Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations GregLocock on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

High Elevation Walkway Connections 2

Status
Not open for further replies.

shesanEIT

Structural
Dec 7, 2015
17
I am working on a high elevation platform/walkway connecting two vessels. I am looking for examples, input, or advise on the best connections for the job.

For different elevation platforms I've seen stairs hinged at the top, then free at the bottom to allow for twist, sway, etc. however, the client wants some walkways at the same elevation.

I know slotted connections and over sized bolt holes can allow for movement, but for this project we are up 200 feet in the air, with some pretty good sway and deflection (and I have read about the failures with slotted connections).

I was also advised to rest the walkway beam on another member and leave a gap equal to the addition of the lateral movement in each vessel (and if over 1", provide a plate on top) and the metal on metal will allow movement. But what about vertical movement? Twisting? I need a connection that will allow and withstand all of it.

Thanks for any input!
 
Replies continue below

Recommended for you

Don't depend on slotted connections. Sounds like an application for guided slide bearings on one end.
 
Thanks @hokie66
Are you suggesting the other end be free to allow for twist and lifting? Guided slide bearings only allow for movement in one direction, correct?

 
Some years ago, I designed a lengthy, level, elevated walkway between to two independent units at an electric generating station. During operation, movement / vibration of the two units is significant. One end of the platform is fixed (bolted) the other end rests on PTFE (Teflon) slide-plate bearings - as hokie66 mentioned. The plates support the platform and allow longitudinal movement and limited horizontal / vertical displacement. I put steel guides adjacent to the walkway beams to prevent these beams from sliding off the side of the Teflon plates or if any uplift occurred. Don't know if it is still in use, but I do know it provided 15+ years of satisfactory service.

Here is a link to info on this type slide-plate bearings: Link

[idea]
[r2d2]
 
Thanks very much for the details @SlideRuleEra. Seems like a simple solution!
 
We've done similar with the ptfe coated plates but used fabricated pins with restrainer plates in the slotted holes in lieu of bolts. I remember using 3 inch diameter pins on one walkway. The pins can be as big as you need and can be designed for uplift.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor