Prototype toplink
Hi all,
My project is nearing completion, at least in a prototype configuration. At present I am working on getting the toplink in place. This was a little difficult as initially I had no idea just how high up or far back the toplink should be. Eventually, I reverse0enginered the deminsions from my subsoiler and used a 4x4 for the toplink. I noticed a couple of questions as to why I used wood instead of steel for this build. The answer is simple: I have a fair amount of wood lying around, and the 4x4's were cheap. Furthher, I have lots of experience with and tools for working with wood. I have almost no experience working with metal. I decided that the 4x4 stock would be plenty sturdy. Finally, I don't think I will be needing any additional weight.
I attached a couple of pictures of the new toplink. I am going to disasemble it tonight and rebuild it--this time with more metal connectors--90 degree arms, hurricane clips and some heavy lag and carrage bolts. As it stands right now, the actual connection for the toplink is too weak. I think that again, I will use 4x4 stock for the mounting.
In these pictures, I used eyebolts as they seemed to me to be the only piece of hardware I am familiar with that would hold the stresses asociated with its basic function. I realize that I am limiting myself to woodworking hardware (I also realize that the 2x2 if FAR too lightweight for the job.) but I have had good luck in the past and a good sturdy eyebolt seemed tough enough for the task.
I would love any suggestions/hints/or warnings of defects. I still need to put in cross bracing, but please, let me know what you think. Thanks in advance.
Still, I attached a couple of pictures to get the basic idea. I hope you enjoy.
SI 2305 200CX, LX4, 5' grader blade, Subsoiler, Land Pride 60" RFM, 72" rake in the making