Notice: We request that you don't just set up a new account at this time if you are a previous user.
If you used to be one of our moderators, please feel free to reach out to Chris via the facebook Outerlimits4x4 group and he will get you set back up with access should he need you.
If you used to be one of our moderators, please feel free to reach out to Chris via the facebook Outerlimits4x4 group and he will get you set back up with access should he need you.
Recovery:If you cannot access your old email address and don't remember your password, please click here to log a change of email address so you can do a password reset.
replacing chassis rivets with high tensile bolts???????
Moderators: toaddog, TWISTY, V8Patrol, Moderators
replacing chassis rivets with high tensile bolts???????
Hey all;
60 series chassis with a little bit of rust in between the chassis where it is doubled over the rear spring hanger, so i need to take it apart to clean it up.
My question is am I able to remove the rivets, pull the inside steel out, clean up the rust and then replace the rivets with high tensile bolts?
Looked all over the net and only found one instance of it being done.
Thanks
Pony
60 series chassis with a little bit of rust in between the chassis where it is doubled over the rear spring hanger, so i need to take it apart to clean it up.
My question is am I able to remove the rivets, pull the inside steel out, clean up the rust and then replace the rivets with high tensile bolts?
Looked all over the net and only found one instance of it being done.
Thanks
Pony
yeah same (fcukin lot of work) you might have to drill the holes a little bit so the shank of the bolt is a real nice fit if your worried. otherwise just the biggest bolts you can fitD1cko wrote:not sure about 4x4 chassis but at work when we do chassis work and have to nock out rivets we replace them with 8.8 grade bolts. but thats on big trucks!
Wtb, 105 series rear tyre carrier, alloys and tyres.
Neat fit is the key, try not to get bolts with a thread all the way to the end, gert ones with a shank on them. This will take any of the flexing load that threads ar not designed for. threads are only designed for torsional load and potentially will wear down & cause the sections to work.Patroler wrote:no idea about roadworthyness, have to ring the guy whos gunna do the rwc.
As someone else said make sure the bolt/s are a real neat fit - otherwise it will load up one bolt more than all of them evenly
As far as legalities arte concerned as long as the repair is as strong or better than original then it will be OK.
Don't ask me, ask them. I'm just runnin for my life myself.
Well they are all following you...
No they ain't, I'm just in front...............
Well they are all following you...
No they ain't, I'm just in front...............
One thing you might think about..... as you remove each or a few rivets, drill them and insert bolt straight away. Work your way around all the rivets you wish to remove, till they're all bolted. Then remove all the bolts and do your chassis cleanup/repaint, then put it back together with the bolts. I know it will take longer but if you take all the rivets out at once, the chassis may spring to a slightly different shape making realignment difficult .. just a thought.



Show me the money..SHOW ME THE MONEY
http://www.aviaquip.com.au/bolts/MS21250REVL.pdf
Not all bolts are the same. i'm not suggesting you need to use bolts like these, but if you study these charts, you will notice that the grip lengths increase in small incriments. this is so that when a bolt is used in shear, you can use a length that is perfect for your application(does not place any shear stresses on the thread of the bolt, only on the shank.)
i am pointing this out more to illustrate that the fastener style, torques, hole positions, hole tolerances, washer type, grip length and thread lubricant/thread locking compound each have a great impact on the strength of any bolted connection. if you get each of these factors right in selecting your solution, you will be far less likley to have problems and any engineer that may have to look at your work will respect you.
jim
Not all bolts are the same. i'm not suggesting you need to use bolts like these, but if you study these charts, you will notice that the grip lengths increase in small incriments. this is so that when a bolt is used in shear, you can use a length that is perfect for your application(does not place any shear stresses on the thread of the bolt, only on the shank.)
i am pointing this out more to illustrate that the fastener style, torques, hole positions, hole tolerances, washer type, grip length and thread lubricant/thread locking compound each have a great impact on the strength of any bolted connection. if you get each of these factors right in selecting your solution, you will be far less likley to have problems and any engineer that may have to look at your work will respect you.
jim
Who is online
Users browsing this forum: No registered users and 1 guest