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Old 16-09-2009, 06:54 PM
thunderchildobs
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Join Date: Dec 2006
Location: Ipswich, Qld, Aust
Posts: 639
Plans for a Paramount ME pier wanted

Hi All

I am looking for plans and suggestions for a pier that can handle a Paramount ME and a telescope in the Celestron C14 / 14inch Meade ACF OTA class.

I have a minor problem with the current observatory which is that the concrete pad the observatory sits on seems to move over a period time. The black soil expands and contracts depending on the weather , rain or dry. This means every couple of months I need to make minor adjustments to the tripod the scope sits on. This means the pier must allow for easy adjustments to keep it level.

I am also looking for someone who could build and possibly help me install the pier. I am in SE Qld.

I haven't decided on the scope at this time.


Brendan
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Old 16-09-2009, 09:05 PM
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Bassnut (Fred)
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Join Date: Nov 2006
Location: Torquay
Posts: 5,065
Hi Brendon

I made a simple concrete pier shown here http://fredsastro.googlepages.com/observatory that wasnt designed for a PME, but works fine with one. As here
http://fredsastro.googlepages.com/nebulae.

You dont really have to have "Plans" as such, just make sure you get the pier adaptor plate and set bolts into the pier to suit.

Its not hard to make either, sure you cant do it yourself ? ;-).

One thing you cant have with a PME though, esspecially with a PME, is a pier that moves at all, you need to fix that. Remove or make a hole in the slab and dig a hole, a big one for a pier base.

The reason I say that is, one of the joys of a PME, because of its pointing accuracy, is all the fancy tools that come with it to make it allways point exactly where it should, night after night. Just power up and go, no syncing, just take pics.

Tools include Tpoint, Tpoint mapper, Aquire star (for auto focusing using plate solving) polar aligning and other modeling tools.

To automap a full Tpoint map, and polar align to a few arcseconds is not a trivial excersize, and can take several hrs, not something you want to do on a weekly basis, and you would have to if the slab is moving at all, especially at 3m plus FLs.

You dont have to go this far off course, but thats the whole point of having a PME, and paying for it, so you can go the last mile and get it so smick it hurts ;-).
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