Bob Mehew
Well-known member
I have been away for the past week without internet connection so apologies for lateness in responding. I am not going to comment on chemistry apart from echoing the view that you should not use different materials in an anchor system. But if there is any concern about corrosion, then there are two possible solutions either use a corrosion resistant anchor system or else use a removable system, i.e an expansion anchor.
For information, BCA's E&T are investigating both High Corrosion Resistant Steel and Titanium resin anchor systems for possible use in sea cliffs etc but the work is only just under way. There has also been a very small amount of work done on expansion anchors. Whist some gave good axial pull out strengths (35+kN from memory), others did not. (The rock was not a problem in this work.) I think the comment about using expansion anchors in potential corrosive locations and taking them out after use is probably the way forward here. I have invited someone to come forward with a proposal to look at expansion anchors with BCA's anchor puller so we get some real data. But I don't expect that work to take place until later in the year / next year. (Volunteers always needed!)
And at the risk of diverging from the original thread, I would add that probably big (12mm OD) and deep (>100mm) holes are better than small and shallow. But beware, there is a mechanism with screwed down hanger that can dramatically reduce the strength of an anchor. ALWAYS make sure the hanger is tight up against the rock. If the hanger lifts off the rock surface, then the fulcrum shifts and magnifies (factor of two or so) the stress on the shaft of the anchor.
For information, BCA's E&T are investigating both High Corrosion Resistant Steel and Titanium resin anchor systems for possible use in sea cliffs etc but the work is only just under way. There has also been a very small amount of work done on expansion anchors. Whist some gave good axial pull out strengths (35+kN from memory), others did not. (The rock was not a problem in this work.) I think the comment about using expansion anchors in potential corrosive locations and taking them out after use is probably the way forward here. I have invited someone to come forward with a proposal to look at expansion anchors with BCA's anchor puller so we get some real data. But I don't expect that work to take place until later in the year / next year. (Volunteers always needed!)
And at the risk of diverging from the original thread, I would add that probably big (12mm OD) and deep (>100mm) holes are better than small and shallow. But beware, there is a mechanism with screwed down hanger that can dramatically reduce the strength of an anchor. ALWAYS make sure the hanger is tight up against the rock. If the hanger lifts off the rock surface, then the fulcrum shifts and magnifies (factor of two or so) the stress on the shaft of the anchor.