8,436 views ·
25 replies
8k views
25 replies
Tear down load-bearing concrete wall
Ah exactly! That sounds reasonable.henke_benke said:
I've been looking around a bit both on this forum and others, and didn't really make sense of all the options.
But I'm going to call a friend who works as a concrete driller and ask him what he recommends =)
Do you have suggestions? =)
Aha, that's how you're thinking!Jarlingar said:
But I will probably do the demolition myself!
Of course, there are additional costs for any materials, but that's the case whether or not the opening is made.
That's how I think anyway!
unfortunately, then justus will just write that you're wrong.S sussens said:
make sure to cover everything in plastic, otherwise, you'll get dust all over the house.
If it's slaggblock or hålsten, rent a Hilti VC-20 and a TE-1000, don't forget a TE DRS-B too 
If you're going to saw down the wall, you might as well purchase the entire service.
//professional concrete driller
If you're going to saw down the wall, you might as well purchase the entire service.
//professional concrete driller
I personally think the TE-1500 (just 4 joules more) but I think it hits betterJarlingar said:
For this job, the TE-1000 is better suited due to its lower weight. It is also slightly shorter.
The impact energy makes no practical difference here.
However, it vibrates a lot compared to the TE-1000..
It matters less for someone who only needs to do a single job in that case..
The impact energy makes no practical difference here.
However, it vibrates a lot compared to the TE-1000..
It matters less for someone who only needs to do a single job in that case..
for a private individual who hasn't handled one before, the TE-800 is better. however, if you have used jackhammers before, then as mentioned, 1000 or 1500 is preferable.Jarlingar said:
Member
· Blekinge
· 10 117 posts
As for the span length of the steel beam, it is probably the compressive strength of the betonghålsten that determines it. Assume 5 MPa for betonghålsten. You already have a value for the support reaction.
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