Mail Archive Search: <+subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+Welding\s+re\-bar\,\s+preventing\s+corrosion\s*$/>

Results:

References: [ +subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+Welding\s+re\-bar\,\s+preventing\s+corrosion\s*$/: 4 ]

Total 4 documents matching your query.

1. [TowerTalk] Welding re-bar, preventing corrosion (score: 1): Author: Red <RedHaines@centurytel.net>; Date: Fri, 07 Jul 2006 16:34:34 -0500; An earlier post included information from Hank Lonberg, P.E./ S.E., KR7X that addressed welding rebar. Among many points Mr. Lonberg made, ASTM A 706 is a weldable reinforcing bar. A major redi-mix f; /archives//html/Towertalk/2006-07/msg00211.html (8,269 bytes)
2. Re: [TowerTalk] Welding re-bar, preventing corrosion (score: 1): Author: "Rick Karlquist" <richard@karlquist.com>; Date: Fri, 7 Jul 2006 14:59:19 -0700 (PDT); Let me make sure I understand this correctly. A piece of rebar poking out of the concrete below grade will rust. A piece of steel poking out above grade will not rust? Why is this? Is it moisture rel; /archives//html/Towertalk/2006-07/msg00213.html (8,476 bytes)
3. Re: [TowerTalk] Welding re-bar, preventing corrosion (score: 1): Author: "Hank Lonberg" <kr7x@comcast.net>; Date: Fri, 7 Jul 2006 17:13:01 -0700; Rick: Why you don't want rebar to stick out of the concrete is two fold. First, the continuous moisture contact will cause and keep the corrosion process going continuously. Secondly, when reinforcin; /archives//html/Towertalk/2006-07/msg00214.html (10,709 bytes)
4. Re: [TowerTalk] Welding re-bar, preventing corrosion (score: 1): Author: Red <RedHaines@centurytel.net>; Date: Fri, 07 Jul 2006 22:46:38 -0500; Both will rust, outside the concrete. The alkalinity of the concrete will delay corrosion of the steel inside the concrete, but this protection will be lost if there is an opening below ground that p; /archives//html/Towertalk/2006-07/msg00223.html (9,711 bytes)

Current List: 1 - 4
Page: [1]