
The builder-stategy (where possible) would be to pour from readymix trucks which have a concrete conveyor attached. A few skilled guys might pour this style of thin shell remarkably fast .This strategy procedes as follows. Picture below illustrates abbreviated pole placement to hold up a mesh formwork. (More poles would likely be used, depending on the thickness involved. Purely ferrocement projects would be thin while concrete can be poured in additive layers).

This writer would prefer using custom made ring reinforced mesh but this page will consider easily found mesh material. Additional mesh layering could easily incorporate rings, more on appropiate mesh will be linked here. A first attempt might utilize mesh with 1 inch (2cm) opennings, (such as animal fencing). The critical size of mesh oppenings should capture the largest of the concrete aggregates. Holes near to the largest stone size would allow smaller particles through, just enough to surround the mesh wires. (More on this will follow below). Below is a CAD unfolding which helps shape cutting patterns for mesh..

To keep poured concrete from "raining through" the ceiling-mesh, a matress is used with bracing poles. (Blue in picture below).

Individual sections are completed with one or more matresses. At each matress placement, a sheet of plastic or fabric lies on top of matress. Matresses should be taken down well before concrete begins to harden. While concrete is still wet, the matress is removed but the plastic sticks to wet cement. Rollers are used to fair out the ceiling surfaces. The plastic sheet or fabric prevents the wet concrete from sticking to the roller. Plastic is soon peeled off, revealing wet concrete or cement. Finishing the wet concrete may then proceed as desired.
The temporary pole supports would leave "unfinished sockets", (after initial hardening). These sockets could be ferrules for useful household attachments later. (Or these sockets could just be covered over).
More detail may follow later.
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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.
..... Research & Development Through Free Exchange of Ideas
Enersearch doesn't hold a www
domain or virtual server to economize on expenses. Enersearch is a very
small nonprofit organization, founded in 1980, in Maine, USA. A wide range
of projects are synergistically studied as an alternative approach to the
usual method of specialization. Translucent
dome built enirely singlehanded by author. Page on building methods
will be added.See an old sketch the author
made with an ancient Windows program. See trickle
down solar heat storage concept.Sculptural
concrete dome, a minimalist concept. Translucent
sheathing details.
Star dome: intrinsic
star tessalations.
Ringforcement: a
synergy of ferocement, concrete, masonry and curved construction methods.
Building your dream geometry ?
free
assitance, (when time permits), with accurate nonlinear geometry.
A
sketch for an article on integrating conventional
stud construction with ferro cement ![]()
Heat exchanger: experiment
Vortex
flame amplifier: solid fuel burning experiment.
Extra
axial : twisting spins- poloidal
Radial wave:
rotated spins.
Spiraling
sphere models / "spinductor": spherical inductor
"Nex'inductor": miscellaneous
spins structures
Tetra
helix prism : refracted spin
Knot like torsion
structure : tetrahedral spin
Tetrahedron derived curve. three fold spin
Donut spiral: relation of poloid
to the tetrahedron.
Parasitic
Antenna Elements... Geometric modeling some interference patterns.
Interactive,
Periodic Table Of Elements.