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Standard Specification for Mortar for Unit Masonry (Includes all amendments And changes 8/16/2017).
Automaticky přeložený název:
Standardní specifikace pro Malty pro Unit zednářství
NORMA vydána dne 1.12.2003
Označení normy: ASTM C270-03b
Poznámka: NEPLATNÁ
Datum vydání normy: 1.12.2003
Kód zboží: NS-12761
Počet stran: 13
Přibližná hmotnost: 39 g (0.09 liber)
Země: Americká technická norma
Kategorie: Technické normy ASTM
Keywords:
air content, compressive strength, masonry, masonry cement, mortar, portland cement-lime, water retention, ICS Number Code 91.100.10 (Cement. Gypsum. Lime. Mortar)
| 1. Scope | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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1.1 This specification covers mortars for use in the construction of non-reinforced and reinforced unit masonry structures. Four types of mortar are covered in each of two alternative specifications: (1) proportion specifications and (2) property specifications. 1.2 The proportion or property specifications shall govern as specified. Note 1—When the property specification is used to qualify masonry mortars, the testing laboratory performing the test metnods should be accredited in accordance with Practice C 1093. 1.3 When neither proportion or property specifications are specified, the proportion specifications shall govern, unless data are presented to and accepted by the specifier to show that mortar meets the requirements of the property specifications. 1.4 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard. 1.5 The following safety hazards caveat pertains only to the test methods section of this specification: 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. |
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| 2. Referenced Documents | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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