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  1. brianthegiant

    dry-packing when underpinning

    Yes, the golf ball test for water content in the older underpinning thread sounds straightforward enough. www.eng-tips.com/viewthread.cfm?qid=232821 I have some experience pushing cement into joints from Helifix installation (www.helifix.co.uk) I think I'll need to put a form on one side of...
  2. brianthegiant

    dry-packing when underpinning

    Thanks guys, very helpful. Yes it looks like non-shrink grout is widely available here in the uk as a dry powder. http://gbr.sika.com/dms/getdocument.get/60789a95-de17-3c9b-a7c4-00b7811aef23/SikaGrout%20212.pdf I was at first quite keen on this solution, but the detail looks problematic -...
  3. brianthegiant

    dry-packing when underpinning

    Also - I know this is probably also a dumb question, but I'm wondering why you can't leave a much smaller gap and pack it with a layer or two of slate as you would above a Lintel?
  4. brianthegiant

    dry-packing when underpinning

    The general wisdom when dry packing, seems to be to have a 3-4" gap between the top of the old concrete and top of the old wall, is there a compelling reason you cant go thinner - say 2 inches? If you trench under the wall on both sides, is it possible to ram the cement in from both sides and...
  5. brianthegiant

    Choosing setting for industrial residual earth fault trip

    I am using a residual earth fault trip which fits onto the incomer of a 3P&N 400A MCCB; it uses a core balance ct around the 3 phases, I'm not given ct values because it comes as a package; I just have to choose the earth fault trip setting eg 0.03A-5A & trip time (0.01s-1s). The 'load' is 230kW...

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