个项目的具体情况。 4.3.3 由于石材的性质各不相同,建议使用的石材的相关性质的范围和可变性应通过使用健全的工程原理进行评估的测试和统计方法来确定。在适用的情况下使用最新的测试数据。始终参考相关现有结构的成熟性能。 4.3.4 应考虑性能随时间的变化。 4.3.5 所有建筑系统和组件(包括石材)的整体行为应相互兼容。 4.4 石材专家-- 某些情况需要专业知识来选择和规划合适的锚固系统,制定适当的测试要求,解释测试,设计和设计锚固系统,或监测其制造和安装。专家是指通过提供使用、选择、设计和安装尺寸石材的具体专家经验来补充项目团队能力的人。 4.4.1 建议使用特殊专业知识来实现可靠安装的特定条件: 4.4.1.1 可能考虑或指定未知或可疑性能记录的复杂连接或锚固方法; 4.4.1.2 指定系统和材料的性能记录未知或有疑问; 4.4.1.3 当同一立面上出现多种覆层材料时; 4.4.1.4 如果支撑结构或支撑在任何方向上都比L/600更灵活; 4.4.1.5 如果极端载荷可能是由地震、飓风、龙卷风或安装和搬运方法引起的; 4.4.1.6 当特殊建筑规范要求占主导地位时; 4.4.1.7 如果石材行业出版物或项目规范的规定与本指南不同。
1.1 This guide covers the categories of anchors and anchoring systems and discusses the design principles to be considered in selecting anchors or systems that will resist gravity loads and applied loads. 1.2 This guide sets forth basic requirements for the design of stone anchorage and provides a practical checklist of those design considerations. 1.3 This guide pertains to: 1.3.1 The anchoring of stone panels directly to the building structure for support, 1.3.2 The anchoring of stone panels to subframes or to curtainwall components after these support systems are attached to the building structure, 1.3.3 The anchoring of stone panels to subframes or to curtainwall components with stone cladding preassembled before these support systems are attached to the building structure, and 1.3.4 The supervision and inspection of fabrication and installation of the above. 1.4 Observe all applicable regulations, specific recommendations of the manufacturers, and standards governing interfacing work. 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. 1.6 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. (See Tables 1 and 2 .) 1.7 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. ====== Significance And Use ====== 4.1 This guide is intended to be used by architects, engineers, and contractors who either design or install exterior stone cladding for architectural structures. 4.2 This guide is an industry standard for engineering design considerations, documentation, material considerations, anchor type applications, and installation workmanship to assist designers and installers to achieve a proper and durable stone cladding. 4.3 Stone and its support systems are part of a building's skin and shall be compatible with the behavior and performance of other interfacing systems, such as the curtainwall and superstructure frame. 4.3.1 Every stone work application shall comply with applicable building codes. 4.3.2 It is not the intent of this guide to supersede published recommendations for specific stone types. Provisions of other dimension stone industry publications should be reviewed and considered in addition to this guide's recommendations. All industry information should be considered with respect to project specifications and requirements. If provisions of such publications differ from those in this guide, it is acceptable practice to follow the publication's provisions if recommended by the stone specialist defined in 4.4 for the specific conditions of the individual project. 4.3.3 Because stone properties vary, the range and variability of pertinent properties of the stone proposed for use should be determined by testing and statistical methods that are evaluated using sound engineering principles. Use recent test data where applicable. Always reference proven performance of relevant existing structures. 4.3.4 Changes in properties over time shall be considered. 4.3.5 Overall behaviors of all building systems and components including the stone shall be interactively compatible. 4.4 Stone Specialist— Some conditions require professional expertise to select and plan a proper anchoring system, establish appropriate testing requirements, interpret tests, design and engineer the anchoring system, or monitor its fabrication and installation. A specialist is a person that complements the capabilities of the project team by contributing specific expert experience with the use, selection, design, and installation of dimension stone. 4.4.1 Particular conditions where special expertise is suggested to achieve a reliable installation: 4.4.1.1 Where complex connections or anchoring methods of unknown or questionable performance records are likely to be considered or specified; 4.4.1.2 Where the performance record of the specified systems and materials is not known or questionable; 4.4.1.3 When multiple cladding materials occur on the same facade; 4.4.1.4 If the supporting structure or backup is more flexible than L/600 in any direction; 4.4.1.5 If extreme loading could be caused by seismic, hurricane, tornado, or installation and handling methods; 4.4.1.6 When special building code requirements prevail; 4.4.1.7 If provisions of stone industry publications or project specifications differ from this guide.
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归口单位: C18.06
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