exMKguy
Member
I'm trying to estimate the time it would take to break up a fairly massive concrete structure having 4'3" thick walls, 30' tall, basically a box with a 185 foot outside perimeter. Concrete is 4000-5000 psi but not reinforced. However, it is encased between 3" thick steel plates on the outer and inner sides and the plates are held together with struts of angle iron. Basically they used the steel plates for the form and poured the concrete between them. The steel plates are welded in about 5' lifts (6 rings). Cutting the steel off before breaking the concrete wouldn't be easy.
I figure I might be able to pulverize the concrete inside the plates, and break the struts off in the process and then muck out the rubble and then cut the plates out on the lift. I would use a 5000# hammer on an excavator that I have. But I'm guessing that it would be a bear to break the concrete inside the steel walls.
Seems maybe more efficient to remove one 5'vert by 10'Horiz steel plate on the inner wall and then break out the concrete around that opening and then remove the next inner plate and so on - (customer really does'nt want me free-falling concrete rubble but.....) constantly breaking towards the outer steel wall.
Or, another thought is to break out a 'pocket' where I removed the inner plate and then working my way back in between the 2 plates and around the perimeter breaking into the intact concrete from the just rubblized concrete. I'm preferring to work between the 2 steel plates and mucking out the rubble periodically since customer prefers that the rubble doesnt "free fall". Any thoughts as to practicality or either approach?
Now the $64,000 (or more) question - any where that I might find a production rate for something close to what I described ( 4'3"wide by 5' deep per layer)? I've not yet used a hammer to break up concrete so don't have a good feel for production. Your ideas and information sure would be appreciated.
Thanks.
I figure I might be able to pulverize the concrete inside the plates, and break the struts off in the process and then muck out the rubble and then cut the plates out on the lift. I would use a 5000# hammer on an excavator that I have. But I'm guessing that it would be a bear to break the concrete inside the steel walls.
Seems maybe more efficient to remove one 5'vert by 10'Horiz steel plate on the inner wall and then break out the concrete around that opening and then remove the next inner plate and so on - (customer really does'nt want me free-falling concrete rubble but.....) constantly breaking towards the outer steel wall.
Or, another thought is to break out a 'pocket' where I removed the inner plate and then working my way back in between the 2 plates and around the perimeter breaking into the intact concrete from the just rubblized concrete. I'm preferring to work between the 2 steel plates and mucking out the rubble periodically since customer prefers that the rubble doesnt "free fall". Any thoughts as to practicality or either approach?
Now the $64,000 (or more) question - any where that I might find a production rate for something close to what I described ( 4'3"wide by 5' deep per layer)? I've not yet used a hammer to break up concrete so don't have a good feel for production. Your ideas and information sure would be appreciated.
Thanks.