Groups | Search | Server Info | Keyboard shortcuts | Login | Register [http] [https] [nntp] [nntps]
Groups > rec.crafts.metalworking > #543657 > unrolled thread
| Started by | Richard Smith <null@void.com> |
|---|---|
| First post | 2026-08-23 06:44 +0100 |
| Last post | 2026-09-02 13:20 +0100 |
| Articles | 8 — 3 participants |
Back to article view | Back to rec.crafts.metalworking
Thanks guidance mechanical etc. - preoccupied lime mortar'ing Richard Smith <null@void.com> - 2026-08-23 06:44 +0100
Re: Thanks guidance mechanical etc. - preoccupied lime mortar'ing "Jim Wilkins" <muratlanne@gmail.com> - 2026-08-23 07:45 -0400
Re: Thanks guidance mechanical etc. - preoccupied lime mortar'ing Bob La Londe <none@none.com99> - 2026-08-23 09:52 -0700
Re: Thanks guidance mechanical etc. - preoccupied lime mortar'ing "Jim Wilkins" <muratlanne@gmail.com> - 2026-08-23 18:25 -0400
Re: Thanks guidance mechanical etc. - preoccupied lime mortar'ing Bob La Londe <none@none.com99> - 2026-08-24 12:19 -0700
Re: Thanks guidance mechanical etc. - preoccupied lime mortar'ing Richard Smith <null@void.com> - 2026-08-25 10:45 +0100
Re: Thanks guidance mechanical etc. - preoccupied lime mortar'ing "Jim Wilkins" <muratlanne@gmail.com> - 2026-08-25 17:48 -0400
Re: Thanks guidance mechanical etc. - preoccupied lime mortar'ing Richard Smith <null@void.com> - 2026-09-02 13:20 +0100
| From | Richard Smith <null@void.com> |
|---|---|
| Date | 2026-08-23 06:44 +0100 |
| Subject | Thanks guidance mechanical etc. - preoccupied lime mortar'ing |
| Message-ID | <m1v7914chu.fsf@void.com> |
Thanks everyone for entertaining my posts about welding, generators and offgrid electric power, etc., etc. I have come in and looked at replies. Silence has been I have been lime-mortar'ing, and using lime in another niche application I came across - "mud" mortar - subsoil-mortar - used in local natural stone construction here in Cornwall (and around Britain historically, it seems). Lime-mortar you can buy as a premix in sacks. Apparently the lime component is already slaked through to CaOH - which is dried so is a powder - but which otherwise holds all the right characteristics. Giving you an easy-to-use much less hazardous material to work with. Took me ages coming from nothing to having some idea what to use. Then at a basic level the meaning of the terminologies. The "subsoil-mortar" had me doing "hot-mix lime". Lime component goes in as the quicklime, CaO, as it comes out of a lime-kiln. Its heat of hydration is notorious - leading to name "hot-mix". Seeing is understanding... I at least somewhat see now how in Roman "hydraulic mortars" - mortars which have a self-setting reaction "within themselves" after hydration, not solely relying on drying and/or reaction with carbon-dioxide in the atmosphere (as lime tries to revert to limestone) - are "clever". Roman mortar on quays / harbours in seawater have lasted 2 millennia and remain sound. It was thought unreacted quicklime was "careless" hot-mixing. I can now at least kind-of see what has recently been realised - that feature is deliberate. It gives a self-healing mechanism, by having a reservoir of quicklime to chemically react and self-heal if there is structural settlement etc. So have been preoccupied. While being grateful for help & guidance which came-in on topics I have asked about.
[toc] | [next] | [standalone]
| From | "Jim Wilkins" <muratlanne@gmail.com> |
|---|---|
| Date | 2026-08-23 07:45 -0400 |
| Message-ID | <116emfr$1std6$1@dont-email.me> |
| In reply to | #543657 |
"Richard Smith" wrote in message news:m1v7914chu.fsf@void.com... > I at least somewhat see now how in Roman "hydraulic mortars" - mortars which have a self-setting reaction "within themselves" after hydration, not solely relying on drying and/or reaction with carbon-dioxide in the atmosphere (as lime tries to revert to limestone) - are "clever". Roman mortar on quays / harbours in seawater have lasted 2 millennia and remain sound. It was thought unreacted quicklime was "careless" hot-mixing. I can now at least kind-of see what has recently been realised - that feature is deliberate. It gives a self-healing mechanism, by having a reservoir of quicklime to chemically react and self-heal if there is structural settlement etc. ----------------------------------- The Romans were fortunate to have this volcanic ash nearby: https://en.wikipedia.org/wiki/Pozzolan My understanding is that the unreacted quicklime dissolves in water leaking through cracks and deposits like cave stalactites when the water evaporates at the exposed end. In Germany I saw concrete from the rushed construction of the 1930's and 40's that was already crumbling, plus ancient work that wasn't.
[toc] | [prev] | [next] | [standalone]
| From | Bob La Londe <none@none.com99> |
|---|---|
| Date | 2026-08-23 09:52 -0700 |
| Message-ID | <116f8fr$232a2$1@dont-email.me> |
| In reply to | #543658 |
On 8/23/2026 4:45 AM, Jim Wilkins wrote: > "Richard Smith" wrote in message news:m1v7914chu.fsf@void.com... >> > I at least somewhat see now how in Roman "hydraulic mortars" - mortars > which have a self-setting reaction "within themselves" after > hydration, not solely relying on drying and/or reaction with > carbon-dioxide in the atmosphere (as lime tries to revert to > limestone) - are "clever". Roman mortar on quays / harbours in > seawater have lasted 2 millennia and remain sound. It was thought > unreacted quicklime was "careless" hot-mixing. I can now at least > kind-of see what has recently been realised - that feature is > deliberate. It gives a self-healing mechanism, by having a reservoir > of quicklime to chemically react and self-heal if there is structural > settlement etc. > > ----------------------------------- > The Romans were fortunate to have this volcanic ash nearby: > https://en.wikipedia.org/wiki/Pozzolan > > My understanding is that the unreacted quicklime dissolves in water > leaking through cracks and deposits like cave stalactites when the water > evaporates at the exposed end. > > In Germany I saw concrete from the rushed construction of the 1930's and > 40's that was already crumbling, plus ancient work that wasn't. > So the answer to the long lasting Roman concrete is its self healing? -- Bob La Londe CNC Molds N Stuff
[toc] | [prev] | [next] | [standalone]
| From | "Jim Wilkins" <muratlanne@gmail.com> |
|---|---|
| Date | 2026-08-23 18:25 -0400 |
| Message-ID | <116fs0j$29n4h$1@dont-email.me> |
| In reply to | #543659 |
"Bob La Londe" wrote in message news:116f8fr$232a2$1@dont-email.me... On 8/23/2026 4:45 AM, Jim Wilkins wrote: >...Roman concrete... So the answer to the long lasting Roman concrete is its self healing? Bob La Londe -------------------------------- Elsewhere I've read that we still aren't certain, we have the final product but are unsure of the raw materials or mixing process. For instance the properties of modern concrete vary with the amount of water in the mix. Vitruvius described What the Romans accomplished but rarely How, it reads like boring ad copy. The Hows passed by example from master to illiterate young apprentice, and were valuable trade secrets. The oldest how-to books that I have copies of are less than a thousand years old. Besides Roman concrete some remaining uncertainties are Hindu Wootz sword steel, Egyptian granite obelisk carving, exquisite Etruscan gold jewelry and Roman catapult torsion windings, though I may have solved the last.
[toc] | [prev] | [next] | [standalone]
| From | Bob La Londe <none@none.com99> |
|---|---|
| Date | 2026-08-24 12:19 -0700 |
| Message-ID | <116i5f8$354ak$1@dont-email.me> |
| In reply to | #543664 |
On 8/23/2026 3:25 PM, Jim Wilkins wrote: > Elsewhere I've read that we still aren't certain, we have the final > product but are unsure of the raw materials or mixing process. For > instance the properties of modern concrete vary with the amount of water > in the mix. That's what I heard, and what I was getting at. I wondered if you were aware of some newer information on the subject. -- Bob La Londe CNC Molds N Stuff
[toc] | [prev] | [next] | [standalone]
| From | Richard Smith <null@void.com> |
|---|---|
| Date | 2026-08-25 10:45 +0100 |
| Message-ID | <m1ecfmpm8b.fsf@void.com> |
| In reply to | #543666 |
Bob La Londe <none@none.com99> writes:
> On 8/23/2026 3:25 PM, Jim Wilkins wrote:
>> Elsewhere I've read that we still aren't certain, we have the final
>> product but are unsure of the raw materials or mixing process. For
>> instance the properties of modern concrete vary with the amount of
>> water in the mix.
>
> That's what I heard, and what I was getting at. I wondered if you
> were aware of some newer information on the subject.
"self-repairing" - seems yes.
For natural stone buildings, there are several reasons cited for using
lime-mortar, of which "self-repairing" is but one, albeit crucial.
Zooming to a big context - stone buildings have been reliable for
centuries into millenia... Then we have the "panacea" of Portland
cement mortar - and in a very few decades we are seeing a rash of
problems. Mysterious absent before. Okay there wasn't Portland cement
mortar before the second industrial revolution - essentially the 1880's
and strongly into the 1890's (?) - but the overall view is builders of
old knew what they were doing; funnily enough, now we care to look back
and consider the matter.
Some key characteristics of a mortar for natural stone, as I have
gathered:
* must not be harder / stronger than the stone it is joining - else the
stones will crack with {thermal cycling, fluctuating moisture levels,
settlement of the building, etc.} (all dimensional changes)
* must do the right thing with moisture - not let too much in, and let
what shouldn't be there out
* must self-heal with settlement and flexure of the building - given a
stone building is flexible and historic foundations despite being sound
not being the stiff almost immutable hard raft of modern poured concrete
foundations (the "modern" building is almost floating free of the
dynamics of the ground it is on (?)).
What I am seeing is that a natural stone building with Portland cement
mortar pointing will develop a number of long cracks rising or
zig-zagging across extents of wall. Contributing to moisture / water
problems with the building.
It is my impression (I am at at early stage of learning) that a natural
stone building on a natural good but somewhat dynamic foundation will
have distributed flexure and the lime-mortar will self-heal, not showing
"failure of the pointing".
I am at such an early stage of learning.
There is not basis by which I can express strong opinions.
Regards,
Rich Smith
[toc] | [prev] | [next] | [standalone]
| From | "Jim Wilkins" <muratlanne@gmail.com> |
|---|---|
| Date | 2026-08-25 17:48 -0400 |
| Message-ID | <116l2j6$55j7$1@dont-email.me> |
| In reply to | #543669 |
"Richard Smith" wrote in message news:m1ecfmpm8b.fsf@void.com... >...but the overall view is builders of old knew what they were doing; funnily enough, now we care to look back and consider the matter. ---------------------- https://en.wikipedia.org/wiki/Ponte_Morandi "Traditionally, bridges were designed for a 50-year lifespan; the bridge failed just under 51 years after its opening."
[toc] | [prev] | [next] | [standalone]
| From | Richard Smith <null@void.com> |
|---|---|
| Date | 2026-09-02 13:20 +0100 |
| Message-ID | <m17bl33kv8.fsf@void.com> |
| In reply to | #543672 |
"Jim Wilkins" <muratlanne@gmail.com> writes: > "Richard Smith" wrote in message news:m1ecfmpm8b.fsf@void.com... > >>...but the overall view is builders of > old knew what they were doing; funnily enough, now we care to look back > and consider the matter. > ---------------------- > > https://en.wikipedia.org/wiki/Ponte_Morandi > "Traditionally, bridges were designed for a 50-year lifespan; the > bridge failed just under 51 years after its opening." My own perception: there is a "Darwinian selection" in engineering; in that you cannot fully anticipate the intersection and interaction of all variables. So you must accept that something like maybe 10% of ambitious structures will need early replacement - and there is no way of getting around that, given a world of conservatisim will make your economy and society uncompetitive.
[toc] | [prev] | [standalone]
Back to top | Article view | rec.crafts.metalworking
csiph-web