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ASTM C780-06
Standard Test Method for Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry
Automaticky přeložený název:
Standardní zkušební metoda pro Preconstruction a Výstavba Vyhodnocení malt pro Plain a zesílená Unit Zdivo
NORMA vydána dne 15.2.2006
Informace o normě:
Označení normy: ASTM C780-06
Poznámka: NEPLATNÁ
Datum vydání normy: 15.2.2006
Kód zboží: NS-15032
Počet stran: 17
Přibližná hmotnost: 51 g (0.11 liber)
Země: Americká technická norma
Kategorie: Technické normy ASTM
Anotace textu normy ASTM C780-06 :
Keywords:
aggregate ratio, air content, compressive strength, concrete penetrometer, cone penetrometer, consistency, consistency retention, mortar, tensile strength, ICS Number Code 91.100.10 (Cement. Gypsum. Lime. Mortar)
Doplňující informace
| 1. Scope | ||||||||||||||||||||||||||||||||
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1.1 This test method covers procedures for the sampling and testing of mortars for composition and for their plastic and hardened properties, either before or during their actual use in construction. 1.2 Preconstruction EvaluationThis test method permits comparisons of mortars made from different materials under simulated field conditions. It is also used to establish baseline values for comparative evaluation of field mortars. 1.3 Construction EvaluationUse of this method in the field provides a means for quality assurance of field-mixed mortar. It includes methods for verifying the mortar mix proportions, comparing test results for field mortars to preconstruction testing, and determining batch-to-batch uniformity of the mortar. 1.4 The test results obtained under this test method are not required to meet the minimum compressive values in accordance with the property specifications in Specification C 270. 1.5 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. For specific hazards statements, see Section 8. |
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| 2. Referenced Documents | ||||||||||||||||||||||||||||||||
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