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  #21  
Old 02-03-2015, 11:40 AM
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h0ughy (David)
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I'd get the 'concrete boys' back asap to clean out the mess they left. Unreal...
that bit is to be covered in concrete
  #22  
Old 02-03-2015, 12:41 PM
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i have and its not wee slab either. hey been to Camden twice over the weekend - its like little italy there, as opposed to mangrove Greece all i have done is be the chauffeur
Speaking of Mangrove Greece and my slab, don't forget the RB Private Star Party (RBPSP) which will be held at a time most convenient to all attendees.
The 150 needs to air.

  #23  
Old 02-03-2015, 01:08 PM
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Speaking of Mangrove Greece and my slab, don't forget the RB Private Star Party (RBPSP) which will be held at a time most convenient to all attendees.
The 150 needs to air.

maybe the april lunar eclipse?
  #24  
Old 02-03-2015, 02:27 PM
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ZeroID (Brent)
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here is an example of what i have to work with. the concrete boys turned up got bogged and left. in their words they will return when it dries out. that may be never

also shows the soil - crud

i think i am going to risk it and do the big massive pour. it will either sink or swim need a big floating raft that is massive enough not to deflect. i think the titan will dampen things out for me. the whole setup also wobbled over at the other house? agggrrrhhhhhhh i feel like SHREK living in a swamp
Woah ! that is soft !!!
In that case pour your slab big and deep with plenty of rebo. I'd also dig deeper holes at the corners to try and get some stability.

Do you get flooded there ?

I think I'd also be getting my slab top surface above the general ground level just to stop any surface water intrusion.
  #25  
Old 02-03-2015, 03:22 PM
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maybe the april lunar eclipse?
You're on!

  #26  
Old 02-03-2015, 04:47 PM
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You're on!

i will RSVP to the RBPSP closer to the event
  #27  
Old 02-03-2015, 04:49 PM
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Woah ! that is soft !!!
In that case pour your slab big and deep with plenty of rebo. I'd also dig deeper holes at the corners to try and get some stability.

Do you get flooded there ?

I think I'd also be getting my slab top surface above the general ground level just to stop any surface water intrusion.
well we would get a great view of the 1:100 but the PMF is a lilo event indoors


um the PMF is the Probable Maximun Flood
  #28  
Old 03-03-2015, 01:58 PM
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well we would get a great view of the 1:100 but the PMF is a lilo event indoors


um the PMF is the Probable Maximun Flood
!!!! not good ... make your pier very TALL ... gives the term 'floating floor' a whole new meaning..
  #29  
Old 03-03-2015, 09:29 PM
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My pier is just bolted to the slab of my observatory. It is about 3m x 3m. My soil is pretty hard granite soil though. I sit on a chair next to the scope and have never noticed any movement in images if I move my chair.
  #30  
Old 03-03-2015, 10:52 PM
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My pier is just bolted to the slab of my observatory. It is about 3m x 3m. My soil is pretty hard granite soil though. I sit on a chair next to the scope and have never noticed any movement in images if I move my chair.
and that may be the difference
  #31  
Old 04-03-2015, 10:19 AM
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multiweb (Marc)
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that bit is to be covered in concrete
Ah ok, I was referring to the tire marks. I had a similar experience years ago. The concrete spindle reversed into my driveway and fubar the paving. Too heavy.
  #32  
Old 05-03-2015, 05:22 PM
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David, my experience of slabs and piers tells me that:

1. Those people telling you to separate the pier from the slab are right.
2. Those telling you the key to pier stability is depth are right.
3. Those telling you that the slab only needs to be 100 mm of concrete are right.

I would also encourage to to consider laying your mesh (before you pour the slab) on a base of capped soft drink bottles of the 1 litre kind. That will greatly reduce the thermal mass of the slab without reducing its stability.


Peter
  #33  
Old 05-03-2015, 05:33 PM
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I would also encourage to to consider laying your mesh (before you pour the slab) on a base of capped soft drink bottles of the 1 litre kind. That will greatly reduce the thermal mass of the slab without reducing its stability.


Peter
Ha, that sounds so clever
  #34  
Old 05-03-2015, 09:48 PM
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I do a separate centre section 900 deep x 1 x 1 on top then I leave a slight gap and then pavers for the floor. Works well.
Depends how large a scope you intend to mount as far as how large the central concrete will be. The larger/heavier the scope the bigger the concrete pier should be.

Pavers probably cool off a bit faster than a slab as well.

Greg.
  #35  
Old 09-03-2015, 11:45 AM
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because of the soil type I cant separate the slab. Basically I am building in a swamp - soft alluvial soil with very high clay content

the shed started today for forming up the slab- after the shed is done they will start on the dome
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Last edited by h0ughy; 09-03-2015 at 12:21 PM.
  #36  
Old 17-04-2015, 12:45 PM
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h0ughy (David)
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project update:
stairs to be built to access dome site.

then preparation of base of dome slab ready for pouring
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  #37  
Old 19-04-2015, 12:07 AM
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the stair sub project - almost finished thanks to my brother in law and my son - easier access to the dome location
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  #38  
Old 19-04-2015, 08:39 AM
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bkm2304 (Richard Brown)
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Originally Posted by h0ughy View Post
... Basically I am building in a swamp - ...
Thou know lad, ah built first 'servatry and it felt into swamp, so ah built second and it burned down then fell into swamp, and a third and it blew over, burned down and then fell into swamp, BOOOT, lad, the fourth one stayed oop!!

Last edited by bkm2304; 19-04-2015 at 11:19 AM.
  #39  
Old 19-04-2015, 05:53 PM
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... an' noo singin'!

The obsy is coming along nicely.
  #40  
Old 20-04-2015, 06:44 PM
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h0ughy (David)
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Thou know lad, ah built first 'servatry and it felt into swamp, so ah built second and it burned down then fell into swamp, and a third and it blew over, burned down and then fell into swamp, BOOOT, lad, the fourth one stayed oop!!
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