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Guide to Cold Weather Concreting

contributor authorACI - American Concrete Institute
date accessioned2017-09-04T16:41:26Z
date available2017-09-04T16:41:26Z
date copyright40452
date issued2010
identifier otherBRZDBDAAAAAAAAAA.pdf
identifier urihttp://mapnamagz.yabesh.ir/std;query=autho1826AF67FCdardstandardsfen/handle/yse/104701
description abstractINTRODUCTION
Cold weather exists when the air temperature has fallen to, or is expected to fall below 40°F (4°C) during the protection period. The protection period is defined as the time required to prevent concrete from being affected by exposure to cold weather. Concrete placed during cold weather will develop sufficient strength and durability to satisfy the intended service requirements when it is properly produced, placed, and protected. The necessary degree of protection increases as the ambient temperature decreases.
If requirements for cold weather concreting are needed in specification form, reference ACI 306.1. If necessary, add appropriate modifications to the contract documents after consulting the specification checklist.
This guide provides the necessary information for the contractor to select the best methods to satisfy the minimum cold weather concreting requirements.
languageEnglish
titleACI 306Rnum
titleGuide to Cold Weather Concretingen
typestandard
page30
statusActive
treeACI - American Concrete Institute:;2010
contenttypefulltext
subject keywordsaccelerating admixtures
subject keywordsantifreeze admixtures
subject keywordscold weather concreting
subject keywordsconcrete temperature
subject keywordscuring
subject keywordsenclosures
subject keywordsform removal
subject keywordsfreezing and thawing
subject keywordsheaters
subject keywordsheating aggregates
subject keywordsinsulating materials
subject keywordsmaturity testing
subject keywordsprotection
subject keywordsstrength development


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