Darren
Veteran Member
- Joined
- Feb 16, 2002
- Messages
- 1,038
- Location
- WVa
- Tractor
- Kubota L3710, Ford 5600, Case MB4/94, Kubota B6200
I'm planning to work on a cistern this summer. A couple of years ago my neighbor leveled out a place on the hillside. After that I dug out a pit 50' long 15' wide and 13' deep.
The location is not easy to access. Getting the excavated material off the hill was the worst part of the job. This summer the plan is to clean out the excavation and begin the cistern itself.
I'll have an engineer design the walls to avoid problems. the plan is to clean out the excavation. Go deeper for more capacity if I can. Pour a mud slab to work on to layout the slab rebar. Pour the base slab. Build the walls out of 12" block using durawall in each horizontal joint and rebar in the cells as required.
After three levels are up and sufficient time has passed, the cells will be filled with concrete using pea gravel as aggregate. Then the next three levels will be laid, etc. This will continue all the way up.
When the walls are complete, Q deck and perimeter formwork will be used to support the pour for the top slab. Now the problems.
Since the site is inaccessible to a concrete truck, all of the concrete will be mixed on site. I've got that figured out.
Getting the concrete into the hole for the mud slab and the base slab is my major problem. I'm looking for ideas.
Two that I've considered are using an excavator with a concrete bucket or trying to find a small concrete pump (which doesn't exist in this area). That's were I need some ideas. I'd like to find the cheapest way of moving that concrete.
The location is not easy to access. Getting the excavated material off the hill was the worst part of the job. This summer the plan is to clean out the excavation and begin the cistern itself.
I'll have an engineer design the walls to avoid problems. the plan is to clean out the excavation. Go deeper for more capacity if I can. Pour a mud slab to work on to layout the slab rebar. Pour the base slab. Build the walls out of 12" block using durawall in each horizontal joint and rebar in the cells as required.
After three levels are up and sufficient time has passed, the cells will be filled with concrete using pea gravel as aggregate. Then the next three levels will be laid, etc. This will continue all the way up.
When the walls are complete, Q deck and perimeter formwork will be used to support the pour for the top slab. Now the problems.
Since the site is inaccessible to a concrete truck, all of the concrete will be mixed on site. I've got that figured out.
Getting the concrete into the hole for the mud slab and the base slab is my major problem. I'm looking for ideas.
Two that I've considered are using an excavator with a concrete bucket or trying to find a small concrete pump (which doesn't exist in this area). That's were I need some ideas. I'd like to find the cheapest way of moving that concrete.