Avatar

Please consider registering
guest

sp_LogInOut Log In sp_Registration Register

Register | Lost password?
Advanced Search

— Forum Scope —





 

— Match —





— Forum Options —





Minimum search word length is 3 characters - maximum search word length is 84 characters

sp_TopicIcon
Stand Pipe / Water tank
November 1, 2006
5:14 PM
Avatar
Member
Forum Posts: 155
Member Since:
October 24, 2006
sp_UserOfflineSmall Offline

Heres the results. Sorry but i cant believe the lowest bid . What do some companies know that i dont? doug

Low Bidders:

1. Iseler Demolition
71231 Burlison Lane - Romeo MI 48065
Phone:(810)752-7335
$8,900

2. J&C Demolition

$9,500

3. Chabots Construction
PO Box 660 - Greene ME 04236
Phone:(207)946-5797 Fax:946-2736
$17,500

4. McAtee Excavation Inc
106 Pond Road - New Gloucester ME 04260
Phone:(207)926-6060 Fax:926-5909
$24,100

5. T Buck Construction
249 Merrow Road - Auburn ME 04210
Phone:(207)783-6223 Fax:783-3970
$27,901

6. Almighty Waste
712 Washington Street - Auburn ME 04241
Phone:(207)782-4000
$42,000

7. Portland Diversified Svcs
PO Box 1869 - Portland ME 04104
Phone:(207)856-5660 Fax:856-5662
$48,895

November 1, 2006
10:55 AM
Avatar
Member
Forum Posts: 155
Member Since:
October 24, 2006
sp_UserOfflineSmall Offline

We didnt get the water tank demo. Can anyone guess how much it went for ? (without looking it up) We were #4 out of 7 bidders. I will post the info tonite. doug

November 1, 2006
4:23 AM
Avatar
Member
Forum Posts: 155
Member Since:
October 24, 2006
sp_UserOfflineSmall Offline

Thank you, i did find the weights of steel , but i had misfigured the square footage. I was using the 30' diameter not the circumference of the tank. Theres quite a bit more steel than i thought. Waiting for the bid opening. doug

October 31, 2006
9:08 PM
Avatar
New Member
Forum Posts: 1
Member Since:
October 31, 2006
sp_UserOfflineSmall Offline

Actually, given your dimensions, the surface area of the tank is approximately 5650 square feet. A simple 30' by 60' slab would cover 1800 square feet and you're dealing with a round tank so it's got quite a bit more area.

If you figure steel weighs 0.283 pounds per cubic inch then a square foot of 5/8 inch steel plate will weigh about 25 1/2 pounds. 5650 square feet of this plate will weigh about 72 tons. If it's 1/2 inch plate then it will weigh around 57 1/2 tons at a minimum (if there's ovelap in the plates, etc. then it naturally will weigh up heavier)

Don't know much about or work in demolition, just stumbled across this board cause I like to read about these sorts of things.

October 31, 2006
6:42 PM
Avatar
Member
Forum Posts: 86
Member Since:
September 22, 2006
sp_UserOfflineSmall Offline

I did a tank similar to this..We cut the bolts on the bottom and wrapped a crane cable arround the middle of it and pulled it over with a 973 loader

October 29, 2006
6:24 PM
Avatar
Member
Forum Posts: 817
Member Since:
January 12, 2006
sp_UserOfflineSmall Offline

Tank farm for Exxon in SC(14 tanks for)
Two for Coast Guard on Hatteras Island
Smaller tank farm for Port of NC Morehaed City (5)
Two in Winston Salem NC (for different owners)
Both of the tank farms we used a PC 400 w/ Labounty UP70 to bring the tanks down and torches for sizing. All but one of the others were cut and pick (no room to drop). One of the tanks on Hatteras I weakened and pulled over with the cable from a roll-off container truck. I have pix of that one, I'll have to dig em out and scan em in.

October 28, 2006
6:31 PM
Avatar
Member
Forum Posts: 155
Member Since:
October 24, 2006
sp_UserOfflineSmall Offline

I dont think i can picture what your talking about? Or maybe i cant believe it ? doug

October 28, 2006
6:11 PM
Avatar
Member
Forum Posts: 120
Member Since:
April 29, 2006
sp_UserOfflineSmall Offline

I did a 1.4 million gallon elevated water tank (205' tall). It was the worlds largest until 1998. I dropped the roof in first. I then walked around the platfrom and cut 2' at a time around the tank. It dropped 2' at a time. This is a tried and true method that lends to minimal liability.
I learned this technique from a few mexicans doing a big tank at a Texas refinery. I couldn't believe it until I saw it done. When I tried it, every bystander thought I was crazy. It works though!

October 27, 2006
6:19 PM
Avatar
Member
Forum Posts: 155
Member Since:
October 24, 2006
sp_UserOfflineSmall Offline

Demobud- How did you come across that many tanks in such a short period? Was it for one owner?

Does anyone know how much a square foot of 5/8" plate steel weighs , so i can get a guesstimate on what i can make in scrap on the water tank?
There is approx. 1800 sq. ft. of plate.

October 27, 2006
6:59 AM
Avatar
Member
Forum Posts: 817
Member Since:
January 12, 2006
sp_UserOfflineSmall Offline

One year I did 23 tanks in eight months using all different methods. Tanks are some of the more fun things to demo for me.

Good luck with that one!

October 26, 2006
5:24 PM
Avatar
Member
Forum Posts: 155
Member Since:
October 24, 2006
sp_UserOfflineSmall Offline

HEy thanks this place is great. Thanks for the step by step instructions. I have never taken down a water tank . And lately have been asked to take down one tower type and bid on the one in the pic. thanks, doug

October 26, 2006
9:10 AM
Avatar
Member
Forum Posts: 817
Member Since:
January 12, 2006
sp_UserOfflineSmall Offline

You should be able to cut a wedge at the base leaving a central piece to act as a column, then cut around the base leaving holds at the bases of your wedge (to act as a pivot)and at 180* from the column, then attach a cable between the column piece and your excavator,next cut the rear hold and then pull the column allowing the tank to lower to the ground. Your wedge should be one third of the circumference of the tank and aligned in the direction of fall. Judging from the pics I would try to make the wedge column about 8ft high and at least 4ft wide. Watch out for weak welds or rivets on those panels though, they can cause premature failure.
If tripping is not an option, then you can always just cut and drop the panels in as large or small a size as you are comfortable with.
Good luck and work safe!

October 25, 2006
1:48 PM
Avatar
Member
Forum Posts: 155
Member Since:
October 24, 2006
sp_UserOfflineSmall Offline

Top view.

October 25, 2006
1:47 PM
Avatar
Member
Forum Posts: 155
Member Since:
October 24, 2006
sp_UserOfflineSmall Offline

Bottom on granite.

October 25, 2006
1:46 PM
Avatar
Member
Forum Posts: 155
Member Since:
October 24, 2006
sp_UserOfflineSmall Offline

Heres some pics.

October 25, 2006
8:01 AM
Avatar
Member
Forum Posts: 817
Member Since:
January 12, 2006
sp_UserOfflineSmall Offline

Digdug, you may get a little smoking from the paint (all coatings will have some volatile output) just make sure your burners are wearing some sort of respiratory protection. Tnemec is a fairly standard type of coating; it's a super durable paint. It's good that it is on the inside as well, because the coatings Nukeworker was talking about is a hard tar like coating that will ignite and burn and is hard to put out. I would suggest either cutting an inspection hole near the base (making sure you have some fire suppression close by) or opening an existing inspection cover just to make sure. I once demoed a 180' x 75' surge tank that we were assured was clean. I accessed it to find 5 feet thick of sludge in the bottom and a flammable coating all over. It's worth the extra time just to check.
Like Nuke said if there is room, tripping is the way to go. Get it on the ground and the do your scrap sizing.
Good Luck!

October 25, 2006
7:30 AM
Avatar
Member
Forum Posts: 155
Member Since:
October 24, 2006
sp_UserOfflineSmall Offline

water district said it was painted in 1998 with "Tnemec" paint inside and out. Said they didnt think it was flammable. I will check it out on there web site tonight.
http://www.tnemec.com/

October 25, 2006
4:54 AM
Avatar
Member
Forum Posts: 155
Member Since:
October 24, 2006
sp_UserOfflineSmall Offline

Thanks for the fast reply. Yes , it could be tipped oneway into field area I think if the landowner co-operated. I will call the water district and see if it has a coating in it. The specs didnt say anything but as you know that doesnt mean anything. I do not own a shear but i would rent one if that is the obvious way to go as far as time and cost. Thanks, doug

October 24, 2006
6:56 PM
Avatar
Member
Forum Posts: 155
Member Since:
October 24, 2006
sp_UserOfflineSmall Offline

Hello, I am glad i found this forum. I am a small excavation and demolition contractor in Maine. I am looking for opinions on the most common method of tearing down a water tank. It is 60' tall & 30'diameter with fiberglass top. 1/2" - 5/8" thicknes steel plate riveted. I was thinking of cutting it manually with torches on a telescoping manlift . Cutting it into sections for delivery to scrap yard. But I would like some other opinions - plasma? , excavator shear , etc. Thank you. Doug

Forum Timezone: America/New_York

Most Users Ever Online: 429

Currently Online:
92 Guest(s)

Currently Browsing this Page:
1 Guest(s)

Top Posters:

James: 5298

demobud: 817

Robert Kulinski: 573

1Pyro: 548

autoparter: 534

Member Stats:

Guest Posters: 54

Members: 3042

Moderators: 0

Admins: 2

Forum Stats:

Groups: 4

Forums: 17

Topics: 20012

Posts: 28246

Administrators: JOHN: 7602, John: 7010

Skip to toolbar