1.1本试验方法包括测定自密实混凝土的坍落度。 1.2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可能不是精确的等效值；因此，每个系统应相互独立使用。将两个系统的值合并可能会导致不符合标准。 1.3本标准的文本引用了提供解释性材料的注释和脚注。这些注释和脚注（不包括表和图中的注释和脚注）不应视为本标准的要求。 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）。 本标准的用户有责任在使用前制定适当的安全和健康实践，并确定监管限制的适用性。 ( 警告 — 新鲜的水硬性胶结混合物具有腐蚀性，长时间接触可能会导致皮肤和组织化学烧伤。） ====意义和用途====== 本试验方法提供了在实验室或现场测定自密实混凝土坍落度的程序。 本试验方法用于监测新拌未硬化自密实混凝土的稠度及其无侧限流动势。 很难产生自我- 使用大于25 mm[1 in]的粗骨料加固可流动和不离析的混凝土。因此，本试验方法适用于粗骨料高达25 mm[1 in]的自密实混凝土在尺寸上。附录X1提供了非强制性视觉评级标准，可用于对自固结混凝土混合物抵抗离析（稳定性）的能力进行分类。 混凝土的摊铺速率与其粘度有关。附录X1提供了一个非强制性程序，可用于指示自固结混凝土混合物的相对粘度。

1.1 This test method covers the determination of slump flow of self-consolidating concrete. 1.2 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 with the standard. 1.3 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. 1.4 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 and health 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. ) ====== Significance And Use ====== This test method provides a procedure to determine the slump flow of self-consolidating concrete in the laboratory or the field. This test method is used to monitor the consistency of fresh, unhardened self-consolidating concrete and its unconfined flow potential. It is difficult to produce self-consolidating concrete that is both flowable and nonsegregating using coarse aggregates larger than 25 mm [1 in.]. Therefore, this test method is considered applicable to self-consolidating concrete having coarse aggregate up to 25 mm [1 in.] in size. Appendix X1 provides non-mandatory visual rating criteria that may be used to classify the ability of a self-consolidating concrete mixture to resist segregation (stability). The rate at which the concrete spreads is related to its viscosity. Appendix X1 provides a non-mandatory procedure that may be used to provide an indication of relative viscosity of self-consolidating concrete mixtures.