1.1 这些试验方法评估了与波特兰水泥基灰泥一起使用的非金属灰泥基层在各种试验暴露下的垂直墙应用性能。 1.2 单位- 以国际单位制或英寸-磅单位表示的数值应单独视为标准值。每个系统中规定的值不一定是精确的等价物；因此，为确保符合本标准，每个系统应独立使用，且两个系统的值不得组合。 1.3 本标准并非旨在解决与其使用相关的所有安全问题（如有）。 本标准的用户有责任在使用前制定适当的安全、健康和环境实践，并确定监管限制的适用性。 1.4 本国际标准是根据世界贸易组织技术性贸易壁垒（TBT）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》中确立的国际公认标准化原则制定的。 ====意义和用途====== 4.1 概述: 4.1.1 非金属增强硅酸盐水泥基灰泥是垂直应用的外墙覆层，在覆层的使用寿命内可能会受到各种条件的影响。 这些测试方法评估各种测试条件和暴露下的性能。任何给定项目可能不受本文所述所有测试条件的约束，并且所有测试方法可能不会评估给定项目的所有暴露。 4.2 横向载荷: 4.2.1 本试验方法确定了墙体组件的极限风荷载阻力，包括框架、护套和连接方式的影响。 4.3 垂直荷载: 4.3.1 硅酸盐水泥基灰泥的重量和附着机制导致垂直荷载转移到灰泥基层。该试验方法根据试样的破坏情况确定覆层组件的极限垂直载荷能力。 4.4 嵌入: 4.4.1 灰泥基层是硅酸盐水泥基灰泥的关键、加固和附着机制。抹灰基层的厚度、轮廓和材料特性必须确保其充分嵌入波特兰水泥基抹灰中。这可以通过使用自贴皮非金属灰泥基层或其他方式（如贴皮条）来实现。该测试方法确定了覆毛机制的有效性，以确保获得最小嵌入。 4.5 紧固件穿过阻力: 4.5.1 非金属板条用紧固件固定在建筑框架或基板上。 本试验方法评估紧固件连接的有效性。 4.6 耐碱性（试验方法仅适用于玻璃纤维材料）: 4.6.1 根据试验方法 E2098/E2098M .

1.1 These test methods evaluate the performance of vertical wall applications of non metallic plaster bases used with Portland cement based plaster under a variety of test exposures. 1.2 Units— 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. 1.3 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.4 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 General: 4.1.1 Non metallic reinforced Portland cement based plaster are vertically applied exterior wall claddings that may be subject to variety of conditions over the claddings service life. These test methods evaluate performance under a variety of test conditions and exposures. Any given project may not be subject to all of the test conditions described herein and all of the test methods may not evaluate all exposures for a given project. 4.2 Transverse Load: 4.2.1 This test method determines the ultimate wind load resistance of the wall assembly including influence of the framing, sheathing, and means of attachment. 4.3 Vertical Load: 4.3.1 The weight and attachment mechanism of Portland cement Based Plaster results in a vertical load transfer to the plaster base. This test method determines the ultimate vertical load capacity of the cladding assembly based on taking the specimen to failure. 4.4 Embedment: 4.4.1 Plaster bases serve as a key, reinforcement and attachment mechanism for Portland cement based plaster. The thickness, profile, and material properties of the plaster bases must be such that it is adequately embedded in the Portland cement based plaster. This can be accomplished through use of a self furred non metallic plaster base or other means such as furring strips. This test method determines the effectiveness of the furring mechanism to ensure that the minimum embedment is obtained. 4.5 Fastener Pull Through Resistance: 4.5.1 The non metallic lath is secured to the building frame or substrate with fasteners. This test method evaluates the fastener attachment effectiveness. 4.6 Alkali Resistance (Test Method Applies to Glass Fiber Materials Only): 4.6.1 In accordance with Test Method E2098/E2098M .