Slatted Tank - Support Pilars

Xiaomi

Member
Looking at putting up a slatted tank which will require a central support pillar to bridge the span (30ft x 30ft).

What is the best practice for installing these support columns and does it matter where the mixing point is in relation to it? I was hoping to put the mixing point in closest corner to the shed entry. Intention for this was to minimise the dead space behind the mixing pump.
Is there any effect of the pumped slurry on these pillars - I presume the sidewards force of the pumped slurry will have an effect of some sort.
 

e3120

Member
Mixed Farmer
Location
Northumberland
If it's only 30x30 with a pillar plonked in the middle, slurry will just flow round the outside and the pillar shouldn't be any bother/under strain.

A lot of years ago I remember a block-built one not holding a lot (part of the problem) going for a jaunt when mixing. Just make sure it's properly tied into the floor.
 

Xiaomi

Member
Thanks - I presume they need to be poured concrete and reinforced with re-bar? Could they be block built?
My concern (and I don't know how valid it was) was that the force of the slurry exiting the mixing pump would put a lateral load on the pillar which could cause collapse. So, as long as the tank is relatively full then it should be okay?
 

upnortheast

Member
Livestock Farmer
Location
Northumberland
Ours has 12 inch concrete pipes ( 2nds ) tied into the floor with rebar & filled up with concrete.
IMG_1170.JPG
 

e3120

Member
Mixed Farmer
Location
Northumberland
Ours were shuttered, 2 piece round moulds. Didn't seem any bother. Also saw them done with 4 x 2ft pans, back when whole tank was done the same way. When men were men...
 

Xiaomi

Member
Builder suggested a built pillar tied and centre poured - I've got a preference for the upnortheast implementation., but should be equivalent.

Does anyone have block pillars - apart from the one e3120 said that failed?
 
Last edited:

Bald Rick

Moderator
Livestock Farmer
Location
Anglesey
Builder suggested a built pillar tied and centre poured - I've got a preference for the upnortheast implementation., but should be equivalent.

Does anyone have block pillars - apart from the one e3120 said that failed?

Don’t use block as you need a round pillar to allow slurry to flow.

You can buy cardboard formers from a company in Essex or you could use twin wall but it has to be big enough to take the beam.
Make a skeleton of weld mesh for the interior of the pillar and double mesh the concrete directly under each pillar. There is a lot of weight bearing down on them especially if you are using 15’ slats.

If I remember, I will put up some pics which explain better than text
 

zyklon

Member
Livestock Farmer
Haven’t seen tanks done with pillars in years. Thing of the past around my way. A complete nightmare to erect and of no benefit. Walls are a far better job and tank mixing is simple. Any large pillar tanks around me have had air bubbler mixing systems fitted due to mixing issues.
 

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