Concrete Foundation Walls Using Snap Tie Forms
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- Опубліковано 27 вер 2024
- Snap tie concrete forms are a simple and effective way for anyone to be able to pour concrete effectively and inexpensive. If you are looking to save money by pouring your own concrete for your new home or cabin, the snap tie system allows you to build your forms out of 3/4 inch plywood and 2x4 which can all be used during future phases of construction I highly recommend you look at this snap tie system.
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No strong-backs, no visible release oil on most of the forms, no vibrator and dropping the concrete too far.
Staggering around on top of the forms is a accident waiting to happen.
People call them construction "accidents", these people are working hard to make that happen.
It's called 'hack construction'. The sad part is any competent contractor would be embarrassed to show that publicly - this guy thinks it's quality work. Go figure.
Just saw this. Thought about everything you just said. 😂😂
Absolute lunacy pouring those walls with out vibrating ! Especially those 8 footers! they will sure have surprises when those forms come down. These guys would not work for me.
Eddie Sanders yup honey combs all over
Technically, they did vibrate the walls using a hammer, although maybe not as effective.
Vibration is for pussys 🤣
Hey Eddie Sanders.
Would you vibrate with a super plasticiser?
And they are doing a single 8 foot lift ??!
Looks really good but I love my steel ply Simons forms it was a bit of an investment but totally worth it over the years keep up the good work
I’d cook you in a set off you wouldn’t put in a tie
Gotta love Island Park construction in the fall
we use a nail shooter to nail a 2by 4 at the bottom of the wall this way you have a whaler. so you put a snap tie with it. having to purchase those little brackets adds up.
The ol walk the plank.. 😂😂😂
Calling for two more weeks of fair weather here... hope you all get it too !
That's some cool footage. That garage is gonna be BIG! Thanks
Me after Taco Bells at 4AM 5:35
They should have used a vibrating rod to get rid of possible "air pockets" like they do for ICF.
Nu B when pouring foundations, i you know how to pour, and have the right mix 160-165 slump, you dont need a vibrator. Pouring grade beams are different
Cam Mcdonald
Haha! Yeah right! These guys are idiots.
I think they used self-consolidating (self-compacting) concrete which doesn't require vibrator.
mohammad khalid
No, that is definitely not self consolidating concrete. SCC pours into place like concrete that has way too much water. These clowns have no idea what they are doing.
A pencil vibrator would be nice but I did notice that they were tapping the forms with hammers. That’s a good start. I’ve delivered concrete to a lot of jobs and based on some of the clowns insisting on pouring at a 165 slump I would say these guys are doing alright. Some of the smoothest operators I saw could do a good job at 100mm or less.
we would have it set up in one day with our aluminum forms and maybe a same day pour
How the hell do you put grade on aluminium or nail/screw anything else to the form?
BS
No poker / Vibrator either - Pure Daft
Build a wood scaffold
6:50 ... accident waiting to happen guys. and im surprised to see no vibrator. but looked like a solid pour
No vibrator. Never seen that done.
After many years of doing concrete forming I do not see why they aren't using advanced forms they make the foundation or should say forms go up very quickly and stripping is twice as fast as for using a vibrator pouring that wall using the pump truck alleviates a lot of the air and honeycomb that occurs in the wall but yes a vibrator is wise to use
why arent guys usiing that black shielded wallboard 3/4 sheets in the usa ??? anyone or am i missing something , not shure what brand manufacture er is ? awesome work execution
Enjoy that foundation shift/sink in a few years.
LOL, thanks for the heads up! I'll keep my fingers crossed.
Lol Noise on a job site? Used to love the neighbors complaining. How did their house get built? Wait for the framers playing AC/DC at 7am😂
P.S. These walls will obviously have a top and bottom plate. Studs, 16" on center with run vertically, unless you think it'd be more advisable to run them horizontal as i am cutting my old walls(8'x8') in half.
Thanks again.
It's great that you're taking on the project of cutting your old walls in half! Vertical studs at 16" on center is the traditional way to go, but running them horizontally can provide some interesting design options. Good luck with your renovation!
OSHA?
where you at?
I went to highschool with Charles Brundage.
So, spill the tea! Any juicy high school gossip about Charles Brundage?
Dobra robota 🙂👍
Well there is a lot to be said . Looks good at the end but guys please don't try and convince me that drilling and epoxy your stubs is easier than laying rod on layout.You got lucky. I do like that system. If you don't want to buy Simon's or advanced forms . You should have added more bracing especially at the he outside corn s . At least you can use the play wood for something else.
At 7:08 there are 2 Land rover Defenders and a Rainbow. After seeing that, there was nothing you guys could do that I would not endorse.
I learned to drive with a Defender in 1966. Long live the "Defender" ... the Queen, a different story.
I would love to hear that story!
Most on site inspectors wont allow us to pour walls without a vibrator.tapping helps butt cant completly rid you of air entrapment and pocket voids
Have you tried pouring walls in sections to save on forms
Looks like Colorado mountains.
Huh, we've always poured walls in 1 or 2 foot lifts. Have never just filled forms from top to bottom first. And have never not vibrated each lift. Guy should put a v belt from a car around hose for better handling. Also who the hell left there work truck in the way of the pump?
Can't believe it didn't blow out never seen any wall over 4ft get poured without lifts.
With that system (and strongbacks as well, but also with vibrators) We've done 30 foot pours in roughly 8 foot lifts. It is surprisingly strong. We did almost have an error once with zypex additives making it retain a high slump for a longer than usual time. There was 20-24 feet of liquid concrete in the wall at the point of near failure. We lost one tie, and the whole thing looked like a fat woman trying on spandex.
A wall formed with strong ties like that can easily be done in one lift. If it had been I would have done one lift level (or a little higher) than the drops in the wall to allow it to set a little before coming back to it.
aguasalgada1 Never seen a wall formed with strong ties blow with 8 foot lifts
It doesn’t look like there’s frost at the door cutout
Простукиваете по щитам в место вибратора?
Which grade concrete are used by u in this ?
no vibrator? :))
laoluu lol if they vibrated that ,they’d have more blow outs than I’ve had hot dinners
What was that shit with the hose at the end, does he help you piss too? Those walls must come out perfect with all those walers, good video.
They have shud dubelled the iron.
Do people always pour that dry? I put up foundations and we never pour that dry unless we have a special situation.
I hauled concrete for 7 years. I wouldn’t call that dry. The use of pumps allows for concrete to be placed a lot stiffer than the days where we did two corner chute pours. Place it stiff and consolidate with a vibrator.
@@jamesharder5643 see that doesn't make any sense to me. When we use a pump they usually don't want it any dryer than a 6-in slump. Otherwise it will ball up in the pipes and clog all pour.
@@christopherlehman626 I don't want to seem like I've done everything and know it all...BUT...I've run a concrete pump as well - and an old one at that. I wouldn't have hesitated to pump a 4" slump with it provided it was a good mix design. There were a few redi-mix operators that supplied harsh mixes that were not easy to pump but I don't know if a looser mix really helped all that much. Now with new pump designs pumping a 3'-4" should not be too difficult as long as it's a pumpable mix design. Some outfits run lower sand content and crushed stone. That has always been hard to send through pipes. You need a nice slurry that lubricates the pipe. Every pump I've observed also had a vibrator on the grate to help move stiff concrete through.
Did you use wood forms with ties or ICF? With ICF there is also the risk of blowouts if the mix is too wet.
@@jamesharder5643 we use aluminum forms. With basic 2 inch ties.
Sometimes when it's hotter than heck we pour trucks off at a 7 in slump and fill it to the top with no hesitation. I do it everyday.
:( Rain is the best, except when it shows up uninvited and ruins the road the one time you need it
When it rains, we pour.
That's scaryyy
Almost no bracing ,
ever hear of a vibbrator?
My Grandson is doing a project on building foundations with concrete, can you tell me approx. how many days from breaking ground and to the final slab pour (finished) and approx. how many men were working on this site....an example he needs would be like 14 working days/x5 men etc...Thanks.
Jedidiah
Set up = 3 days- 3 guys
Pour = 1 day- 6 guys
Take down 1day- 6 guys
Lmao tgats craziness three good guys could do that in a fay with advanced or dura forms this system is old and dumb, a good 3 man crew could build and pour in one day and strip the next day using advanced forms these guys have no idea what is going on, an 8ft wall no vibrator?? How where the honey combs espically on corners? A little investment of 50 or 60 grand will say you 100s of thoisands of dollars over a few years
@@jonhynes3180 You're calling them Dumb?
Foreman/Crew Chief should face chargers for this type of stupidity. Working platform inside the forms would cost little. Build it into the price for the client.
So depressing the open land we are losing to not even hobby farms to these coastals plus texas people playing cowboy.
Lol..just dont let the inspector see the this video of your 1' x1' o.c rebar
No, no, no... where second layer of transverse reinforcement ?
No idea what they are doing, as an Inspector I would never pass this job.
How does it looks like in USA, from law side? In Poland such an "work" have to be "accepted" by licensed civil engineer and later "accepted" by clerk in "Building Department". So mainly renforcement and forms are checked by engineers.
God bless those guys using that caveman forming system. Geez.
Snap ties are the best DIY forms aren't they?
No vibrator? You haven’t lived till you’ve poured a 40 story elevator shaft, but we vibrate the hell out of it. Concrete videos better than the news,lol. Good luck guys from Colorado.
Dang, they didn't over do it with the bracing, but I guess it all worked out. Haven't seen those clips at the base of the wall before. Good stuff...
How it calls that?
Probably well meaning guys but there work shows they are neither safe or efficient. Lots of short cuts on the forms. Very unsafe! Standing on the walers, improper vibrating, no safe scaffolding to work safely from, talking about tablesaws and fishing when their minds should be on the pour! Concrete is meant to be poured in lifts, not stick the hose in and fill until topped off, Messy worksite (unnecessary trip hazards). Etc, etc, etc. Lots of amateur and know it all types!
PROFESSIONALS Can work and talk
@@hankclingingsmith8707 touched a nerve huh!
Based on the work that I've observed there are no professionals on that jobsite. Where are the monkeys kept that showed those guys how to pour?
Here in Puerto Rico we use a 2×4 screwed to the floor.We also use a vibrator.
Why didnt you use any strong backs? Its damn near impossible to get your walls blumb and straight when bracing to the whalers
I was looking at that to. No stiff backs anywhere... pure ignorance. That walls not gonna be verry plum
5:23 Death trap! I couldn't watch after that.
I saw that too. YIKES!
I’d strong back the tall wall every 4’ oc and 8’ oc for the rest of the walls. I would use turn buckles with 4”X 4”s to brace the walls.. Bomb proof it..!
That way you can sleep at nite…
No form release oil, those were fun to strip
I WOULD like to SEE THE FINISHED
,Rube Goldberg at its finest. Job is wasteful, dangerous, and it's obvious that no one understands the proper way to get concrete into the forms. What a waste!
As long is it takes using this system I don't understand how you can make money. My 5 man crew using advance panels would set up and pour this in a day and be out the next stripped and cleaned up before 10. Don't believe me look into advance concrete forms by far the fastest and user friendly.
Ryan, I will check them out!
Ryan Seppanen 5 guys could lock that up in an hour. Lol.
Essential Mountain Homesteading Look into Corrievou Concrete Forms OR Advance.
What's up Ryan Seppanen
Essential Mountain Homesteading i was thinkin same thing our crew at Eliis is 3 seasoned guys we woulda set an pour footers 1st day stripped footwrs an built an poured walls 2nd day an 3rd an final day stripped walls an cleaned up
Leave them guys alone!!!
Did I see frost what happens if concrete freezes before cured??!
Brian Curwick you just let the real contractors worry about it.
Lol it won't freeze until it's cured
Good job question how do i get these snip ties to buy i have a project that need 1500
Do they still build "Block Homes" ? Or is this the new way. I have been watching "Pure Living for life" and they are using "ICFs"
Ron Hart, I could talk for days about the pros and cons of cinder block, ICF, and traditional formed concrete walls.
Each of those systems has their place in different applications But having torn down a lot of old homes and cabins I would avoid cinder block at all cost as it deteriorates very quickly.
Pure living for life are two blowhard amatuers.
Did you provide sleeves for utilities such as electric Power?
How’d the plum it?
I pour concrete pools just like these guys, minus the pump truck hose, 4 foot walls but we never vibrate either, just hammer checking, shame we cant see finished.
We had absolutely no honeycomb when we stripped the forms on this poor, hammer checking works for us.
@@EssentialMountainHomesteading oh awesome! Well, great job then, props to that dude on the wall, them hoses arent very easy to hold onto. And man oh man...the clean up on that pour omg...all those clamps..lmao proud of you guys !
I need to get a defender 90
Yes you do
No vibe? Wtf
When will you be working on your homestead?
zaneymay, we are working on it every day, I just need to get it on film!
great. looking forward to it.
zaneymay ima is a
Good work for a bunch of apprentices
There is not enough minimal reinforcement. There should be two layers. One from one side and one from opposing side. There should be at least one fi12cm rod on every 40cm. What is more I dont know how they plann water insulation but those distances which holds the wooden sheets(foundation - wall connection) will be quite problematic to cover with any kind of insulation. They should be cut before cover with anything. AND THOSE GUYS IN 6:00 POURING CONCRETE THEY WOULD BE KICKED FROM WORK BY ME. If anything happens to them civil engineer goes to jail.
Engineer I guess. ! 1 layer will withstand gust of 170 and stastained winds of 134 m.p.h. [International Code Council ] Try some critical thinking bud