This page reports on prototype coiled wire mesh and related tools. Stiff and springy flat coils are the main focus here. Is there some sort of weaving mechanism which could be adapted to produce cementitious mesh, on site. Stiff flat loops might conceivably force through successively and then lock-spring together to form a tensioned mesh. The original strength character would not be reduced by welding  and the mesh could much better adapt to contoured forming as needed in compound curve contouring. Another possible advantage is variable sizing of mesh openings in a single continuous mesh "sheet".  Variable mesh should save material, labor and minimize mesh related injury. One job site machine could do this all. Agricultural mesh has avoided variable openings and geotextile mesh has avoided metals, (for obvious reasons). The ferrocement user needs finer-wire mesh.

In the mean time welding wire is featured because it is widely available and therefore among the most mass produced form of marketed, stiff wire. Also it ranks high in strength performance. Nevertheless, plastics offer some competitive possibility, (using filaments instead of wire).  An attempt is made here to inform all parties interested in mesh from manufacturers to users, even the "home-improver-owner".  Please bear with the wide adaptability.  Your comments are welcomed.

2007 experiments with minimalist concrete frameworks.

2007 focus on fast-&-easy ringforcement flat work.

2005 experiments with hand made mesh may be seen here. (Click).

Welding wire safety data reads somewhat like the properties of spring steel. That is according to Materials Handbook/ McGraw Hill Books. Low carbon, 1-5% Manganese, 1-5 % silicon are listed on my wire data. It is hard and springy. Spools of wire or filament are far more compact to ship to a jobsite, compared with rolls of pre manufactured mesh. Jobsite mesh production could boost efficiency in shipping and also in "value added factors".. (Rawer material should boost contractor profit).

The mesh above is linked simply by sliding loops of one flat coil trough the loops of a neighboring flat coil. The 7 flat coils shown above could be formed simultaneously and "zipped" together. The picture below shows a workable bending pattern which causes a flat coil to spread in a linear direction. Beginning with a "relaxed" (un sprung) coil of stiff wire, bend as arrows direct. Upon release, all 22 turns will offset the next turn in linear fashion. The same offset can be made with a cam or like mechanism, for continuously fed flat coils. The result is comb like in that the more pointed side can easily feed through adjoining coils to create job site meshes, of "endless" length. Plastic filaments may complicate the "compressed weave" or, perhaps jobsite thermal annealing may achieve the same essential result.

(See some additional notes on bent coil effects, click here).The remainder of this page will summarize experiments with MIG wire coils, (in do-it-yourself" style).  In short, new tools would help. Most ferro cement builders buy tools and materials off the shelf and hate to sacrifice time on experiments like these. Marketers should think about this new market potential. Compound curved, ferrocement building techniques are becoming discovered and demanded in the market place. Superior reinforcement could compete with older products. Great talent is networking on the web today and clients are bound to hire and generate demand for provable performance. Whether the experiments here foretell a worthy gamble for a manufacturer , that is the question. (To be or not to be.)

Following are my initial experiments with welding-wire (or MIG wire) used in reinforcement work. Over the years I have come to prefer other methods:

Pre 2004 Wire Handling & Unwoven Mesh

A continuous flat helix can be fed from an ordinary spool of MIG wire. However MIG wire tries to relax itself to a much larger radius than it's spool. It can twist into messy balls so it needs controls. Therefore methods to handle and use it in the "tensioned coil condition" were investigated. Finding the least labor intensive method to use welding wire for ferrocement was the objective. Composite reinforcement could also use this flat coiled wire reinforcement. First a stationary spool was considered. The rim of the spool impedes feeding of a flat continuous helix. So rim removal was tried with mixed results. Unpredictably, too much wire comes off all at once which is hard to handle. (Especially one day when some kids helped me;-)

A way to remove rims was tried. Router was pivoted in the center sleeve of MIG wire spool. The pivot guide consists of an ordinary washer which happened to fit nicely in the spool sleeve. This pivot washer was welded to a piece of metal and a screw which fit into router's set screw hole. By tuning this screw the cut radius was adjustable. The router was set to a comfortable depth to cut minimal plastic (needed to cleanly remove the rim of spool).

With spools on ground, bent steel rods were stuck into ground. This helped keep the stiff welding wire from springing out of control. While the stiffness of welding wire is desirable for building, it is hard to handle and this approach demanded too much skill in handling.

Next a commercial wire feeder concept was investigated. A method which feeds bulk wire to industrial welding systems. It uses a spinning "eye" or tube to extract the leading wire edge from the spool without tangling. An improvised rig consisting of bearing, arm and eye was pieced together and turned with a cordless drill. This experiment did not improve wire dispensing. (However it the essence of it appears great for uncoiling very large and heavy spools of wire to feed a factory welder).

Next some pre-stressed coils were investigated. A mig welder was used to "pre-bend" wire so that it would not try to straighten itself. The "pre-bent" wires are easy to use in cement. (Welding gas turned off and electrodes unused, just the drive was used). This produced ample bundles of relaxed wire coils. The coils are easy to apply in wet cement.  The rings made so far with all this experimentation can be viewed at this link.

The MIG wire drive is a well developed mechanism. This drive can be used for "bending" and un-stressing coils but somewhat redundantly. If stress free wire was demanded by the market, the original fabricator could bend it while spooling it. For MIG welding purposes, every manufacturing effort is made to keep the wire as "straight" as possible. (So that it will push through the MIG hose and gun easily).

Presently a flat spiral feed is being studied which lets gravity drop a few turns off of the spool and on to a "flat channel". The spool is supported only from above. This system almost works very simply as so far described. A few turns are easily and quickly extracted after cutting from spool. Once removed from channel, the flat coils must be held firm to prevent wild unraveling. A few turns are usable but many more turns impart advantages to ferrocement.

Continuous, non stop flat spirals are possible by adding a gear motor. (See picture above). A motor was added to slowly turn the spool and let it continue dropping more loose turns of wire into the flat channel. Flat coils are pulled through the channel by hand. (For greater automation, rollers could replace this hand work). The channel helps form the flat coil /helix and keeps it orderly. A number of flat turns are grabbed between forearms and slid out.
Continuous, un cut, flat coils reduce chances of wire ends sticking out of finished cement. Fewer cuts in wire allow smoother, quicker cement application. A continuous procession of flat turns can be placed into wet cement and there be firmly embedded permanently. Alternatively, for the beginning experimenter short sections can be cut and overlap other ring rows. similar to the art of lapping fibre glass or papier-mache). Simultaneous cement and wire application is conceivable from automatic machinery.

Still one additional ring producing prototype was attempted during 2003, Details will be added hear soon.

Future Possibilities

Continuous loop rings contrast with individualized "O" rings.    Plain "O" shaped rings are self contained and easy to handle.   Directly extruded ring manufacturing is desired. Pre manufactured rings of many sizes might simply be added to cement or concrete mixtures. However an introduction to potential manufactures has not yet been found. In the mean time, low cost prototypes are considered. The modern single phase MIG welder is an excellent starting point to build upon and develop an individualized ring fabricating machine. Wire could be made into variably sized rings from pencil diameter and up to many times larger. The interesting feature of individualized rings is that rings can become aggregates in specialized mixes. Concrete, cement and almost any composite may benefit from individualized reinforcement rings. An interlocking advantage beyond mere fiber is added. Rings extend tensile strength fully to extremities unlike fibers which offer reduced anchoring at fiber ends.

Possibly more interesting than individualized ring making is to make 3D rings. Rings which entwine 3D space are suggested for study. Again the MIG welder can adapt to 3D ring forming. .See some examples here--

Entwine 3D Space

The first two links include 3D reinforcement frameworks which "nest together" forming a chain linkage after permeated with cement. It is postulated that normal shrinkage cracking is better handled. Such frameworks benefit cold joint or slowly progressive building because moist curing is more easily assured.  (Not having large frameworks to interfere with plastic curing sheet covers). It also hold potential for future power tools which could better mechanize construction.

.Nesting elliptical ring frameworks , (instant dome from rings).

Nesting cube-faced rings for 3D Reinforcements

Spiraling ringforcement for frameworks, rafters and truss structure.

Bo's 3D rings and a friend's labor saving, 24/7 concrete construction robot.

Alternative using fiberglass insulation blocks.

Progressive concentric spiral as reinforcement.

Experimentation with intersecting joists.

Wanted: constructive cooperation with any group or with an individual who may be interested. The purpose of this offer is to foster sculptural building which is harmonious with the environment. Cooperation from small scale experimental building to larger scale tool development is welcome. Sculptural building here includes a wide range of materials and methods.

Comments are invited. Consultancy or constructive cooperation is offered.

Note: These pages are placed in the public domain and are furnished "as is". The author assumes no responsibility for the use or misuse of the concepts in this series. All authorities should be satisfied first, as might be required, by relevant laws, before any building proceeds.

Searching Synergy ........ Free Exchange of Ideas

Enersearch was incorporated in 1980 but never materialized financially.  A  synergy of concepts were developed and are reflected in the pages of this series.  The synergy continues as a single handed effort of Bo Atkinson, in Maine, USA.

Email comments welcome ~~~~~~~

Tel : 207 342 5796 . . . (Maine)