FLEXIBLE MODULAR LIQUID DAM HAVING STIFFENER RODS

Abstract

A modular liquid dam comprising a plurality of individual elongated members or segments that can be assembled in an end-to-end relationship to form a temporary liquid retainer or diverter on a substrate surface. The dam members are provided with one or more longitudinal bores or passages that reduce the amount of material in each member, thereby reducing manufacturing costs. The bore members are open on at least one end of the dam member such that a stiffener rod or rods of varying rigidity greater than the rigidity of the dam members may be inserted into the dam members to increase and vary the rigidity of the dam member as desired.

Description

This application is a continuation-in-part application of U.S. patent application Ser. No. 14/472,601, now U.S. Pat. No. 9,387,983, filed Aug. 29, 2014, and issued Jul. 12, 2016, claiming the benefit of U.S. Provisional Patent Application No. 61/872,191, filed Aug. 30, 2013, the disclosures of which are incorporated herein by reference.

BACKGROUND OF THE INVENTION

This invention relates generally to temporary liquid dams, dikes or barriers to retain or divert liquids on a surface, and more particularly to liquid dam assemblies of modular flexible components.

It is often desirable to retain or divert liquid flows of relatively small depth, such as a few inches, with liquid dams that can be quickly and easily installed as needed, such as for example when pipes burst, liquid containers leak or spills occur, especially indoors. It is well known to provide modular liquid dams that can be assembled as needed, the dams comprising elongated dam members formed of a generally soft or tacky polymeric elastomer material (e.g., polyurethane or polyvinylchloride) such that the bottom of the dam members provide sufficient contact with the substrate surface to prevent passage of the liquid under the dam. It is preferred that the dam comprise a number of readily portable segments or members assembled end-to-end, as the modular nature of the dam allows for the formation of many different configurations as required. The members are abutted to form an elongated barrier, and the members may be provided with joining mechanisms. Examples of such devices are shown in U.S. Pat. No. 4,031,676, U.S. Pat. No. 5,236,281, U.S. Pat. No. 5,454,195, U.S. Pat. No. 6,022,172, U.S. Pat. No. 6,588,979, and U.S. Pat. No. 8,454,269.

A significant problem with the known modular dams is the cost of materials. Another significant problem is that the flexibility of the dam members is determined by the choice of material and its density, such that some dam assemblies may be relatively rigid while others may be relatively flexible. It is an object of this invention to address both of these problems by providing a modular liquid dam having reduced material costs and adjustable flexibility.

SUMMARY

In general the invention is a modular liquid dam comprising a plurality of individual, liquid impermeable, elongated members or segments that can be assembled in an end-to-end relationship to form a temporary retainer or diverter on a substrate surface. The members are of sufficient weight and have a base or bottom surface, preferably substantially flat or planar, of sufficient width to preclude passage of liquid beneath the member when placed onto the substrate. The members are composed of a soft, compressible, flexible, resilient non-rigid polymeric elastomer material, such as e.g., polyurethane, polyethylene or polyvinylchloride, having a density that allows the bottom surface to weep or sag to conform to some degree with imperfections in the substrate in order to provide a better seal.

The dam members are provided with one or more longitudinal bores or passages that reduce the amount of material required to make each member, thereby reducing manufacturing costs. The bores may extend completely through the dam member, may be internal bores closed off at each end, or may be intermittently spaced within the dam member. Intermittent bore members result in spaced bridging structures of solid material to increase the structural integrity of the dam member. Preferably the bore members are open on at least one end of the dam member such that a stiffener rod or rods of varying rigidity may be inserted into the dam members to increase and vary the rigidity of the dam member as desired, the stiffener rods being sized to fill the interior of the bore, such that the external diameter of the stiffener rod is only slightly smaller than the internal diameter of the bore. Additionally, connection members may be inserted in the open ends of the bores to provide a mechanical or friction fit between adjoining dam members.

In alternative language, the invention in various embodiments is a liquid impermeable modular dam comprised of a plurality of dam members positioned in an end-to-end manner, each said dam member formed of a compressible, resilient, non-rigid, polymeric elastomer material, each said dam member comprising a longitudinal bore and a stiffener rod disposed within said bore, each said dam member comprising ends, said bore being open on at least one said end, said stiffener rod being of greater rigidity than said dam member, such that the rigidity of said dam member is increased when said stiffener rod is positioned within said bore. Furthermore, the invention may comprise the modular dam wherein said bore is open on both ends; further comprising a plurality of interchangeable stiffener rods each having differing degrees of rigidity, wherein each of said stiffener rods is of greater rigidity than said dam member, and whereby the rigidity of said dam member is increased a different amount depending upon which of said stiffener rods is disposed within said bore; further comprising physical connection members adapted to connect said dam members to each other; wherein said dam members are formed of an elastomer material chosen from the group of elastomer materials consisting of polyurethane, polyethylene and polyvinylchloride; wherein said ends of adjoining dam members are configured to mechanically interlock with each other; wherein said ends of adjoining dam members are configured to friction-fit with each other; wherein the external cross-sectional dimension of said stiffener rod matches or is slightly smaller than the internal cross-sectional dimension of said bore; wherein the cross-sectional configuration of said stiffener rod matches the cross-sectional configuration of said bore; wherein the external cross-sectional dimension of each said stiffener rod matches or is slightly smaller than the internal cross-sectional dimension of each said bore; and/or wherein the cross-sectional configuration of each said stiffener rod matches the cross-sectional configuration of each said bore.

Alternatively still, a liquid impermeable modular dam comprised of a plurality of dam members positioned in an end-to-end manner, each said dam member formed of a compressible, resilient, non-rigid, polymeric elastomer material, each said dam member comprising a longitudinal bore and a stiffener rod disposed within said bore, each said dam member comprising ends, said bore being open on at least one said end, said stiffener rod being of greater rigidity than said dam member, such that the rigidity of said dam member is increased when said stiffener rod is positioned within said bore, wherein the external cross-sectional dimension of said stiffener rod matches or is slightly smaller than the internal cross-sectional dimension of said bore and wherein the cross-sectional configuration of said stiffener rod matches the cross-sectional configuration of said bore, such that said stiffener rod is tightly retained within said bore; possibly further comprising a plurality of interchangeable stiffener rods each having differing degrees of rigidity, wherein each of said stiffener rods is of greater rigidity than said dam member, and whereby the rigidity of said dam member is increased a different amount depending upon which of said stiffener rods is disposed within said bore; and/or possibly wherein each said dam member comprising a plurality of said bores and a plurality of said stiffener rods disposed within said bores, each of said stiffener rods being of greater rigidity than said dam member.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a perspective view of an embodiment of the invention showing a single longitudinal bore extending completely through a dam member, no stiffener rod being present.

FIG. 2 is an end view of an alternative embodiment or a dam member showing the presence of three stiffener rods tightly disposed within three longitudinal bores.

FIG. 3 is a partial cross-sectional view of another embodiment showing intermittent bores within a dam member and showing a connection member inserted into the open end of one bore.

FIG. 4 is a view of another embodiment showing a preformed connection member on one end of the dam member and an elongated bore extending through the other end, such that the connection member of one dam member may be received within the open bore of another dam member when assembled end-to-end.

DETAILED DESCRIPTION

The invention in its various embodiments will now be described with reference to the drawings. For purposes of this disclosure, the term “rod” shall be taken to define an elongated member, such as a cylindrical, tubular or polygonal-in-cross-section member, which possesses a degree of stiffness or rigidity greater than the stiffness or rigidity inherent in or possessed by a flexible dam member, which when combined with the flexible dam member by insertion into bore increases the degree of rigidity of the dam member. The term “rod” is intended to be distinguishable from elongated members such as cables, chains, ropes or wires used merely to connect dam members in linear arrangements without increasing the stiffness of the dam members, even if passed through bores in the dam members.

In general, the invention is a modular liquid dam, dike or barrier assembly comprising a plurality of individual elongated dam members or segments 11 having ends 12 such that the dam members 11 can be assembled or abutted in an end-to-end relationship to form a temporary retainer or diverter to control liquid on a substrate surface. The configuration of the ends 12 may be generally flat and perpendicular to the longitudinal axis as shown FIGS. 1-3, or they may be angled, or they may be formed with mating three-dimensional configurations as shown for example in FIG. 4 such that the ends 12 of adjoining dam members 11 interlock mechanically or by friction-fit.

The dam members 11 are of sufficient weight and have a base or bottom surface 13, preferably planar, of sufficient width to preclude passage of liquid beneath the dam member 11 when placed onto the substrate. The dam members 11 are composed of a soft, compressible, flexible, non-rigid polymeric elastomer material, such as e.g., polyurethane, polyethylene or polyvinylchloride, having a density that allows the bottom surface 13 to conform to some degree with surface imperfections or physical features of the substrate in order to provide a better seal, such that the bottom surface 13 sags, droops or compresses in response to the surface physical features of the substrate. The configuration of the dam member 11 may vary, and may for example be triangular (as shown), rectangular, rounded, etc., in cross-section.

The dam members 11 are provided with one or more longitudinal bores or passages 21 that reduce the amount of material present in each dam member 11, thereby reducing manufacturing costs. The bores 21 may extend completely through the dam member 11 such that open bore ends 22 are defined, as shown in FIG. 1, or may be internal bores 21 closed off at one end, as shown in FIG. 4, or closed off at each end, or may be bores 21 intermittently spaced within the dam member 11, as shown in FIG. 3. The use of intermittent bores 21 results in solid material internal bridging structures 23 which increase the structural integrity and reduce the flexibility of the dam member 11 to preclude or minimize tearing or collapsing. The bores 21 are preferably circular in cross-section, but may possess other cross-sectional shapes such as for example, oval, triangular, square, etc.

Preferably the bores 21 are open on at least one end 12 of the dam member 11 such that stiffener rods 31, of differing degrees of rigidity may be inserted through the open bore ends 22 into the bores 21 of the dam members 11 to increase and vary the rigidity of the dam members 11 as desired, the stiffener rods 31 being of greater rigidity than said dam members 11. For example, a given dam member 11 possessing a rigidity value of X may be provided with interchangeable stiffener rods 31 having rigidity values of X+Y, X+2Y, X+3Y, etc. The stiffener rods 31 may be composed of various polymers having differing rigidity characteristics, but may also be composed of other materials, including materials that are very rigid, such as for example metal rods, metal tubes or wooden dowels. Preferably the stiffener rods 31 are removable and therefore interchangeable. The external cross-sectional dimensions of the stiffener rods 31 matches or is slightly smaller than the internal cross-sectional dimensions of the bores 21. The cross-sectional configuration of the stiffener rods 31 matches the cross-sectional configuration of the bores 21. Thus for example, stiffener rods 31 having circular cross-sections are combined with bores 21 having circular cross-sections, stiffener rods having square cross-sections are combined with bores 21 having square cross-sections, etc. The external dimensions of a stiffener rod 31 is only slightly smaller than internal dimensions of the bore 21 into which it is inserted to increase the stiffness of the dam member 11 so that a firm and snug fit is achieved.

Physical connection members 32 may be provided such that a mechanical or friction fit is achieved between adjoining dam members 11 when assembled. For example, connection members 32 may be a rigid or non-rigid metal or plastic rod member 32a inserted in the open end 22 of the bore 21, as shown in FIG. 3, the connection member 32 being received by a corresponding bore socket or open end 22 formed in the end of another dam member 11. Alternatively, the connection members 32 may be a combination of integral physical features formed when the dam member 11 is molded, the physical features being a male member extending from the dam member end 12, as shown by the post 32b in FIG. 4, which is receivable by a corresponding bore open end 22 or socket formed in the end of another dam member 11.

Manufacture of the dam members 21 may be accomplished by a pouring uncured polymer to partially fill an open-topped mold, then inserting a sacrificial cylindrical member that may be removed after curing, such as for example a foam rod or a tubular member, or a permanent member designed to be left within the dam member 11, such as for example a thin-walled, tubular bladder member filled with gas. After placement of the bore-defining member in the uncured polymer within the mold, the remainder of the mold is filled. Upon curing, removable bore-defining members are extracted from the bores 21.

In this manner a plurality of dam members 11 may be formed and stored until needed to retain or direct a liquid. When required, the dam members 11 are assembled end-to-end to define the elongated barrier. If the circumstances require either a stiffer or more flexible barrier, stiffener rods 31 may be added, exchanged or removed as desired.

It is understood that equivalents and substitutions for elements and structures described above may be obvious to those of skill in the art. The described embodiments and figures are meant to be illustrative and not limiting. The true scope and definition of the invention therefore is to be as set forth in the following claims.

Claims

1. A liquid impermeable modular dam comprised of a plurality of dam members positioned in an end-to-end manner, each said dam member formed of a compressible, resilient, non-rigid, polymeric elastomer material, each said dam member comprising a longitudinal bore and a stiffener rod disposed within said bore, each said dam member comprising ends, said bore being open on at least one said end, said stiffener rod being of greater rigidity than said dam member, such that the rigidity of said dam member is increased when said stiffener rod is positioned within said bore.

2. The modular dam of claim 1, wherein said bore is open on both ends.

3. The modular dam of claim 1, further comprising a plurality of interchangeable stiffener rods each having differing degrees of rigidity, wherein each of said stiffener rods is of greater rigidity than said dam member, and whereby the rigidity of said dam member is increased a different amount depending upon which of said stiffener rods is disposed within said bore.

4. The modular dam of claim 1, further comprising physical connection members adapted to connect said dam members to each other.

5. The modular dam of claim 1, wherein said dam members are formed of an elastomer material chosen from the group of elastomer materials consisting of polyurethane, polyethylene and polyvinylchloride.

6. The modular dam of claim 1, wherein said ends of adjoining dam members are configured to mechanically interlock with each other.

7. The modular dam of claim 1, wherein said ends of adjoining dam members are configured to friction-fit with each other.

8. The modular dam of claim 1, wherein the external cross-sectional dimension of said stiffener rod matches or is slightly smaller than the internal cross-sectional dimension of said bore.

9. The modular dam of claim 1, wherein the cross-sectional configuration of said stiffener rod matches the cross-sectional configuration of said bore.

10. The modular dam of claim 3, wherein the external cross-sectional dimension of each said stiffener rod matches or is slightly smaller than the internal cross-sectional dimension of said bore.

11. The modular dam of claim 3, wherein the cross-sectional configuration of each said stiffener rod matches the cross-sectional configuration of said bore.

12. The modular dam of claim 1, each said dam member comprising a plurality of said bores and a plurality of said stiffener rods disposed within said bores.

13. The modular dam of claim 12, wherein the external cross-sectional dimension of each said stiffener rod matches or is slightly smaller than the internal cross-sectional dimension of each said bore.

14. The modular dam of claim 12, wherein the cross-sectional configuration of each said stiffener rod matches the cross-sectional configuration of each said bore.

15. The modular dam of claim 3, each said dam member comprising a plurality of said bores and a plurality of said stiffener rods disposed within said bores.

16. The modular dam of claim 15, wherein the external cross-sectional dimension of each said stiffener rod matches or is slightly smaller than the internal cross-sectional dimension of each said bore.

17. The modular dam of claim 15, wherein the cross-sectional configuration of each said stiffener rod matches the cross-sectional configuration of each said bore.

18. A liquid impermeable modular dam comprised of a plurality of dam members positioned in an end-to-end manner, each said dam member formed of a compressible, resilient, non-rigid, polymeric elastomer material, each said dam member comprising a longitudinal bore and a stiffener rod disposed within said bore, each said dam member comprising ends, said bore being open on at least one said end, said stiffener rod being of greater rigidity than said dam member, such that the rigidity of said dam member is increased when said stiffener rod is positioned within said bore, wherein the external cross-sectional dimension of said stiffener rod matches or is slightly smaller than the internal cross-sectional dimension of said bore and wherein the cross-sectional configuration of said stiffener rod matches the cross-sectional configuration of said bore, such that said stiffener rod is tightly retained within said bore.

19. The modular dam of claim 18, further comprising a plurality of interchangeable stiffener rods each having differing degrees of rigidity, wherein each of said stiffener rods is of greater rigidity than said dam member, and whereby the rigidity of said dam member is increased a different amount depending upon which of said stiffener rods is disposed within said bore.

20. The modular dam of claim 18, each said dam member comprising a plurality of said bores and a plurality of said stiffener rods disposed within said bores, each of said stiffener rods being of greater rigidity than said dam member.