Epoxy Coated Rebar - Wastewater Treatment Concrete Tanks
Epoxy Coated Rebar - Wastewater Treatment Concrete Tanks
(OP)
I am designing concrete tanks for a human wastewater treatment facility. Would you use epoxy coated bars in the concrete for a tank containing human wastewater? ACI 350R-89 states that the concrete does not need to be protected from human wastewater but does not mention anything about the rebar. The previous section states that the rebar is well protected when cover requirements are followed. I am assuming then that epoxy coated rebar is not required. The new ACI 350-01 and -06, ACI 350.2-04 and ACI 350.4-04 do not address wastewater treatment facilities and whether epoxy coated bars are necessary. What do you typically do in human wastewater treatment facilities?






RE: Epoxy Coated Rebar - Wastewater Treatment Concrete Tanks
RE: Epoxy Coated Rebar - Wastewater Treatment Concrete Tanks
RE: Epoxy Coated Rebar - Wastewater Treatment Concrete Tanks
RE: Epoxy Coated Rebar - Wastewater Treatment Concrete Tanks
How does the epoxy coating affect the bond with the rebar, do lap and anchorage lengths need to be increased?
RE: Epoxy Coated Rebar - Wastewater Treatment Concrete Tanks
RE: Epoxy Coated Rebar - Wastewater Treatment Concrete Tanks
Epoxy coated rebars are no good even if you have scratch in the coating.
RE: Epoxy Coated Rebar - Wastewater Treatment Concrete Tanks
I focus more on rebar coverage, concrete mix design, and control of crack sizes.
RE: Epoxy Coated Rebar - Wastewater Treatment Concrete Tanks
http://www.graniterock.com/tn723.html
http://www.nrmca.org/P2P/ci2809bickley.pdf
htt
http://eng.lacity.org/techdocs/str-man/h-400.pdf
http://ww
RE: Epoxy Coated Rebar - Wastewater Treatment Concrete Tanks
"Even a small scratch in the coating may render the epoxy coating worthless."
RE: Epoxy Coated Rebar - Wastewater Treatment Concrete Tanks
RE: Epoxy Coated Rebar - Wastewater Treatment Concrete Tanks
RE: Epoxy Coated Rebar - Wastewater Treatment Concrete Tanks
Galvanising works great with atmospheric or salt corrosion but with many other types of corrosion it is of no help at all.
vincentpa,
It is worth looking into, but I doubt it would help in this situation.
csd
RE: Epoxy Coated Rebar - Wastewater Treatment Concrete Tanks
www.gerdauameristeel.com/zbar
We are using plain deformed steel rebar for the WW treatment tanks. The constituents aren't too bad and we are specifying Type II cement with Fly Ash for the sulfates which will be present. I believe the extra cover provided as per ACI 350 and the alkalinity of the concrete provide enough protection for the rebar.
The cost of the epoxy is just too much; not to mention the quality control it takes to touch-up damaged bars. I don't believe we get what we pay for when we use epoxy coated bars because they are not touched-up like they should be and like JKW05 and shin25 write, they corrode faster when they are damaged. In PENNDOT work, all rebar is epoxy coated for use in bridge decks. There is an construction inspector to look at every piece of rebar and touch it up if necessary and they are still not 100% effetive in doing so. Look at PA bridge decks. Horrendous! I agree with JedClampett that epoxy bars are generally not worth the cost.
Cathodic protection is too expensive for the client. They are cheap. I'm not sure if it is necessary here anyway. It seems there are many WW treatment plants in operation a long time without the use of any protection for the reninforcing steel.
Thanks to all for their input. I appreciate it.
BTW. Have you noticed the amount of posts about concrete tanks and ACI 350? That tells me something about the job ACI is doing for Code 350. The recommendation 350.2 and 350.4 aren't the best either. It seems to me that there are too many people doing too many different things and there is no set design methods and no easy to follow prescriptive code references. Have you read ACI 350-06? They have muddied the waters even more. Now we have to calculate the Sanitary Factor based on the service stress. This creates several more steps and much more engineering time. What are they thinking???????
RE: Epoxy Coated Rebar - Wastewater Treatment Concrete Tanks