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Mike Cantrell wrote:
Joe Rheingans wrote:Mike,
I still have the parts files and have had several quests for the parts. Current cost is $ 285.89 plus shipping for the sheet metal parts.
Can you send me a parts list for the additional parts that you sourced locally? Can you give me a call when you have time?
Joe
ECS Corp
Tom Connolly wrote:Have you seen plans for a press that uses hydraulic pressure? Can this be modified to make bricks of different sizes?
Taylor Anderson wrote: On this last page of the plans, can you give dimensions for where the holes are located [from the edges]? It only shows the diameter.
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Tom Connolly wrote:Have you seen plans for a press that uses hydraulic pressure? Can this be modified to make bricks of different sizes?
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Mike Cantrell wrote:And, here's the plans:
...
Mike Hegar wrote:Great info here! I'm actually looking for the cinva ram plans in metric units! Anybody out there have that available?
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Mike Cantrell wrote:Well, you could wing it, or I could make a video of tear-down and reassembling, which would show all the welds.
Lucky for you, I took the week off work, and making such a video might just be in the cards. No promises.
Eric Northeast wrote:Do you have the DXF or sketchup files for these plans? I may make one at some point at TechShop DC Arlington. I don't really have a use for one, I just want to build it and try it out. Anyone in the DC area interested in one of these?
Alberto Gonzalez wrote:Dear Sirs
I'm building a machine with a hydraulic piston and let me know how many inches or centimeters must press
That is, how much to raise the bottom plate.
thank you very much
best regards
Alberto
Argentina Patagonia Chubut
Mike Cantrell wrote:
Alberto Gonzalez wrote:Dear Sirs
I'm building a machine with a hydraulic piston and let me know how many inches or centimeters must press
That is, how much to raise the bottom plate.
thank you very much
best regards
Alberto
Argentina Patagonia Chubut
I'll try to go measure for you in the morning!
Chris Contreras wrote:I am very excited and interested in this but I have some questions.
1- Do the bricks have to be fired to be cured?
2- What is the curing time?
3- Will water destroy/deteriorate the bricks? (Is it like a normal fired brick or will it wash away?)
4- Is it feasible to build a dwelling structure using CEB? If so will it pass NC building codes?
5- Has anyone made an interchangeable mold cavity for the machine so that multiple molds can be used in the same press?
Thank you in advance for the input on any or all of these questions!
Mike Cantrell wrote:
Hi Chris!
I'm going to assume you meant questions about my process, rather than Alberto's.
Here's a good start:
Wikipedia
1. No. CEBs are like "green bricks"- they're unfired.
2. If you don't mix anything else in, then curing time = drying time. Depending on the weather, it's a few days.
3. Yes. These are susceptible to water. People do different things to mitigate that. I've tried adding 10% portland cement, and found it to make bricks that are QUITE waterproof. I've destroyed a few with freeze/thaw spalling, but not just water.
4. Yes. Lots and lots and lots and lots of building have been built with CEBs. Practically all the buildings at the Auroville Earth Institute are CEB built. Midwest Earth Builders in Wisconsin is making CEB buildings professionally. As far as North Carolina's building codes, I sure don't know. There are sections is most model building codes for adobe. These, being unfired clay bricks, would be subject to the codes that talk about adobe.
5. Yes they have, but I think it's only been done on hydraulic machines, not mechanical pressers. I can't seem to put my finger on a link right now.
He is really smart. And a dolphin. It makes sense his invention would bring in thousands of fish.
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