Previous Thread
Next Thread
Print Thread
Rate Thread
odd rigging question #17058 10/14/08 12:43 AM
Joined: Jun 2007
Posts: 48
B
bloveland Offline OP
Member
OP Offline
Member
B
Joined: Jun 2007
Posts: 48
our company has just cut a hexagonal gazebo out of cypress.
rafters-6x10
plate-8x8

it would be incredibly awesome if we could assemble the roof system (rafters, plate, and boss pin)on the ground and T&G it on the ground and then find a way to rig and then fly it as a unit.

I was wondering if any one has used any sort of extremely heavy duty screw or eye hook for this type of application? Max weight of pick should be somewhere around but possibly below 9000lbs. by using several of these theoretical screws we could get the pick per screw weight to around 1500lbs.(at least that is the thought)

if this sort of thing has not been done before and is just a dream then we thought we could just leave off the bottom 7 or 8 courses of T&G and just rig to the plate and apply the bottom courses once flown. However, the structure is going to be sitting on a floating dock(I know..."wtf",right?) and we don't really know about the dock. will it be like raising a frame on the titanic? so the least amount of time on the dock the better.

let me know what you guys think and if it is just a pipe dream or not.

thanks
bloveland

Re: odd rigging question [Re: bloveland] #17063 10/14/08 10:22 AM
Joined: Dec 2007
Posts: 1,882
T
TIMBEAL Offline
Member
Offline
Member
T
Joined: Dec 2007
Posts: 1,882
Not being an engineer, the first thing that comes to my mind is, I wouldn't trust a screw type of eye hook to carry that kind of load. A through bolt with nut and washer arrangement, and even that you would want the proper size and strength stuff.

This past weekend we moved a 12x16 shed. This is how we handled the roof. Something like this would be my first choice, Maybe not the best but an option. Tim
[img]http://[IMG]http://i349.photobucket.com/albums/q393/timber500/100_2111.jpg[/img][/img]


Re: odd rigging question [Re: bloveland] #17065 10/14/08 11:21 AM
Joined: Nov 2003
Posts: 687
G
Gabel Offline
Member
Offline
Member
G
Joined: Nov 2003
Posts: 687
Hey Ben,

I would look at using needles, like Tim suggested.

Otherwise, there are certainly heavy duty eyebolts that will take 1500#, but you won't get them at the hardware store.

A quick google search yielded this site.

I still wouldn't feel comfortable using anything under 3/4".

let us know how ya'll make out.

Re: odd rigging question [Re: Gabel] #17067 10/14/08 10:28 PM
Joined: Jun 2007
Posts: 48
B
bloveland Offline OP
Member
OP Offline
Member
B
Joined: Jun 2007
Posts: 48
thanks guys,
Steven had checked around as well and found the very same suggestion as timbeal suggested. So were are settled then.
Gabel I will try and send you guys some pics when we raise this thing. May be a while.
thanks again.
ben

Re: odd rigging question [Re: TIMBEAL] #17369 11/18/08 03:43 AM
Joined: Nov 2008
Posts: 32
B
bub4e Offline
Member
Offline
Member
B
Joined: Nov 2008
Posts: 32
Here is video of an impressive pick that was orchestrated flawlessly by Tom Bowles. The rigging for the roof was similar to TIMBEAL's. http://bigtimberworks.com/about/clocktower


Moderated by  Jim Rogers, mdfinc 

Newest Members
Bradyhas1, cpgoody, James_Fargeaux, HFT, Wrongthinker
5137 Registered Users
Powered by UBB.threads™ PHP Forum Software 7.7.3
(Release build 20190728)
PHP: 5.4.45 Page Time: 0.039s Queries: 15 (0.007s) Memory: 3.1366 MB (Peak: 3.5814 MB) Data Comp: Off Server Time: 2024-05-02 17:39:00 UTC
Valid HTML 5 and Valid CSS