Synthetic resins or natural rubbers -- part of the class 520 ser – Synthetic resins – At least one aryl ring which is part of a fused or bridged...
Reexamination Certificate
2000-05-26
2003-08-26
Pezzuto, Helen L. (Department: 1713)
Synthetic resins or natural rubbers -- part of the class 520 ser
Synthetic resins
At least one aryl ring which is part of a fused or bridged...
C524S445000, C524S447000, C524S790000, C442S063000
Reexamination Certificate
active
06610781
ABSTRACT:
FIELD OF THE INVENTION
The present invention relates to absorbent materials. More specifically, the invention relates to a reinforced networked polymer/clay alloy composite useful, for example, in containment applications such as landfill liners or covers, reservoir liners, underground storage tank liners, secondary containment liners, and man-made bodies of water, or personal care absorbent articles, including diapers, training pants, feminine hygiene products such as sanitary napkins, incontinence devices and the like.
BACKGROUND DISCUSSION
There are a number of commercial applications for absorbent materials, including, without limitation, in containment applications as landfill liners or covers, reservoir liners, underground storage tank liners, secondary containment liners, and man-made bodies of water, or personal care absorbent articles, including diapers, training pants, feminine hygiene products such as sanitary napkins, incontinence devices and the like. While the applications are diverse, there is need for a material having improved water absorbency and/or fluid barrier properties.
For example, in waste containment applications, hydraulic barriers can reduce the escape or leakage of harmful leachates into surface and ground waters. In man-made bodies of water, a hydraulic barrier acts to contain the water within an enclosure or defined impoundment area.
In one type of liner, hydraulic barriers are often formed from bentonite. Specifically, bentonite is admixed with the soil forming the water-holding area. Upon contact of the bentonite with water, the bentonite swells and thereby fills up the voids found in the soil. However, the water absorption capacity of bentonite alone may not be sufficient for the containment of some water-soluble wastes.
U.S. Pat. No. 3,949,560 (Clem, Apr. 13, 1976) is directed to a soil sealant composition dry mixed with soil. The soil sealant composition consists of bentonite, a water-soluble dispersing agent and a pre-formed water-soluble polymer. The water-soluble dispersing agent is a phosphoric acid salt, sulfate of ROSO
3
X (R is a C
8
-C
32
hydrocarbon, X is an alkaline metal or ammonium) or a leonardite salt. The pre-formed water-soluble polymer is polyacrylic acid, water-soluble salts of polyacrylic acid, hydrolyzed poly-acrylonitrile, polyvinyl acetate, polyvinyl alcohol, copolymers of the foregoing or a copolymer of acrylic acid and maleic anhydride. A water containing enclosure is formed from the soil/soil sealant mixture and contacted with water to hydrate the bentonite. The resulting hydrated enclosure is used for containing water contaminated with industrial waste. No reinforcing agent is used with the soil/soil sealant mixture.
U.S. Pat. No. 4,048,373 (Clem, Sep. 13, 1977), U.S. Pat. No. 4,103,499 (Clem, Aug. 1, 1978) and U.S. Pat. No. 4,139,588 (Clem, Feb. 13, 1979) all describe a water barrier panel or moisture impervious panel comprised of a soil sealant sandwiched between two paperboard sheets. More particularly, the panel is formed of a corrugated paperboard carrier or form including a pair of spaced paperboard facing sheets interconnected by a paper corrugated strip to form a plurality of voids. The voids are filled with the soil sealant composition described in U.S. Pat. No. 3,949,560 and the edges of the panel may be sealed with wax, tape or water-soluble gum. When contacted with water, moisture passes through the paperboard sheets to the soil sealant composition, where the bentonite swells.
More recently, so-called geosynthetic clay liners (“GCL”) have become relatively widely accepted for use as hydraulic barriers. A GCL has a layer of bentonite supported by a geotextile or a geomembrane material, mechanically held together by needling, stitching or chemical adhesives.
An example of a GCL prepared with a chemical adhesive is provided in U.S. Pat. No. 4,467,015 (Clem, Aug. 21, 1984). This patent describes a waterproofing structure or water impervious sheet material comprised of layers of flexible carrier sheets coated with a water swellable composition. The water swellable composition is clay or a dry granular mixture of clay, a pre-formed water-soluble polymer, such as polyacrylic acid, and a water-soluble salt. The composition is secured by using an adhesive, whether water-soluble or -insoluble or a solvent-soluble or -insoluble adhesive. A disadvantage of this type of laminate is that clays in the GCL may still migrate away from the GCL with the leachate percolating through the liner, albeit very slowly.
Similarly, U.S. Pat. No. 4,810,573 (Harriet, Mar. 7, 1989) describes a laminated composite article with a clay composition adhered to a water-impermeable sheet. The clay composition is an intimate mixture of water swellable clay and a pre-formed elastomer, such as polypropylene and/or polybutene. The intimate clay/elastomer mixture is produced by blending clay with pre-formed elastomers in a sigma blender to masticate the elastomer. The clay composition is adhered to the water-impermeable sheet by rolling to form a laminate. U.S. Pat. No. 5,580,630 (Byrd, Dec. 3, 1996) describes a multi-layer article using the same clay composition as Harriet.
As indicated above, rather than using a chemical adhesive, the layers of the GCL may be mechanically held together by other means such as stitching and needle punching. For instance, U.S. Pat. No. 4,565,468 (Crawford, Jan. 21, 1986) described a moisture impermeable barrier comprised of two fabric layers quilted together. A top sheet member is positioned over a base sheet member having a layer of bentonite resting on its upper surface. The top sheet member is secured to the base sheet member by stitches extending therebetween. The stitching forms either quilted compartments or elongated corrugated compartments containing the bentonite therein.
DE 3704503 A1 (Heerten et al.) discloses an article having two fabric layers sandwiching a bentonite clay layer, wherein the two fabric layers are needle punched together. U.S. Pat. No. 5,174,231 (White, Dec. 29, 1992) describes a multi-layer article including an intermediate layer of a water-swellable colloidal clay sandwiched between two layers of flexible material or fabric sheet. The two layers are structurally interconnected through the intermediate clay layer such as by needle punching, sewing, quilting, or needle looming, to interconnect fibers of one fabric layer to the other fabric layer at spaced locations over essentially the entire surface areas of both layers.
Thus, in these GCLs, the clay particles are either adhered onto the geotextile or geomembrane or are physically confined by opposing layers of geotextile or geomembrane. The opposing layers of geotextile or geomembranes are mechanically held together by means such as sewing, quilting and needle punching, which limits the movement of clay particles therebetween. However, the clay particles in granular bentonite used in these applications are typically a couple of micrometers or less in diameter. Further, the void spaces in the geotextiles or geomembranes and the spacing of the stitching or needle punching tend to be greater than the size of the clay articles. Thus, it is still possible for the clay particles in the GCL to migrate out of the liner, particularly when placed under a hydraulic pressure gradient, albeit slowly.
It is commonly known that bentonite swells well in fresh water but poorly in, water containing salts and/or metals, such as saltwater, seawater, acid mine drainage, and the like. Thus, while GCL's are effective barriers for fresh water, they are ineffective barriers to water with high salt and dissolved metals concentrations.
Another problem with GCL's is that the bentonite is typically dry and, therefore, until the bentonite swells, waste water can flow through the GCL. Accordingly, GCL's must first be pre-hydrated after installation. This pre-hydration step can take up to 48 hours, for example.
Yet another problem with GCL's is their weight. Typically, a GCL weighs more than 5 kg/M
2
. Because of its weight, transportation and
Payzant John Donald
Van Woudenberg Walter
Zhou Zhihong
Alberta Research Council Inc.
Pezzuto Helen L.
Tassel Kurt D. Van
Van Tassel & Associates
VandenHoff Deborah G.
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