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现行 ASTM D4437/D4437M-16(2023)
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Standard Practice for Nondestructive Testing (NDT) for Determining the Integrity of Seams Used in Joining Flexible Polymeric Sheet Geomembranes 连接柔性聚合土工膜用接缝完整性测定的无损检测(NDT)标准实施规程
发布日期: 2023-11-01
1.1 本规程旨在作为无损质量控制试验方法的总结,用于确定岩土工程应用中柔性片材连接中使用的接缝的完整性。本规程概述了可用于确定粘结接缝质量的试验程序。本实践中概述的任何一种或多种测试方法的组合都可以纳入质量控制的项目规范中。这些试验方法适用于经粗布增强或未增强的柔性聚合物薄膜衬里。本规程不适用于破坏性试验。关于破坏性测试方法,请参阅其他ASTM标准和实践。 1.2 本规程涵盖的接缝类型包括:热粘合接缝、热空气、热楔(或刀)、挤压、溶剂粘合接缝、主体溶剂- 粘合接缝、粘合剂粘合或胶合接缝、胶带接缝和防水缝合接缝。 1.3 以国际单位制或英寸磅单位表示的数值应单独视为标准。每个系统中规定的值可能不是完全相等的;因此,每个系统应独立使用。将两个系统的值结合起来可能会导致不符合标准。 1.4 本标准并非旨在解决与其使用相关的所有安全问题(如有)。本标准的使用者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。 1.5 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====== 3.1 使用土工膜作为屏障材料来限制土壤和岩石中液体从一个位置迁移到另一个位置,以及连接这些土工膜片时使用的大量接缝方法和类型,产生了对标准测试的需求,通过这些测试可以比较各种接缝,并可以无损地评估接缝系统的质量。这种做法是为了满足这种需要。 3.2 土工膜片材应由适当的聚合物和复合成分配制而成,以形成符合产品最终用途所有规定要求的塑料或弹性体片材。片材(加固或非加固)应能够通过 1.2 ,符合板材制造商的建议和说明。
1.1 This practice is intended for use as a summary of nondestructive quality control test methods for determining the integrity of seams used in the joining of flexible sheet materials in a geotechnical application. This practice outlines the test procedures available for determining the quality of bonded seams. Any one or combination of the test methods outlined in this practice can be incorporated into a project specification for quality control. These test methods are applicable to manufactured flexible polymeric membrane linings that are scrim reinforced or nonreinforced. This practice is not applicable to destructive testing. For destructive test methods, look at other ASTM standards and practices. 1.2 The types of seams covered by this practice include the following: thermally bonded seams, hot air, hot wedge (or knife), extrusion, solvent-bonded seams, bodied solvent-bonded seams, adhesive-bonded or cemented seams, taped seams, and waterproofed sewn seams. 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 nonconformance with the 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. ====== Significance And Use ====== 3.1 The use of geomembranes as barrier materials to restrict liquid migration from one location to another in soil and rock, and the large number of seam methods and types used in joining these geomembrane sheets, has created a need for standard tests by which the various seams can be compared and the quality of the seam systems can be nondestructively evaluated. This practice is intended to meet such a need. 3.2 The geomembrane sheet material shall be formulated from the appropriate polymers and compounding ingredients to form a plastic or elastomer sheet material that meets all specified requirements for the end use of the product. The sheet material (reinforced or nonreinforced) shall be capable of being bonded to itself by one of the methods described in 1.2 , in accordance with the sheet manufacturer's recommendations and instructions.
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归口单位: D35.10
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