• 0
    • ارسال درخواست
    • حذف همه
    • Industrial Standards
    • Defence Standards
  • درباره ما
  • درخواست موردی
  • فهرست استانداردها
    • Industrial Standards
    • Defence Standards
  • راهنما
  • Login
  • لیست خرید شما 0
    • ارسال درخواست
    • حذف همه
View Item 
  •   YSE
  • Industrial Standards
  • ACI - American Concrete Institute
  • View Item
  •   YSE
  • Industrial Standards
  • ACI - American Concrete Institute
  • View Item
  • All Fields
  • Title(or Doc Num)
  • Organization
  • Year
  • Subject
Advanced Search
JavaScript is disabled for your browser. Some features of this site may not work without it.

Archive

ACI 309.2R

Guide to Identification and Control of Visible Surface Effects of Consolidation on Formed Concrete Surfaces

Organization:
ACI - American Concrete Institute
Year: 2015

Abstract: This guide does not define an acceptable level of quality, as this should be determined by the parties involved with the project. A perfectly formed concrete surface, uniformly smooth or deeply textured and essentially free of negative surface effects and color variation, is impossible to attain. Repairs to concrete surfaces are costly and difficult. The best repair work will not be as good as an original properly finished surface. Every effort should be made before and during construction to minimize repairs by establishing and maintaining quality concrete operations and adhering to acceptable consolidation procedures for producing formed concrete work. Concrete construction procedures and project costs do not always provide the conditions necessary to consistently obtain perfectly homogenous concrete free of all negative surface effects. Several negative surface effects discussed in this guide are tolerable and inherent in concrete production. Other potential causes of such negative surface effects may exist beyond those listed in this report. It is the responsibility of the specifier to indicate in the contract documents what constitutes acceptable and unacceptable negative surface effects for the various surfaces to be produced under the terms of a given contract. Surface tolerance specifications can be found in ACI 347.3R-13, Table 3.1.
To achieve any concrete finish, the designer and contractor should use the most appropriate materials and design and construction practices to minimize negative surface effects and keep them within acceptable limits. This guide should not be used as a standard for surface finishes, but rather as a guide for the identification of surface effects and their causes. Because concrete consolidation is considered an established field, current research is limited.
URI: http://yse.yabesh.ir/std/handle/yse/5798
Collections :
  • ACI - American Concrete Institute
  • Download PDF : (5.300Mb)
  • Show Full MetaData Hide Full MetaData
  • Statistics

    ACI 309.2R

Show full item record

contributor authorACI - American Concrete Institute
date accessioned2017-09-04T15:07:55Z
date available2017-09-04T15:07:55Z
date copyright2015.02.01
date issued2015
identifier otherLJQEKFAAAAAAAAAA.pdf
identifier urihttp://yse.yabesh.ir/std/handle/yse/5798
description abstractThis guide does not define an acceptable level of quality, as this should be determined by the parties involved with the project. A perfectly formed concrete surface, uniformly smooth or deeply textured and essentially free of negative surface effects and color variation, is impossible to attain. Repairs to concrete surfaces are costly and difficult. The best repair work will not be as good as an original properly finished surface. Every effort should be made before and during construction to minimize repairs by establishing and maintaining quality concrete operations and adhering to acceptable consolidation procedures for producing formed concrete work. Concrete construction procedures and project costs do not always provide the conditions necessary to consistently obtain perfectly homogenous concrete free of all negative surface effects. Several negative surface effects discussed in this guide are tolerable and inherent in concrete production. Other potential causes of such negative surface effects may exist beyond those listed in this report. It is the responsibility of the specifier to indicate in the contract documents what constitutes acceptable and unacceptable negative surface effects for the various surfaces to be produced under the terms of a given contract. Surface tolerance specifications can be found in ACI 347.3R-13, Table 3.1.
To achieve any concrete finish, the designer and contractor should use the most appropriate materials and design and construction practices to minimize negative surface effects and keep them within acceptable limits. This guide should not be used as a standard for surface finishes, but rather as a guide for the identification of surface effects and their causes. Because concrete consolidation is considered an established field, current research is limited.
languageEnglish
titleACI 309.2Rnum
titleGuide to Identification and Control of Visible Surface Effects of Consolidation on Formed Concrete Surfacesen
typestandard
page16
statusActive
treeACI - American Concrete Institute:;2015
contenttypefulltext
DSpace software copyright © 2017-2020  DuraSpace
نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
yabeshDSpacePersian
 
DSpace software copyright © 2017-2020  DuraSpace
نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
yabeshDSpacePersian