[PSUBS-MAILIST] concrete

Marc de Piolenc piolenc at archivale.com
Mon Apr 14 22:46:27 EDT 2014


I had blundered into that photo collection some time ago, forgot to 
bookmark it and couldn't find my way back. Thanks!

What was the reason for the wavy cross-section of the barge hull?

Marc

On 4/15/2014 1:43 AM, Jim Rudholm wrote:
>   Here are a few photos of my party barge, 26' x 8', built in 1968.
>   Also some photos of  Martin Iron's Fibersteel mold and a hull in West
> Sacramento, CA.  I had returned from two years with the Navy in Japan
> and had picked up several cargo parachutes at a surplus store. These
> made for an interesting  air inflated building, they were treated with a
> plastic preservative coating, but the UV eventually deteriorated the nylon.
>
> https://plus.google.com/photos/110939032764686627267/albums/5294994060907444593?banner=pwa
>
> JimR
>
>
>
>
> On Mon, Apr 14, 2014 at 7:21 AM, Jim Rudholm <jimrudholm at gmail.com
> <mailto:jimrudholm at gmail.com>> wrote:
>
>     Plenty of photos at:
>     concretesubmarine.com <http://concretesubmarine.com>
>
>
>     On Mon, Apr 14, 2014 at 6:27 AM, Marc de Piolenc
>     <piolenc at archivale.com <mailto:piolenc at archivale.com>> wrote:
>
>         Fascinating. I think that counts as water pollution in Europe...
>
>         Marc
>
>         On 4/14/2014 6:52 PM, Joe Perkel wrote:
>
>             Marc,
>
>             Strictly from my foggy memory, but I believe it was scuttled.
>
>             Joe
>
>             Sent from Yahoo Mail for iPad
>             <http://overview.mail.yahoo.__com?.src=iOS
>             <http://overview.mail.yahoo.com?.src=iOS>>
>
>
>             ------------------------------__------------------------------__------------
>             *From: * Marc de Piolenc <piolenc at archivale.com
>             <mailto:piolenc at archivale.com>>;
>             *To: * <personal_submersibles at psubs.__org
>             <mailto:personal_submersibles at psubs.org>>;
>             *Subject: * Re: [PSUBS-MAILIST] concrete
>             *Sent: * Mon, Apr 14, 2014 3:30:48 AM
>
>             Really - it sank? Mind you, it did have walls 6 inches thick
>             and very
>             little freeboard. Any lives lost?
>
>             Marc
>
>             On 4/13/2014 10:35 PM, Joe Perkel wrote:
>               > It seems to me that with reduced cost materials there is
>             a tendency to
>               > go big and unwieldy.
>               > Wasn't that the case with that one fellows concrete sub
>             yacht? It's on
>               > the bottom of a lake somewhere if I recall.
>               >
>               >
>               > Joe
>               >
>               > Sent from Yahoo Mail for iPad
>             <http://overview.mail.yahoo.__com?.src=iOS
>             <http://overview.mail.yahoo.com?.src=iOS>>
>
>               >
>               >
>               >
>             ------------------------------__------------------------------__------------
>               > *From: * Sean T. Stevenson <cast55 at telus.net
>             <mailto:cast55 at telus.net> <javascript:return>>;
>               > *To: * Personal Submersibles General Discussion
>               > <personal_submersibles at psubs.__org
>             <mailto:personal_submersibles at psubs.org> <javascript:return>>;
>               > *Subject: * Re: [PSUBS-MAILIST] concrete
>               > *Sent: * Sun, Apr 13, 2014 6:16:35 AM
>               >
>               > I ran that same 6' diameter 4" shell, but using an ultra
>             high-performace
>               > concrete with no aggregate, but with steel fiber
>             reinforcement.  Working
>               > pressure came out to more than 1700 m.  That said, while
>             the compressive
>               > strength of this stuff is 160 MPa, the tensile is only 8
>             MPa, so you
>               > absolutely have to avoid putting this stuff in tension.
>               Sphere may not
>               > be an issue, but a cylindrical hull would probably
>             require some sort of
>               > pretensioned reinforcement.  Results:
>               >
>               >
>               >
>               >
>               > On 2014-04-12 21:52, Marc de Piolenc wrote:
>               >> I had forgotten about the lubricant/plasticizer
>             properties of fly ash.
>               >>
>               >> Marc
>               >>
>               >> On 4/13/2014 10:55 AM, hank pronk wrote:
>               >>> Marc,
>               >>> We don't get segregation at all, when pumping it we
>             fill the wall and
>               >>> then let it flow, I call it "ride the wave"
>               >>> Also pumping the concrete helps hold the concrete
>             together, it stays
>               >>> in a cylinder shape until it hits the wave. We must
>             use fly ash
>               >>> because the aggregate and sand is washed so well there
>             are no fines
>               >>> left.  The jagged sand won't flow through the hose.
>               Fly ash is like
>               >>> little ball bearings and makes it flow through the
>             hose.  These are
>               >>> the things that make me think a mold  is the way to
>             go.  Four inches
>               >>> wall thickness would be a breeze for this mix.
>               >>> That makes sense that the rock is a cheap filler.  I
>             would still use
>               >>> the pea gravel mix, I have made a test panel and I
>             drove my bob-cat
>               >>> over a 2in thick 4by4 panel with no breakage.  I know,
>             very
>               >>> scientific .lol
>               >>>
>               >>> Hank
>               >>> ------------------------------__--------------
>               >>> On Sat, 4/12/14, Marc de Piolenc
>             <piolenc at archivale.com <mailto:piolenc at archivale.com>
>             <javascript:return>> wrote:
>               >>>
>               >>>  Subject: Re: [PSUBS-MAILIST] concrete
>               >>>  To: personal_submersibles at psubs.__org
>             <mailto:personal_submersibles at psubs.org> <javascript:return>
>               >>>  Received: Saturday, April 12, 2014, 10:40 PM
>               >>>
>               >>>  Actually, all else being equal, using
>               >>>  only fine aggregate (sand) will give a stronger mix.
>             Coarse
>               >>>  aggregate is needed mainly to make the mix affordable
>             - as
>               >>>  bulk filler, in other words - and also for decorative
>             effect
>               >>>  in some applications where the fresh concrete is
>             brushed to
>               >>>  show off the aggregate.
>               >>>
>               >>>  You have to be careful, in very high-strength
>             applications,
>               >>>  to make sure that the coarse aggregate is chemically
>             inert
>               >>>  with respect to the cement matrix. Some siliceous
>             aggregate
>               >>>  will weaken the concrete in the long term by reacting
>             slowly
>               >>>  with the matrix long after cure.
>               >>>
>               >>>  Confusingly, very fine silica incorporated in the form of
>               >>>  fly ash, rice husk ash or silica fume can give a
>               >>>  super-HIGH-strength mix. The reason for the effect is
>             that
>               >>>  the very fine silica reacts with the alkali formed DURING
>               >>>  cure and actually strengthens the cement matrix.
>               >>>  Unfortunately, much of the fly-ash and volcanic ash
>             cement
>               >>>  on the market is too coarsely ground to harness this
>               >>>  effect.
>               >>>
>               >>>  Best,
>               >>>  Marc de Piolenc
>               >>>  Ferrocement freak
>
>               >
>               >
>               >
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