It is known to use electrically conductive paving mixtures as part of a pavement system to prevent the accumulation of frozen precipitation by use of electrically-generated heat.
In our prior U.S. Pat. No. 5,707,171, an electrically conductive paving system is disclosed that comprises a grid of electrically conductive cables, a layer of electrically conductive paving mixture, an electrical power supply, and a monitoring system. The paving mixture comprises an aggregate fraction, a bituminous fraction, and a fraction of blended graphite particles, the graphite particles including a naturally-occurring portion and a synthetically-produced portion in a ratio of 2:1.
The paving mixture of the prior patent was designed to have sufficient stability and strength for use on airport runways. This required compromising the conductivity characteristics of the paving mixture in order to achieve sufficient stability and strength. If the electrically conductive paving is to be used in a less demanding environment, such as pedestrian walkways or lightly-traveled roadways, the stability/strength requirements of the pavement becomes less constraining.
In the present invention, the paving system has been improved to enhance conductivity of the conductive graphite/asphalt layer. This is achieved by replacing the blend of two graphites, one naturally occurring and the other synthetically produced, with a blend of two naturally occurring crystalline flake graphites, one being coarse (generally larger than 40 mesh/425 microns) and the other being fine (generally smaller than 100-200 mesh/150-75 microns). The ratio of course flake graphite to fine flake graphite may be from 1.5:1 to 1:1.5, but is preferably approximately 1:1. The increased conductivity of the graphite/asphalt layer enables the user to optimize the efficiency in the design of the electrically conductive paving system for increased heat transfer.
In one embodiment of this invention, the relative proportion of the coarser sized natural crystalline flake graphite (commercially available from the Superior Graphite Co. of Chicago, Ill., USA as grade 3298) and the finer sized natural crystalline flake graphite (Superior Graphite Co. grade −190) is 1:1. The mixture was designed in accordance with Asphalt Institute MS-2 “Mix Design Methods for Asphalt Concrete and other Hot Mix Types.” When added to the bituminous fraction, the blended graphite particles comprise approximately 10-25 percent, by weight, of the electrically conductive paving mixture.
The size characteristics of the two natural crystalline flake graphites used in the above-described embodiment are as follows: The coarser sized natural crystalline flake graphite (Superior Graphite grade 3298) has a gradation of not less than 95% passing a U.S. Standard 20 mesh (850 micron) sieve and a minimum of at least 80% being retained on a U.S. Standard 35 mesh (500 micron) sieve. The finer sized natural crystalline flake graphite (Superior Graphite grade −190) has a gradation of at least 80% minimum passing a U.S. Standard 100 mesh (150 micron) sieve.
The resistivity measurements, based on previous experience, indicate that the amount of graphite can be reduced to at least 15 percent of the aggregate and still achieve excellent resistivity with stability suitable for pedestrian applications and normal void content. The optimum bitumen content was found to be 7.2 percent of the aggregate, based on this new graphite blend. Graphites and mixes will change depending on the anticipated use for the system, as well as the aggregate used at each installation site.
The application and operation of a pavement system utilizing the above-described paving mixture is generally in accordance with the technique set forth in our prior U.S. Pat. No. 5,707,171, which is incorporated herein by reference. With reference to
In the illustrated installation, a waterproof membrane 18 of an asphalt-impregnated fabric substantially surrounds the conductive layer. This layer, preferably comprised of a non-woven fabric commonly used in roadway construction, provides additional insulative protection, increased durability, and improved resistance to water seepage.
A layer of sand 20 is placed over the conductive layer and concrete pavers 22 are placed on top thereof to complete the pavement system.
Accordingly, an electrically conductive paving mixture and system have been provided that meet all the objectives of the invention. While the invention has been described in terms of certain preferred embodiments, there is no intent to limit the invention to the same. Instead, the invention is defined by the following claims.
This application claims the benefit of Provisional Application No. 60/249,241 filed Nov. 16, 2000.
Filing Document | Filing Date | Country | Kind | 371c Date |
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PCT/US01/43705 | 11/16/2001 | WO | 00 | 11/3/2003 |
Publishing Document | Publishing Date | Country | Kind |
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WO02/40807 | 5/23/2002 | WO | A |
Number | Name | Date | Kind |
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3047701 | Frungel | Jul 1962 | A |
3166518 | Barnard | Jan 1965 | A |
3573427 | Minsk | Apr 1971 | A |
3626149 | Carney | Dec 1971 | A |
4319854 | Marzocchi | Mar 1982 | A |
4564745 | Deschenes | Jan 1986 | A |
4571860 | Long | Feb 1986 | A |
5707171 | Zaleski et al. | Jan 1998 | A |
6461424 | Ramme et al. | Oct 2002 | B1 |
6511258 | Johnsen | Jan 2003 | B1 |
6749678 | Reynhout | Jun 2004 | B1 |
Number | Date | Country |
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6-231868 | Aug 1994 | JP |
Number | Date | Country | |
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20040062606 A1 | Apr 2004 | US |
Number | Date | Country | |
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60249241 | Nov 2000 | US |