Steel Building Foundation Using Helical Piles to Solve for Bad Soil

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  • Опубліковано 30 лис 2024

КОМЕНТАРІ • 24

  • @rhether
    @rhether 19 днів тому

    I just had three installed for my 12 X 16 deck, I think I am well supported :)

  • @chrislawless3071
    @chrislawless3071 Рік тому +3

    Thanks for a fantastic video and congratulations on having such a great business - your customers are obviously very happy. We do something similar over here in the UK 🏴󠁧󠁢󠁷󠁬󠁳󠁿 you guys are an inspiration 👍🏻

  • @BabakDK
    @BabakDK Рік тому +1

    Thanks for a fantastic explanations 👍

  • @jimallen8238
    @jimallen8238 Рік тому

    I was all excited about using helical piles on an upcoming residential build - until I realized they have a finite lifespan of 75-100 years. That might sound like a non-issue to most, but I have a hard time as a builder committing to a home that will fall apart on cue. Its almost like planned obsolescence. I live in a town with old school buildings that are 100 years old that are being converted to apartments. All the work is internal remodeling. The structure is very stout and strong and should last another 100 years. I envy that.

    • @goliathtechutah771
      @goliathtechutah771  Рік тому +1

      It isn’t that they have a lifespan of 100 years, it is 100 years before the galvanization starts breaking down at all in severe habitats.

  • @genevelis6075
    @genevelis6075 2 роки тому +5

    What about rusting metal in Helical piles with time? It subjected to water, wet soil, acid and alkaline environment, etc.

    • @goliathtechutah771
      @goliathtechutah771  2 роки тому +4

      Each helical pile from GoliathTech has been hot-dip galvanized. Even exposed to water and elements, the galvanization is rated 80 years.

    • @alibarrfilmz
      @alibarrfilmz 2 роки тому +2

      This is a good question. I wondered how long a concrete foundation is guaranteed and I found this: "While most contractors warrant the installation for a year, most manufacturers guarantee their products for five to 10 years." Mr. Google

    • @goliathtechutah771
      @goliathtechutah771  Рік тому

      All our piles are hot dip galvanized and conform to ASTM A123.

    • @genevelis6075
      @genevelis6075 Рік тому

      @@goliathtechutah771 I know that. So what?

    • @chrs1212
      @chrs1212 Рік тому

      Now that you're embedded into bedrock layers, you are now tapping into any kind of seismic activity.
      Yes you can support extreme loads, but aren't you introducing yourself to a whole new plethora of other problems?!

  • @stephenbonin3049
    @stephenbonin3049 6 місяців тому

    This lady really seems to know her stuff,interesting.

  • @l0I0I0I0
    @l0I0I0I0 Рік тому +2

    I love your logo. Where do you get your heli anchors?

    • @goliathtechutah771
      @goliathtechutah771  Рік тому +1

      Thanks. GoliathTech is a franchise. GoliathTech Inc. manufactures the piles out of Magog, Quebec.

    • @l0I0I0I0
      @l0I0I0I0 Рік тому

      @@goliathtechutah771 ty!

  • @prilep5
    @prilep5 Рік тому

    I love her smirk at beginning. She looks like UFC fighter

    • @goliathtechutah771
      @goliathtechutah771  Рік тому +1

      Thanks! I would love to fight in the UFC. Unfortunately, my pile driving is limited to helical piles and not people.

  • @marcocasillas5023
    @marcocasillas5023 Рік тому

    What's what's the average cost to go

  • @marcocasillas5023
    @marcocasillas5023 Рік тому

    What's the average cost to go 50 feet down with the medium size

    • @goliathtechutah771
      @goliathtechutah771  Рік тому +3

      For most decks average cost is 450. For a pile that has a load capacity of 34K lbs to go 56' it would be about 2900 each.

  • @crosisofborg5524
    @crosisofborg5524 7 місяців тому

    Wouldn’t frozen ground give false torque readings?

    • @goliathtechutah771
      @goliathtechutah771  7 місяців тому

      If we didn’t install past the frost depth it definitely could. That is one of the reasons we are required to be below frost depth.
      Additionally, the KT factor is the factor in which the skin friction has against the pile. Part of the calculation to determine the load the pile can hold reduces the torque achieved by the surface area that could be adding resistance. Through this calculation we have a load that is based primarily by the torque against the helix at the end of the shaft.

  • @handytbutler7380
    @handytbutler7380 Рік тому +1

    was tryig to invest in a much smaller machine for decks and small buildings in western new york but all i found was a company out of canada that sells them and they wanted 5k a year just to be able to buy materials. didn't work for me but i love the concept and hope it comes this way soon.

    • @goliathtechutah771
      @goliathtechutah771  Рік тому +1

      We do have reps in New York. You can check to see if someone covers your area. www.goliathtechpiles.com/find-a-certified-installer