ACI 364.6T

Concrete Removal in Repairs Involving Corroded Reinforcing Steel

contributor author	ACI - American Concrete Institute
date accessioned	2017-09-04T17:11:34Z
date available	2017-09-04T17:11:34Z
date copyright	07/01/2002 (R 2011)
date issued	2011
identifier other	YSXWKEAAAAAAAAAA.pdf
identifier uri	http://mapnamagz.yabesh.ir/std;query=autho1826AF67FCdardstandardsfen/handle/yse/135110
description abstract	Introduction The performance of a reinforced concrete repair depends significantly on the condition of concrete in the reinforcement vicinity and on the quality of (re-)encapsulation. The extent of concrete removal prior to repair must be adjusted in accordance with the degree of contamination and the nature of distresses affecting the member or structure.
language	English
title	ACI 364.6T	num
title	Concrete Removal in Repairs Involving Corroded Reinforcing Steel	en
type	standard
page	3
status	Active
tree	ACI - American Concrete Institute:;2011
contenttype	fulltext
subject keywords	corrosion
subject keywords	reinforcing steel
subject keywords	repair
subject keywords	ring anode effect
subject keywords	surface preparation