pwht1
Structural
- Oct 29, 2008
- 98
Could someone please provide a reference to some literature or advice on the use of acidic/low pH epoxies in concrete to anchor steel bolts.
On a project currently under construction the builder wanted to use a different epoxy to the one I had specified. According to the manufacturer (They contacted me and I reviewed their technical data) the proposed epoxy met all of the structural load requirements, thus I approved its use. That was 2 weeks ago, today I was reviewing some of the manufacturers data sheets (just to fill in some time) when I stumbled across the corrosion report and it had an acidic pH. I'm a little concerned as the building is also in a coastal environment and there are high uplift loads under wind action.
Any advice would be appreciated.
Thanks,
Paul
On a project currently under construction the builder wanted to use a different epoxy to the one I had specified. According to the manufacturer (They contacted me and I reviewed their technical data) the proposed epoxy met all of the structural load requirements, thus I approved its use. That was 2 weeks ago, today I was reviewing some of the manufacturers data sheets (just to fill in some time) when I stumbled across the corrosion report and it had an acidic pH. I'm a little concerned as the building is also in a coastal environment and there are high uplift loads under wind action.
Any advice would be appreciated.
Thanks,
Paul