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2,029,018 Views ā€¢ Jul 12, 2024 ā€¢ Click to toggle off description
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Views : 2,029,018
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Uploaded At Jul 12, 2024 ^^


warning: returnyoutubedislikes may not be accurate, this is just an estiment ehe :3
Rating : 4.757 (3,889/60,023 LTDR)

93.92% of the users lieked the video!!
6.08% of the users dislieked the video!!
User score: 90.88- Overwhelmingly Positive

RYD date created : 2024-09-15T16:37:14.064568Z
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YouTube Comments - 3,583 Comments

Top Comments of this video!! :3

@byotshorts

1 month ago

More product info linked in bio under ā€œBYOT Linksā€ if interested. Thanks for watching!

123 |

@SoL600rr

2 months ago

Would love to see how much settling they do after about 15 years of water erosion and rust

6.4K |

@HillBillyHarry99

2 months ago

Looks like galvanized pipe and i dont know about yall guys but galvanized in dirt around here does not last long at all.

1K |

@dougzwaan925

1 month ago

In Canada , the ground freezes and can heave up and down with the seasons. That's why we pour concrete to below the frost line. It doesn't move with freezing/ unfreezing. No thanks , will do without this.

45 |

@richardr5013

2 months ago

And when the pipe hits a giant ass rock then what

2.7K |

@JohnCoffins

2 months ago

I do house foundations for a living and I am not worried at all about this product because nobody is gonna buy it

2.1K |

@kindlin

1 month ago

As an engineer that personally inspected almost 100 pier installations, I see a number of problems here:
1. The top 5-6-ft of soil can be super variable, and may or may not have much load bearing capacity. Those pipes do start to get down a couple feet, but I would feel a WHOLE lot better if they were about TWICE as long.
2. Going deeper you have a much higher chance of hitting more and larger rocks and barriers (like dense clay), and I see no way to cap off a pipe.
3. Also, the pipes seem to work in a kind of flexural bearing on the pipes, not direct bearing, tho it is stable when all working together, the basic design requires some thought.
4. And finally, and not least importantly, the rams to install those costs money (rent or own), need to be hauled around, and can break down (seen it happen multiple times).

90 |

@danielwood3646

1 month ago

Guys who build 2-3 decks a week are working on deck 2 while deck 1 has the concrete setting. This is for DIY homeowners with extra cash and rock free yards.

175 |

@markmaker2488

2 months ago

Not a bad idea but how does the inspection guy know that a dodgy contractor hasnā€™t cut the pipes in half before hammering them in because the ground is too hard or they hit a rock etc?

Edit: apparently thereā€™s a cone on the end of the pipe.

961 |

@AlwaysBolttheBird

1 month ago

$350 for one? Iā€™ll stick to concrete that cost like nothing

44 |

@anthonyromano8565

2 months ago

If driving a rod in the ground was that easy then digging would be easy.

436 |

@koreyjeffers6963

2 months ago

You're forgetting one thing. Concrete is dirt cheap

5K |

@andrewallason4530

1 month ago

Been doing this in Tasmania for over 25 years! All steel 50mm (2ā€) internal diameter, three pieces around 20cm (8ā€) long each, welded around the outside of a fourth piece, then the unit is hot-dip galvanised. The unit is placed in a hole about a spade depth, and three rods are driven in through the splayed tubes, using a modified jackhammer.

1 |

@QsPracticalNonsense

1 month ago

This SEEMED genuinely interesting until I saw the price, obviously, this was not going to be approved for anything bigger than an average deck but who on earth would pay this much? Concrete is so cheap

332 |

@Ozzypup1

2 months ago

Doesnt take long to dig holes if you have a powered hole auger. And I bet concrete is a lot cheaper then these things are.

612 |

@calpauly310

1 month ago

This makes so much sense! As a structural engineer, I love this option and can understand it having some haters.

1 |

@jnhook8086

1 month ago

Three words...
PRICE
ROCKS
RUST

705 |

@trevorhood6002

2 months ago

Wish ground rods went in that easy...try that in rocky ground

429 |

@TheMattwasherein1992

1 month ago

Ok 2 cents from a geotech engineer here.

If you have a geotech report that i have written and it asked for the end bearing of the footings to be... lets say 200kpa in clay or whatever the natural soil is right?

When i come out and inspect the footings to sign them off you need to dig a hole that the head of your fancy contraption is on the end bearing material specified in my report. I need to confirm the material the footing is on.

Your plan then is to drive steel rods with a hand held jackhammer past 200kpa soil which will get stiffer the deeper you go? Fat chance. These pier holes will normally dug with an auger on a 5 - 7 tonne excavator.

If you say "no the rods are in the material in your report" i will say "prove it".

And before anyone gets up me about asking "well with screw piles you dont see the material at the bottom of the hole" my answer is the piling rig mesures the torque reqiured to turn the piles. The material will have a torque value.

Your jackhammer have a torque gauge?

285 |

@apex107lrp

2 months ago

He's also forgetting that large parts of the country do NOT have sandy, rock-free soil everywhere going 3 feet down.

224 |

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