posted 10 months ago
Like Christobar says!
I did a fair bit of research into structure of domes a few years ago and I don't know the engineering terms, but the top takes the load and the nearly vertical struts take the expansion (holding its shape)
So in my case, a well cover design, concerned about snow load, I reinforced the top struts by doubling them up with longer connector bolts, and a really long one on top, in order to add a spire.
Mine is not buried so my first try uses two slightly damaged used commercial climbing domes bought dirt cheap, to get my measurements/ pattern that then can be multiplied by any ratio bigger or smaller to get the sizing I want for my own build.
Anyway the weak spot was the bottom struts -- if there is any heaving and rocks are finding their way to the surface as rocks will do, they can bend those struts especially at the point of connection (hubs).
My two slightly damaged domes make a sphere -- the access point being directly underneath, similar to an igloo.
As soon as you modify a section like a pentagon and put in a door, you weaken the whole thing considerably, but igloo style, if you access from underneath you can help retain structural integrity (think of mushroom -- thanks again to nature's ingenious designs that humans copy and tend to forget where credit is due)
When I get around to my second try, I will be using 1/2" rebar and oxy-acetylene -- Christobar, do you know if oxy is adequate for an above ground non load bearing application or ought I use arc? How about load bearing? I don't have my own arc welder, yet, but I do remember how to.
Myself I may very well do the rebar dome idea on the damaged south wall of my house, once I've gotten the load bearing problem resolved (half of the load of the roof). It's a very small hemlock house. Small is good! I want to install a half globe so it jutts out of the wall, and the top half gets high quality corrugated greenhouse plexy so I am very interested in your project.