Coil matrix apparatus and methods of use thereof
a technology of coil matrix and coil matrix, which is applied in the field of coil matrix apparatus, can solve the problems of building footings, garage floors (multi-level) and walls, the most susceptible to water incursion, and its limitations, and achieve the effect of improving reliability
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embodiment 10
[0100]FIG. 5 presents an end elevation of the FIG. 4 array. The members 10 / 10D may be arrayed in either unit, doublet or mixed assemblage; likewise they may be in parallel, staggered or non-staggered registry, so long as a close proximity is maintained, i.e., there are no intervening or intermediate constraints, such as filler materials. FIG. 6 shows a coil doublet 20D, in plan view. It, along with its unit of FIGS. 2 or 3 enjoys almost the same versatility and may be mixed with them, or with the preferred embodiment 10 in standoff arrays.
embodiment 20
[0101] The aforesaid versatility is clearly seen in FIG. 7, where a highly supportive standoff array 30, comprised of a mix of the preferred embodiment 10 (in parallel arrangement), is cross-linked with the alternate embodiment 20. The coil usage, in this array, neither uses nor requires the strengthening longeron. Other arrangements may be made of either embodiment, with the coil modality free of, or bearing, the longeron 14 (24′). In a production run, the actual arrangement of the hoop members 10 / 20, as well as their mix and size, will be selected according to the function to be performed. For example, where a “pour through” of concrete is desired, spacing of elements to create voids in the array may be provided. A (small) model of such spacing S is depicted in the figure. Such a provision would, of course, necessitate removal and sealing of any covering, over and under the array at the selected void areas; such would be done in production or at the site of installation.
[0102] Fro...
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