1.1 本规程涵盖了在游泳池和水族馆等建筑中暴露于静水载荷时与夹层玻璃相关的元件。这种做法包括夹层玻璃性能和安全行为考虑。它解决了玻璃和夹层玻璃的独特特征。 1.2 这种做法不适用于用单片玻璃、玻璃块、中空玻璃单元、直接粘合到非玻璃结构基材、丙烯酸或其他塑料上的玻璃砖建造的应用。 1.3 以国际单位制或英寸-磅单位表示的值应单独视为标准值。每个系统中所述的值可能不是完全等效的；因此，每个系统都应独立使用。将两个系统的值结合起来可能会导致不符合此做法。 1.4 这种做法并不适用于便携式水族馆等消费品。这种做法适用于特定位置的固定或临时游泳池或水族馆。 1.5 这种做法不涉及动态洪水荷载或冲击荷载，如波浪作用、漂浮碎片或人畜碰撞。 1.6 这种做法不涉及玻璃的腐蚀和/或表面退化效应问题。 1.7 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。 1.8 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 玻璃是一种脆性材料，与用于建造游泳池的其他建筑材料相比，具有不同的时间依赖性。 因此，玻璃的性能是玻璃池和水族馆设计和施工的重要考虑因素。 4.2 在玻璃池或水族馆的设计中，应考虑玻璃破碎后的保留和强度，以保持系统的完整性，防止切割/刺穿伤害，或玻璃掉落或落下。 4.3 结构设计应由设计专业人员根据第节进行计算确认 6. . 4.4 如果需要测试（见 4.4.1 – 4.4.3 )为了验证玻璃破碎后的行为，测试应符合第节 7. . 4.4.1 对于具有两层玻璃的层压板，需要进行验证测试。 4.4.2 对于具有两层以上玻璃层的层压板，如果计算按照以下要求完成，则不需要进行验证测试 4.3 证明玻璃组件具有足够的强度，可以在任何一层玻璃破裂的情况下承受全部设计载荷。 4.4.3 通过计算验证破裂后的行为时，根据 表1 应用于所有大于1个月的负载情况。 4.5 玻璃池和水族馆系统的制造商应提供其系统的安装说明和制造安装公差。 4.6 结构支撑系统——挠度: 4.6.1 玻璃和支撑系统应具有足够的刚度，以将设计载荷下支撑玻璃的挠度限制在不超过L/240或13 mm[0.5 in.]，以较小者为准，其中L是三个或更少侧支撑系统的最长无支撑跨度，或是四边支撑系统的最大支撑长度。

1.1 This practice covers elements related to laminated glass when exposed to hydrostatic loads such as in the construction of swimming pools and aquariums. This practice includes laminated glass performance, and safe behavior considerations. It addresses the characteristics unique to glass and laminated glass. 1.2 This practice does not address applications constructed with monolithic glass, glass block, insulating glass units, glass tiles that are directly bonded to a non-glass structural substrate, acrylic, or other plastics. 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 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 of this practice. 1.4 This practice is not meant to address consumer products such as portable aquariums. This practice is meant for fixed or temporary pools or aquariums at a specific location. 1.5 This practice does not address dynamic flood loads or impact loads such as wave action, floating debris, or human and animal collisions. 1.6 This practice does not address issues concerning corrosion and or surface degradation effects of glass. 1.7 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. 1.8 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 Glass is a brittle material with different time dependent properties than other building materials used in the construction of pools. Therefore, the properties of glass are important considerations in the design and construction of glass pools and aquariums. 4.2 Post-breakage glass retention and strength shall be considered in the design of a glass pool or aquarium as a means of maintaining the integrity of the system, deterring cutting/piercing injuries, or fall-through or fallout of the glass. 4.3 The structural design shall be confirmed by calculations by a design professional in accordance with Section 6 . 4.4 If testing is required (see 4.4.1 – 4.4.3 ) to verify post-breakage behavior of the glass, the testing shall be in accordance with Section 7 . 4.4.1 For laminates with two glass plies, verification testing is required. 4.4.2 For laminates with more than two glass plies, verification testing is not required if calculations completed in accordance with 4.3 demonstrate that the glass assembly has sufficient strength to sustain the full design load with any one glass ply broken. 4.4.3 When verifying post-breakage behavior by calculation, allowable glass stress for permanent load duration in accordance with Table 1 shall be used for all load cases greater than 1 month. 4.5 The manufacturer of glass pools and aquarium systems shall provide installation directions and fabrication and installation tolerances of their systems. 4.6 Structural Support System—Deflection: 4.6.1 The glass and support system shall be sufficiently stiff to limit the deflection of the supported glass under the design load to no more than L/240 or 13 mm [0.5 in.] whichever is less, where L is the longest unsupported span for three or fewer side supported systems, or the longest supported length for four side supported systems.