Ferrocement
is an art form
of tension and compression, blending advantages of stone and metal
into imaginative, cost effective structure. (Structural
plastics and many other additives are also finding their way into artful
composites based on cements). Here
are
some
pictures to convey what became imaginatively possible.


Above:
Latest progress with hindsight conceptual design.
2007
Informal Apprentice Workshop Offer, Click Here
Below: Roof
Garden Home With Hanging Garden Arbor

Below:
CAD study for balanced- tilt-up construction.

Quick, "how to solve models" via
the www is offered freely as a public service, just ask!
(As time permits).
Below: A Gothic X Arches (For better or worse called a Groin Vault.)
Major updates are occasionally
added to this page.
An automated dream
building method.
Using software as form work for concrete.
Camera Lucida: This
secret of the masters should work beautifully for sculptural concrete and
ferrocement.

While scalloping uses more surface
area, it also engenders a framing component. Shells are reinforced by the
surface
corrugation. More surface can mean more labor and material, but it does offer
some strength advantages. Our world is improving tools to simplify curvilinear
construction. It remains for individuals to support those efforts and "vote
with the pocket book".

Here is a vault frame which can be
made of reinforced concrete rings as framework. Clickhere for related idea.
A
geodesic
star pattern grid work which beautifully adapts to a dome form.Click here
for other arch/ vault models.
Several more examples in this series
follow below...
Next (above), is a sea shell like
cage design possibility. CAD, (design software) allows sculptors to access a
wide array of geometrical tools to determine difficult reinforcement configurations
and to develop methods for actual construction. Here is a link to ring reinforcement
as a means to build highly curved structures. Although reinforcement rings are
not easily- commercially available, a
"one man" approach to study feasibility of rings is under way,
slow but sure. Follow links on this website for much more on ring reinforcement
and on single person methods for construction, (where hired labor cannot be
afforded).
Next above is my effort with new software
tools to explore curved geometry. More
can be seen, click here.
Next (above), is a "castle shape"
applied to tilt up concrete construction. Wall sections are shown which can
be sand molded on the ground. Each undulation in the walls serves much like
corrugation in card board, which produce a "space frame" to compound
strength in a manner similar to studs in a wooden wall. These undulations also
serve to stabilize the wall sections as thy are raised into place.
Above is a preliminary drawing for
tilt up arch sections, (better drawings to follow).
In this purely hypothetical CAD model
each arch has most surfaces at 1" thick with a gusset extending along the
whole curved portion of arch, (itself 1" thick). All large surfaces have
a slight ribbing to add strength at joining edges. The main span is 20 ft.
Total
wall/roof volume of each is about 9 cu ft., so wt is about 1170 lbs. If the
straight wall sections are separated and poured flat on the ground, and also
if the curved parts are poured on a sand pile/ mold... and all these are poured
in one or two sessions, then ready mix might be used. Sand casting methods
from
ancient tech apply. A backhoe could be used to lift all pieces into place,
(if safely managed by responsible operators). Is there a cement mix which will
hold
up during assembly and over life? Adding more weight would require a bigger
backhoe and stronger safety measures.The total for a 20 X 20 ft building with
wall at back, garage door openings at front could be as little as 120 cu ft.,
per inch of thickness.
Domes next....
Above is a basket weave , great circle,
lamella cage, mostly in yellow. The green members show the relationship between
the 2 angles used for weaving together the reinforcement members. The scale
becomes important in visualization when doors and windows are cut out of a
CAD model.
Referring to CAD data in the dome
model above: about 20 ft diameter, with a slight extension out the front. For
each inch of thickness, volume is near 88 cu ft., depending on details. (The
top includes a 5 ft diameter sky light hole. The dome encloses minimal floor
space, but will hold 2 reasonable vehicles.

Our FC forum friends on the FC network
have wide experience with ferrocement, ferro-concrete and additional mathods.
See examples.
Here are some FC related link s......
http://www.geocities.com/flyingconcrete
http://paisite.com/sunlife/index.htm
http://www.ferrotanks.com
http://www.ferrocement.com/
http://www.ferrocement.net/ .
http://sobolev.trancetechno.com/
http://www.geocities.com/ResearchTriangle/Forum/1657/Cement/high_performance_cement.html
http://www.geocities.com/ResearchTriangle/Forum/1657/
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Comments are
invited. Consultancy or constructive cooperation is
offered. These research reports are in the public domain and are furnished "as
is". The author makes no warranty, express or implied, for any purpose.
The author assumes no responsibility for the use or misuse of this research.
Bo Atkinson, enersearch Tel : 207 342 5796 . . . (MaineUSA)
Other
pages in this series.
(Click
on blue writing to follow links.)
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freely offered to the public domain only to assist in public discussion.
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