Patent Grant
9315949
The present invention relates to a reusable system for the construction of roadways and equipment support surfaces in areas having poor ground integrity characteristics. More particularly, the present invention relates to a system of durable mats which can be interconnected to form roadways and/or equipment support surfaces. More particularly still, the present invention relates to a reusable system of mats which can be quickly and easily positioned in a single layer to form roadways and/or equipment support surfaces, and which can thereafter be easily removed and stored until needed again.
Mats for this use are generally known in the art and are available from Quality Mat Company, Beaumont, Tex. In remote and unstable environments, a stable roadway (or any roadway) often does not exist, such that temporary roadways are assembled by aligning planks, boards or mats along the desired path. The mats provide temporary structures for various construction projects as well as for use in environmental or disaster cleanup projects. These mats enable trucks and other equipment to drive over, store equipment on, or create campsites on otherwise unstable, soft or moist land or damaged areas by providing a relatively level and stable surface.
While conventional wood mats provide useful service at a reasonable cost, the wood core, which is typically made of white oak, can deteriorate over time due to moisture causing gradual rotting and degradation of the wood material. This causes the mat to be discarded, because unlike some of the other materials that are used on the upper and lower layers of the mat, the core cannot be replaced without essentially making an entirely new mat.
Also, conventional crane mats that are typically 4 feet wide and utilize 8×8 inch to 12×12 inch beams that are up to 40 feet in length, utilize beams that are made of oak and preferably white oak as that material provides acceptable performance of the mats for a significant service life at a reasonable cost. Such mats are also available from Quality Mat Company, Beaumont, Tex. These mats, which are often called timber mats or crane mats, typically utilize virgin wood utilize virgin wood that is shaped and cut to length to meet design demands. Due to weather conditions and other environmental factors, however, the availability of trees that can be harvested to make such large size and length beams is reduced, thus making it difficult to obtain suitable quantities to make large numbers of mats.
Accordingly, alternatives are needed for crane mat constructions to conserve the amount of wood beams that need to be included. Also, the materials that may be considered as alternatives need to possess the necessary physical properties to be able to withstand harsh outdoor conditions as well as to support heavy equipment. And of course cost is a factor in determining the selection of alternate materials, as it is not cost-effective to provide a mat that is multiple times more expensive than one that can be made of wood.
Thus, there is a need for improvement in these types of mat constructions both to provide longer service lives as well as to conserve natural resources, and these needs are now satisfied by the industrial mats of the present invention.
The invention relates to an industrial mat comprising a core that provides strength and rigidity to the mat, the core comprising a structure in the form of a sheet, a plurality of elongated members, a frame structure, a structure having a plurality of compartments, or combinations thereof; and at least one outer layer associated with the core wherein the at least one outer layer comprises a structure in the form of a sheet, a plurality of elongated members or combinations thereof. Advantageously, the core and outer layer(s) are integral or are joined together and the core structure is made of one or more environmentally resistant non-wood materials. The environmentally resistant materials that are suitable for the core structure include comprises treated wood, metal, an elastomeric material, a thermoplastic material, a thermosetting material or a combination thereof, with the materials providing sufficient strength and rigidity to the mat.
The mat must also provide sufficient load bearing capacity: A fully supported mat (one that is properly installed on a suitable prepared ground surface) must be able to withstand a 10 ton load, spread over a 12 inch diameter surface without degradation of mat properties or permanent deformation of the mat. The support structure would have a crush resistance of between about 500 and 800 psi to as much as 1000 psi depending upon the specific construction of the support structure and when properly installed on a suitably prepared ground surface. This provides resistance against compression as large vehicles or equipment move over or are placed upon the mat.
In one embodiment, the core structure comprises a plurality of elongated tubular members made of metal, a thermoplastic material or a thermosetting material with each tubular members being of the same or a different material, being hollow or solid or being individual members or joined together to form a frame. In another embodiment, the core structure comprises a plurality of hollow rectangular elongated tubular members made of a reinforced thermosetting material with each tubular member being made of the same material, wherein two outer layers are attached to the core, one forming an upper portion of the mat and the other forming a lower portion of the mat, with each outer layer comprising a plurality of elongated members. In yet another embodiment, the core structure comprises a thermoplastic, thermosetting, elastomeric or polyolefin sheet in a solid or honeycomb structure, wherein the core structure has a honeycomb structure with open cells, and the edges of the core structure is provided with protective members. When a cellular honeycomb structure is present in the core, the cells of the honeycomb structure may be provided with a filler material to increase the weight of the mat, as well as to control, preclude or provide absorption of liquids. Typically, two outer layers are associated with the core, one attached to the upper sheet and the other attached to the lower sheet, with each outer layer comprising a plurality of elongated members. To assist in retaining the filler material in the cells, the core may include upper and lower sheets.
A preferred mat has a core comprising a honeycomb, frame or ladder metal structure, wherein two outer layers are associated with the core, one forming an upper portion of the mat and the other forming a lower portion of the mat, with each outer layer comprising a plurality of elongated members having a modulus of about 1.6 M psi.
Any of the mats disclosed herein may further include beams or bumpers made of wood or a plastic material on sides or ends of the core to protect the core from damage due to transport or installation of the mat, with the beams or bumpers optionally provided on both sides and ends of the core.
In another preferred embodiment, the mat comprises a support core including a frame or ladder structure configured to support other components of the mat; upper and lower layers of elongated members protecting upper and lower surfaces of the core; and side beams or bumpers provided upon sides and ends of the core to protect the core from damage due to transport or installation of the mat. The beams or bumpers are provided on the sides and ends of the core and are made of wood or a plastic material. The frame or ladder structure can be made of steel or rectangular tube members of fiberglass reinforced plastic, with the beams and elongated members made of wood or of plastic or an elastomeric material.
To assist in handling of the mat, lifting elements are provided. When the core is made of steel, these lifting elements can be connected directly to the steel frame, e.g., by welding. For further environmental resistance, the steel frame may be coated or painted.
In this invention, the beams may have width and height dimensions of from between about 1×6 inches to about 24×24 inches. Preferably, the beams are about 2×8, 6×6 or 8×8 inches, 12×12 or greater and have lengths of between about 4 and 60 feet, preferably between about 6 and 30 feet and most preferably between about 10 and 40 feet; and the support structure has a height that is typically about 3 to 6 inches less than that of the beams. The side beams have the same dimensions and are attached to the support structure to locate their upper surfaces about 1.5 to 3 inches above the support structure and to locate their lower surfaces about 1.5 to 3 inches below the support structure, wherein the first and second plurality of elongated members have a thickness of about 1.5 to 3 inches to provide the substantially flat upper and lower surfaces of the mat.
A preferred embodiment of the invention relates to a crane or timber mat having substantially flat top and bottom surfaces and comprising first and second side beams having top, side, and bottom surfaces, with the beams having width and height dimensions of between about 6×6 inches and about 24×24 inches and a length of between about 18 and 60 feet; a non-wood support structure located between and connecting the first and second side beams, with the support structure having upper, lower and side portions, a height that is less than that of the side beams, a width and a length, with the support structure comprising first and second longitudinal members that are joined together by a plurality of cross members spaced about 10 to 30 inches apart; a plurality of joining rods that attach the side beams to the support structure, with the joining rods passing through the sides of the beams and support structure, with the rods spaced about 3 to 6 feet apart; a first plurality of elongated members attached to the upper portion of the support structure; and a second plurality of elongated members attached to the lower portion of the support structure. The top surface of the mat is formed by the top surfaces of the beams and the first plurality of elongated members, and the bottom surface of the mat is formed by the bottom surfaces of one or both of the beams and the second plurality of elongated members.
The first and second longitudinal members are typically C-shaped beams in order to provide flat faces for contact with the side beams. The side beams are made of solid cut wood, engineered lumber or a thermosetting plastic. The plurality of elongated members are boards made of solid cut wood, engineered lumber or a thermosetting plastic. The elongated members are bolted to the support structure. The first and second plurality of elongated members have the same thickness, with the joining rods each comprising a carriage bolt and nut arrangement wherein the bolts pass through a central area of the side beams and the longitudinal members of the support structure and are secured in place by the nuts.
The first and second longitudinal members and plurality of cross members of the support structure form a frame, with the mat having a width of between 4 and 8 feet; and the support structure has a width that is about 2 to 8 times the width of one side beam with the mat having a width of about 4 to 12 times the width of one side beam.
The first and second longitudinal members may be configured as a flat plate or a C-shaped beam with the cross members configured as a flat plate, and I-beam or a C-shaped beam. The longitudinal members of the support structure have a length that is less than that of the side beams, and the mat further comprises bumper members that are joined to the support structure to form the front and rear ends of the mat between the first and second beams. Also, some of the first and second plurality of elongated members have one or more openings to provide access to one or more joining rods to facilitate lifting or manipulation of the mat.
In a variation of the preferred embodiment, the first side beam is sized to provide about one half the height of the mat, with the first side beam attached to an upper portion of the support structure such that the upper surface of the first side beam extends above the support structure by about 1.5 to 3 inches; and wherein the elongated members adjacent the first side beam have a thickness of about 1.5 to 3 inches. Additionally, the second side beam is sized to provide one half the height of the mat and is attached to the second side of the support structure in a lower position such that the lower surface of the second side beam extends below the support structure by about 1.5 to 3 inches; wherein the first side beam of one mat sits upon the second side beam of an adjacent mat to form an interlocked structure of conjoined mats; and wherein the second plurality of elongated members adjacent the second side beam have a thickness of about 1.5 to 3 inches.
In this arrangement, the joining rods comprise a carriage bolt and nut arrangement that passes through a central area of the side beams and support structure, with the bolts passing through the first beam connected to an upper portion of the first longitudinal member of the support structure, and with the bolts passing through the second beam connected to a lower portion of the second longitudinal member of the support structure. To stabilize certain of these mats, there an additional first beam of the same dimensions as the first beam is provided for placement below the first side beam of the first mat and an additional second side beam of the same dimensions as the second beam is provided for placement upon the second side beam of another mat to provide the substantially flat upper and lower surfaces of the conjoined structure and to stabilize the outermost sides of the conjoined structure.
For additional stabilization, the second side beam is sized to provide the height of the mat, such that the mat can provide an outermost mat of an interlocked structure of conjoined mats; wherein the upper surface of the second side beam extends above the support structure by about 1.5 to 3 inches and the lower surface of the second side beam extends below the support structure by about 1.5 to 3 inches; and wherein the second elongated members adjacent the second side beam have a thickness of about 1.5 to 3 inches. In other embodiments, the invention relates to a mat comprising a core that provides strength and rigidity to the mat, the core comprising in the form of a sheet, a plurality of elongated members, a plurality of compartments, or combinations thereof; and at least one outer layer associated with the core wherein the at least one outer layer comprises a structure in the form of a sheet, a plurality of elongated members or combinations thereof. The core and outer layer(s) are either integral or are joined together, typically by nails, bolts, screws, rivets, other fasteners, or even by welding, an adhesive or combinations of any of the foregoing. Also, the structure of the core is advantageously made of one or more environmentally resistant materials. The mat preferably has a load bearing capacity that is able to withstand a load of at least 500 to 800 psi to as much as 1000 psi without permanently deforming the core.
Generally, two outer layers are associated with the core, one forming an upper portion of the mat and the other forming a lower portion of the mat, with comprising a structure in the form of a sheet, a plurality of elongated members or combinations thereof. Each outer layer typically comprises a plurality of elongated members in the form of wood boards or tubes of metal, an elastomeric material, a thermosetting material, a thermoplastic material or a combination thereof. Typically, the members, especially when in the form of wood members, have a modulus of about 1.6 M psi and up to about 2 M psi.
The environmentally resistant materials for the core structure may be selected from treated wood, metal, an elastomeric material, a thermoplastic material, a thermosetting material or a combination thereof. The core structure is an essential component to the mat which is designed to provide sufficient strength and rigidity to the mat, both initially and after the mat has been in service for a while, as the environmentally resistant material can withstand repeated contact with rain and snow conditions without degradation or deterioration.
The core structure preferably comprises a plurality of hollow elongated tubular members made of metal, a thermoplastic material or a thermosetting material with each tubular member being of the same or a different material and preferably with the members having a modulus of about 1.6 M psi. In one embodiment, the core structure comprises a plurality of hollow rectangular elongated tubular members made of a reinforced thermosetting material with each tubular member being made of the same material. The hollow sections may be filled with a material to help support the preferred load resistance of 600 to 800 psi for the mat. The edge of the mat may be provided with a protective member to protect the structure during entrance or egress of heavy equipment onto the mat. Two outer layers are attached to the core, one forming an upper portion of the mat and the other forming a lower portion of the mat, with each outer layer comprising a plurality of elongated members of the desired modulus.
The core structure may instead comprise a metal, thermoset, thermoplastic, elastomeric or polyolefin sheet in a solid or honeycomb form with the structure preferably having a modulus of about 1.6 M psi. When the core structure has a honeycomb arrangement with open cells, the edges of the core are provided with protective members to protect the structure. If desired, the cells of the structure can be provided with a filler material to increase or decrease the weight of the mat, as well as to control, preclude or provide absorption of liquids. Preferably, upper and lower sheets are provided to retain the filler material in the cells of the honeycomb structure of the core. For this purpose, two outer layers are typically associated with the core, one attached to the upper sheet and the other attached to the lower sheet of the core structure, with each outer layer comprising a plurality of elongated members having a modulus of about 1.6 M psi.
The core may also comprise a solid metal sheet or a metal honeycomb structure. When this core has a honeycomb structure with open cells, the cells may be provided with a filler material if necessary to increase the weight of the mat or to decrease the weight compared to a solid metal sheet, as well as to control, preclude or provide absorption of liquids. Again, two outer layers are preferably associated with the core, one forming an upper portion of the mat and the other forming a lower portion of the mat, with each outer layer comprising a plurality of elongated members having the desired modulus.
To protect the mat from damage due to transport or installation, the mat may include bumpers provided upon at least the front and rear ends of the mat to protect those ends from damage due to transport or installation of the mat. Preferably, the bumpers are provided on all sides of the mat.
In the latter embodiment, the mat includes a frame configured to support and provide a periphery about the core mat; upper and lower layers protecting upper and lower surfaces of the core. Advantageously, the frame comprises steel I-beams and the bumpers are received in outer cavities of the I-beams. Alternatively, the frame is a box frame made out of a rectangular tube member of fiberglass reinforced plastic and the bumpers sit on the outer side of each box frame member. The bumpers may extend onto the top and bottom surfaces of the mat. Alternatively, the bumpers are held in position by lip members associated with the upper and lower layers of the mat. If desired, the lip members may be integral with the upper and lower layers of the mat.
The bumpers are generally configured to have a narrower upper and lower profiles and a wider central profile to accommodate attachment to the mat, with the upper and lower layers being made of a plastic or elastomeric material. If desired, the box frame members may be filled with an insert, e.g., a molded solid, foam or pellet material. For simplicity, the box frame structure is protected by an outwardly adjacently positioned wood structure. The core may be a molded solid or foam material, or can be made of oak.
The mat may include lifting elements connected directly to the steel frame as this assists in lifting and moving the mat. And to improve the environmental resistance of the mat, the steel frame may be coated or painted.
The appended drawing figures provide additional details of the invention, wherein:
The present invention now provides an improved mat that possesses better environmental resistance due to the provision of a core made of environmentally resistant materials. The term “environmentally resistant material” means a material that is not subject to deterioration by water, moisture or other environmental conditions when compared to a conventional wood material such as white oak that is commonly used for such mats. This term includes thermoplastic and thermosetting materials as disclosed herein along with elastomers and even metals such as steel, aluminum or stainless steel. While steel does rust when encountering moisture or water, this is not considered to be a deterioration of the material as it is a surface phenomenon that does not affect the physical properties of the material but instead just detracts from its surface appearance. To avoid this, the steel components can be coated or painted to provide a better appearance and even further environmental resistance. Under certain conditions treated wood can withstand rotting and degradation much better than untreated wood such that it would be considered to be an environmentally resistant material because of its improved resistance against rotting.
The new and improved industrial mats of the present invention now provide additional advantages over conventional mats. For one, the use of a support structure that is not made of wood conserves timber resources which would otherwise be harvested to provide the long length beans for construction of the mats. Now, only the side beams of wood are used with the support structure providing the remaining width of the mat. And in the preferred arrangements, the support structure is not of the same height as the side beams to allow other, thinner elongated members to be applied to the top and bottom of the support structure so that the upper and lower surfaces of the mat are substantially uniform. These members may be wood but shorter lengths and thinner cross sections are used.
For other embodiments, the use of fiberglass reinforced thermosetting resins, generally in the form of a pultrusion, for the side beams and elongated members essentially eliminates the use of any wood in the mats. This further conserves timber resources.
The use of a non-wood support structure enables that component to be reused in the event that the side beams or elongated members become damaged or experience deterioration due to use and exposure to harsh environmental conditions. By being made of more robust and environmentally resistant materials, it is possible to disconnect the joining rods to take apart the mats and remove the damaged side beams or elongated members, and then add new components to the structure to form a new mat. In effect, this reduces the demand for wood beams or elongated members by 50 to as much as 100%.
Certain terms that are used herein are defined hereinbelow to assist in the understanding of the invention.
The term “industrial mat” is intended to cover relatively large mats having widths of at least about 4 feet with lengths running from about 4 feet to 40 feet and incorporating elongated members, beams, or other components having square or rectangular cross sections of sizes of at least about 1×6 to 24×24 inches with lengths from about 4 feet to as much as 40 feet or more. Preferred dimensions are described throughout the specification. As noted, previous and current mats of this type that are commercially available are primarily constructed of monolithic wood.
The term “non-wood” to describe the support structure is used for its ordinary meaning. The components of the structure are generally not made of wood but instead are made of meat, a thermosetting plastic or other materials that are resistant to degradation due to environmental factors such as moisture from water, snow or ice, organisms that can cause wood rot, or similar external factors that affect wood.
The term “substantially” is used for its ordinary meaning to indicate that the dimensions are not precise or exact. A skilled artisan can readily determine what tolerances are acceptable to provide a surface that is considered to be flat based upon the size of the side beams and the type of service that the mat is expected to provide. There is no requirement that the beams and elongated members be flush with each other along the top and bottom surfaces of the mat. Typically, the term “substantially” will mean that the top surfaces of the beams and elongated members can vary by as much as a few inches although in the more preferred embodiments the variance is less than 1 inch.
Additionally, all dimensions recited herein are approximate and can vary by as much as ±10% to in some case ±25%. In some situations, the term “about” is used to indicate this tolerance. And when the term “about” is used before reciting a range, it is understood that the term is applicable to each recited value in the range. Often, the craftsmanship and engineering procedures that are followed in construction of these mats minimize these tolerances as much as possible or industrially practical.
A wide range of thermoplastic or polymeric materials can be used for the core of the mats of this invention. These materials would be molded or cast to the desired size and thickness of the mat. Useful materials include:
The core may also be made of an elastomeric material. The elastomers are usually thermosets (requiring vulcanization) but may also be thermoplastic. Typical elastomers include:
Unsaturated rubbers that can be cured by sulfur vulcanization—these are preferred from a strength and hardness standpoint:
The elastomeric, thermoplastic or thermosetting materials disclosed herein can also be provided with conventional fillers to increase weight and hardness. They also can be reinforced with particulates, fibers such as glass, fabric or metal screening or scrim to reduce elongation and provide greater rigidity. Also, when the entire mat is made of elastomeric, thermoplastic or thermosetting materials, the entire mat can be made as an integral component.
The polymeric or elastomeric core can be made as a flat sheet provided that it has the necessary weight and rigidity. These variables can be controlled by the selection of the particular polymer or by providing a particular configuration for the core. For example, the core can be made with a honeycomb or open cell structure.
The term “honeycomb structure” refers to a structure that has openings or open cells therein which can be used to reduce weight or can be filled with other materials. The shape of the cells can be hexagonal, square, rectangular, or of another polygonal shape, or they can even be round. The cells can be adjacent to each other or spaced as desired and can extend in either the horizontal or vertical or direction.
With this construction, the weight of the mat can be increased and the resistance to liquid absorption improved by filling the cells of the honeycomb structure of the core with one or more of various materials, including sand, dirt, gravel, particles of plastics, ceramics, glass or other materials, various foam materials, or even of recycled materials such as particles of ground vehicle tires or other recyclable materials. The latter are preferred to fill the core to provide an environmentally friendly or “green” mat.
The core can also be provided in two half sections, an upper section and a lower section. The upper section can be designed with protrusions or raised and lower areas on its lower surface with the lower section designed with complementary recesses or lower and raised areas on the surface that faces the upper section so that the upper and lower section can be joined together by engagement of the protrusions and recesses or raised and lower areas.
Alternatively, the core can be made of a metal frame or metal structure. Typically, steel, stainless steel or aluminum are used and the frame or structure can be bolted, riveted or welded together. The metal frame or structure if made of steel can be further protected by galvanizing, painting or otherwise depositing powder or liquid coating material thereon to prevent moisture from contacting the steel. For example, the entire construction core when made of steel can be coated with a paint or even with a thermoplastic or thermosetting resin.
The metal frame can be used as is or can be configured with netting, mesh or other material that allows any frame openings to be provided with a filler to modify the weight of the mat. If additional weight is desired, heavier filler material can be used. To fill in the interior sections of the frame without adding too much weight to the mat, a plastic or rubber filler of low density particles or foam can be used.
The assembled mat in the preferred embodiments can vary depending upon the specific type of mat. 2-Ply or 3-ply laminated mats will typically include elongated members that are about 2×8 with the mat having a width of approximately 8 feet and a length of about 12, 14 or 16 feet. A crane or timber mat would be 4 to 8 feet wide with beams having typical width and height dimensions of 6×6, 8×8, 10×10 or 12×12 inches and a length of between about 20 and 40 feet. The core may be made of any environmentally resistant material disclosed herein and in the desired shape and configuration. The number of top, bottom, and core components will be dictated by the final dimensions of the mat for the particular application or end use.
The core made of environmentally resistant materials prevents degradation from exposure to weather conditions in the event that water or other liquids enter into the core. Preferred specific environmentally resistant materials for the core include:
The edges of the core construction can be protected as disclosed in US patent application 2014/0193196 or with wood or synthetic laminate to avoid mechanical damage to core edges. Additionally, a bumper structure of wood or plastic material as disclosed herein can also be used.
For certain open cell core structures, reinforcement with sheets or other cell closing materials can be used to improve stiffness and strength of the core while also retaining the filler in the cells or openings.
It is also possible to use a metal plate as the core. To reduce the weight of the mat, the core can be made of a honeycomb or lath structure, or with a plurality of openings. For very open structures, the cells or openings can be filled as noted above with a material that is lighter than the metal to maintain the weight at a desired level. The openings can be covered with upper and/or lower sheeting to retain the filler therein. Any material can be used for the sheeting as the metal core is providing the necessary strength and rigidity to the mat. Typically, the sheeting may be plywood, plastic, metal or composite material, and can be solid or in mesh form. The sheeting can be attached to the mat preferably by riveting, bolting or by an adhesive. The sheeting and core can be maintained in position be being sandwiched between the outer layers, with the entire structure held together by bolting or riveting. If necessary, holes for the bolts or other fasteners can be drilled through the metal plate or sheeting to facilitate assembly by allowing passage of the fasteners therethrough.
Generally, the mat construction for a laminated mat comprises one of the cores disclosed herein along with upper and lower layers of elongated members or beams. For the upper and lower layers, the thickness of the beams will be approximately 1.75 inches but may be between 1.5 and 3 inches. Length will be as desired but will preferably be 12, 14 or 16 feet. The width of the beams will vary depending upon location on the core. That is, the width of the top and bottom layer boards will be approximately 8 inches (single width) or 16 inches (double width). Approximately means they may be slightly less such as 7.5 to 8.5 inches or 15 to 17 inches. A typical thickness for the mat is approximately 6″, with the central layer providing a thickness of about 1″ to 4″ and the upper and lower layers providing a thickness of about 1″ to 3″. Of course, the dimensions can vary depending upon the specific end use intended for the mat. Also, the beams can be manufactured to any particular thickness, width and length, but the preferred dimensions disclosed herein approximate those of conventional mats of white oak or other materials which are in use in the industry.
In a most preferred embodiment, the mat includes a core of an environmentally resistant material, an outer upper layer positioned above the core and an outer lower layer positioned below the core, wherein each outer layer includes a plurality of elongated members each having a modulus of 1.6 M psi. As noted, the core is made of materials that provide a load bearing capacity that is able to withstand a load of at least 600 to 800 psi or more without damaging or permanently deforming the core construction.
The core can include one or two outer layers as desired or necessary for a particular installation and stiffness. The core components can be made be of sections or smaller portions that are joined together to form the desired size of the core. As an example, for a thermoplastic core of HDPE, sections may be welded together to provide the desired size, e.g., four HDPE 4′×8′ sections can form the core of a mat that is 8′×16′. Similarly, eight 4′×4′ sections can be joined by welding to form the same 8′×16′ mat. The same is true of wood, metal or elastomeric components, which can be joined mechanically, by adhesives or where applicable by welding. The core can also be made of upper and lower half sections that can be joined together by welding, a mechanical interlocking, by fasteners or by adhesives.
Additional layers or components can be added to the core or mat, but the most preferred construction includes outer layers above and below the core as noted herein. The outer layers are preferably made of white oak as disclosed in U.S. Pat. No. 4,462,712 (three layer) and U.S. Pat. No. 5,822,944 (two layer), the entire content of each of which is expressly incorporated herein by reference thereto. The mats are generally designed with water channels on the outer layer(s) to drain water from the mat.
Referring now to the Figures,
Boards 125 are applied to the core 115 by nailing, screwing, bolting or riveting of the boards 125 to the reinforced polyester beams 125 of the core 120. When bolting is used, the bolts can extend from the upper boards to the lower boards through the reinforced polyester beams 125. The nails, screws or bolt heads and nuts are recessed below the top surface of boards 130 and below the bottom surface of boards 130 to present relatively smooth upper and lower surfaces of the mat 100.
Alternatively, the boards can be attached to the core 120 by an adhesive or other means that provide a secure attachment. For example, when the core is made of a thermosetting material, the sheet and boards can be made of the same material as a unitary component. For a metal core, holes can be drilled to allow the bolts to pass therethrough.
As shown in
And while the interlocking is shown on opposite sides of the mat, the mats can be interlocked together in any direction using the top or bottom layers with appropriate configuring of the components of those layers.
Lifting elements 150 are provided on the third and ninth boards of the upper outer layer. These lifting elements 150 are configured as D shaped rings which are attached to the boards in recesses 170 so that the lifting element 150 can remain flat when the mat 100 is in use. Two lifting elements are shown but a skilled artisan can determine how many elements are needed for lifting of any particularly sized mat. If desired, lifting elements can also be provided on the boards attached to the lower outer layer 110 for versatility in the handling and transportation of the mat. The lifting elements are provided on the boards that are attached to the skin portion so that if the lifting elements or boards are damaged they can be easily removed and replaced.
The provision of single width boards enables the upper and lower moldings to have water channels 175 on the upper surface of the skin to drain water from the mat.
Alternatively, when sheet members are not needed, the lower layer 130 and upper layer 330 can be wood boards that retain the filler in the cells 360 as shown in
Of course, if the material of the core 315 and lower 130 and upper 330 layers provides sufficient weight, the cells do not need to be filled and the additional sheet members are not needed. Additional sheet members are also not needed if the cells are filled with an adherent filler material. The boards 130 of the upper and/or lower outer layers can be attached by bolting which passes through the cells. If desired, and preferably, the upper outer layer 330 is provided so that the final mat structure has an appearance that is similar to that of
Another embodiment of the invention is a variation on that of
In a preferred embodiment of the invention, the mat includes bumpers which protect the sides of the mat from damage during transport and installation. These bumpers are generally configured as a rails, rods or beams of a material that protects the sides and core of the mat from damage when being moved around from warehouse to truck to jobsite. As the mats are relatively heavy, around 2000 pounds, they are moved by heavy equipment such as front end loaders or cranes, and are typically dragged or dropped into position. The bumpers also provide protection to the side edges of the mats due to such movements and manipulation as well as some resistance to penetration by teeth or tines of the moving equipment. In one embodiment, the bumpers are made of a durable, tough and resilient material such as a plastic or elastomer, in particular, HDPE or a rubber material having a Shore D hardness of 10 to 50 is preferred. The bumpers are preferably molded or extruded into the desired shape or shapes for releasable attachment to the mat.
As shown in
As shown, the bumpers in the enlarged view of mat 400 have a tri-tube arrangement 430, of a “+” shape, that has a larger tube 430A in the center and the smaller tubes 430B, 430C located above and below the central tube. The tubes can be extruded in the shape that is shown or separate tubes can be made and then joined by welding, adhesive bonding or even by mechanical fasteners. This shape is not critical, however, and other shapes that are round, polygonal or that have combinations of different shapes can be used for the bumpers if desired. For certain materials, the bumper can fill the entire open side cavity of the I-beam, or it can partially fill the cavity provided that the bumper contacts the inner wall of the I-beam and extends towards the periphery of the mat so that it can absorb shock or impact forces.
In other embodiments disclosed herein, the bumpers can be made of wood. Wood is a useful relatively low cost material that has a history of good service in oil field mat applications.
The bumpers are preferably located on all sides of the mat. To retain the bumpers in position in the I-beams, rather than using an adhesive of bolting, the upper and lower layers of the mat can be provided with an additional member that is nailed to the upper and lower wood skins to retain the bumpers in place to prevent their dislodgement from the I-beam. The bumpers provide protection to the sides of the mat as well as to avoid damage to the core components.
The lip portions of the upper 515 and lower 520 skins can be a separate component that is attached to those layers or it can be molded or formed as an integral part of those layers. Generally, the upper 515 and lower 520 skins are made of a molded plastic or elastomeric material because such materials provide environmental resistance and impart durability and toughness to the mat. Also, the core 510 can be provided in two halves, an upper half that is attached to the upper skin and a lower half that is attached to the lower skin. These halves can be designed with protrusions or raised and lower areas so that they can be joined together by engagement of the protrusions and recesses or raised and lower areas. This reduces installation time and also assures that the core and skins interlock to provide the best resistance against compressive forces.
In the embodiments of
As in
To further reduce the weight of the mat while also improving its environmental resistance, a box frame of fiberglass reinforced plastic (FRP) can be used instead of the steel frame. This is shown in
The plastic of the FRP material would be any one of the thermosetting plastics of the types mentioned herein but thermosetting polyesters and epoxies are preferred.
When a box frame is used, the bumpers 625 are configured with a flat surface to abut against the frame 605. The bumpers 625 are configured with upper and lower portions that are less wide than the central portion of the bumpers so that the skins 615, 620 can include lips 630 that engage the bumpers 625 to hold them in place against the box frame 605. These lips are essentially the same as those shown in
In
Alternatively, rather than fit into the structure on the sides of the mat, the bumpers can be designed with a “C” shaped cross section so that they can contact the top, side and bottom of the pultruded FRP box frame members. The top and bottom surfaces of the bumpers can extend above the upper and lower surfaces of the mat or they can be designed to remain flush with those surfaces by providing a thickness on the top and bottom bumper portions that correspond to the thickness of the top and bottom layers. Alternatively, the bumpers can be bolted, screwed, snap riveted or adhered to the FRP box frame with an adhesive.
The FRP frame 805 is protected by a rectangular wooden structure 825 which is also made of oak boards. The boards are joined together to form a square structure that is approximately the same size as the box frame 805 in width and height dimensions although the perimeter is larger so that the structure 825 sits outside or and adjacent to the box frame 805. The wood structure 825 acts as a bumper to protect the FRP box frame from damage during loading, transport and installation.
To provide additional protection to the box frame 805, the open area of the frame can be provided with a stabilizer 830 of foam or extruded polymer. As in
The mat 900 includes top 920 and bottom 925 wood boards preferably of oak that provide a flat surface for movement of vehicles or supporting equipment thereupon. These boards also provide upper and lower surfaces of the mat and protection of the core 905. These boards 920,925 also have spacings between them to allow water to drain from the upper surface of the mat, into the core and out of the lower surface of the mat. As the core 905 is made of an environmentally resistant material, there is no concern of deteriorating the core due to contact with water. The top and bottom wood boards are joined together about the frame using nails or bolts. Also, the tubular members of the frame 905 can also be provided with holes passing therethrough to accommodate bolting that is used to attach the wood boards 920,925 to the frame 905.
The frame 905 is also protected by wood boards 915 that provide replaceable bumpers for the frame 905. These can be attached to the frame by bolting that engages holes in the tubular members, or the wood boards 915 can be attached to the upper or lower boards 920, 925. As an alternative connection member, the frame 905 can be provided with studs or bolts that are welded to the tubular members and that receive the bumpers 915 or the upper 920 or lower 925 boards by passing through correspondingly located holes in those boards. The boards are then secured to the frame by appropriate nuts and washers or by flattening of the studs. This provides a simple yet robust construction for mat 900 which as noted allows replacement of boards that may become damaged during use. In the embodiments of
All of the mats according to the invention are to be installed on properly prepared ground so that they will perform acceptably. Ground preparation must be on a uniform material of uniform flatness (i.e., within +/−12″ over an 8′×14′ surface). Crushed stone or rock no larger than 4″ diameter is acceptable for preparing the ground as a substrate for supporting the mats.
All mats according to the invention are designed to meet the following product specifications for preferred implementations as temporary roadways, equipment support surfaces, platforms and similar applications. The mats of the invention do not cause contamination of the ground surfaces upon which they are applied.
Preferred overall mat dimensions are approximately 8′ wide×6″ tall and are either 12 ft, 14 ft or 16 ft in length. The interlocking feature will extend the length of the mats by about 1 ft at three locations at one end of mat. U.S. Pat. No. 4,462,712 discloses mats which contain interlocking fingers and recesses which are preferred for use in the present invention.
The mats typically include two (2) outer layers of individual wood or composite boards, having cross section dimensions of 1.75″ by 8″.
The spacing between individual boards or components in the upper outer layer is preferably approximately 1.25″ to allow water to drain from the mat. This spacing is retained in the upper portion of the skin. The slip resistance of the mat is improved by the draining of the excess water, especially when used in locations that experience heavy rain or snow conditions. The spacing between the individual boards or components can also be provided on the lower outer layer of the mat to allow the mat to provide better gripping onto the ground. The spacing or similar grooves on the lower outer layer on the bottom of mat will keep the mat from moving around on the ground as traffic moves across it. The spacing or grooves re even more important when the lower portion of the mat is made of an elastomeric or thermoplastic material so that the mat would it grip the ground sufficiently and will avoid or reduce sliding or slipping thereon.
The preferred mats have physical properties that meet or exceed the physical properties of a conventional white oak mat.
The mat must also provide sufficient load bearing capacity: A fully supported mat (one that is properly installed on an approved ground surface preparation) must withstand a 10 ton load, spread over a 12″ diameter surface without degradation of mat properties or permanent deformation of core construction of the mat. The core would have a crush resistance of between about 600 and 800 psi depending upon the application. This provides resistance against compression while not detracting from resistance to torsion forces that applied to the mat by vehicles passing thereover. Generally, the cores are designed so that they provide some degree of compressibility as large vehicles or equipment move over or are placed upon the mat. After the vehicles or equipment are removed from the mat, it retains its original thickness. In wet environments, this can cause some water to be sucked into the mat, which is another reason why the core components are designed to withstand moisture. Also, for some embodiments, the mats may be designed with apertures so that any water that enters the mat can later exit.
And while the preferred crane or timber mat sizes are about 6×6, 8×8 or 12×12 inches by 8 feet wide and 20 to 40 feet long, a related type of mat that is used with these large mats are the ramp mats or transition mats. These both have the same type of construction as the crane mats but are cut down in size to 3×3 inch or 4×4 inch in various lengths of 10 or 20 feet or more. These ramp or transition mats are positioned along one or more of the sides or ends of crane mats to act effectively as a “step” that allows heavy equipment to more easily move onto the larger crane mat.
Optionally and preferably, the perimeter edges of the mat are provided with additional protection to prevent or reduce damage to the core construction of the mat from side entrance or egress onto the mat from large vehicles with steel tracks. The edge material helps protect the core and bumpers and is preferably easily removable so that it can be replaced when necessary.
When plastic materials are used for the core, they are formulated to be relatively inflammable. Flammability of mat shall be defined as Class 2 (B) flame spread when measured by ASTM E84 test criteria. The flammability properties of these materials can be enhanced by adding the appropriate conventional flame retardant or other additives that are known to impart such properties.
The core can also be formulated to allow dissipation of static electricity. For this purpose, carbon black, metal particles or other conductive fillers can be added to plastic materials that are used for the core. Of course, a metal core is conductive without any additives.
Although relatively protected by the outer layers, the core, when made of plastic materials, can contain UV inhibitors as necessary and in an amount sufficient to reduce deterioration of physical properties or color.
For ease in moving of the mats, attachment points can be provided that allow for lifting and handling of individual mats. Lifting hardware preferably includes D-shaped rings, O-shaped rings, chain, or cables at 2-4 locations on the upper surface of the outer layer of the mat. The exact position and attachment of lifting hardware is designed based on the size and weight of the mat and is intended to avoid damage to mat during transport and installation.
The core of the mat may or may not be hollow. If hollow components are used for the core, whether as tubes of cells that have openings, these openings are preferably filled with a non-absorbent filler material. A wide variety of different plastic, elastomeric or foam materials in particulate or other forms can be used for this purpose. The hollow portions can be used as is or can be provided with the filler material to increase or decrease weight as needed. Fillers of glass, ceramic or metal particles can be included to provide additional weight or strength to the mat. Other materials such as recycled rubber tire material or other environmentally friendly materials can instead be used. Preferably, the mat has a weight that is on the order of an oak mat of similar size.
When elongated members are used for the upper and lower layers of the core construction, they provide additional weight to the mat and can be configured in different ways. One way would be to replicate a conventional oak mat and provide a single width construction where eleven 6″ wide (by 12′ 14′ or 16′ long) boards are provided in the upper and lower layers with three boards (nos. 3, 6, and 9) in the lower layer offset for interlocking. Alternatively, a double width construction may be used where four 12″ wide (by 12 or 16′ long) boards are provided in the upper and lower layers: each one separated by a 6″ board with the three 6″ boards in the lower layer offset to provide interlocking Other configurations can be used as desired for the particular end use of the mat.
If desired, the boards can made of wood or engineered lumber (preferably with a tolerance of ± 1/16″) or they can be made of tubes of metal or of a thermoplastic, elastomeric, or thermosetting material, with pultruded thermosetting tube being one example of a preferred alternative material. The sizes mentioned herein are not critical and can be varied depending upon the intended use of the mats. The values mentioned above are representative of typical mats.
The upper, central and lower layers are typically nailed and/or bolted together to form the mat. The structure preferably has a modulus of about 1.6 M psi although plastic mats may have a lesser modulus when greater flexibility of the mat is desired. The mat compression property of 600 to 800 psi is suitable for most applications.
The mat 1100 includes first and second side beams (1105, 1110) having top, side and bottom surfaces, with the beams having width and height dimensions of between 6×6 inches and 24×24 inches and a length of at least 4 feet and typically between 10 and 60 feet. Preferably the lengths of the beams are in the range of 20 to 40 feet and preferably 30 to 40 feet as these length mats are easier to transport and ship compared to longer mats. Other dimensions that are typically used for the side beams are 8×8, 10×10, 12×12, 14×14 and 16×16 although a skilled artisan can select other dimensions as desired.
Typically, the widths and heights of the side beams are of the same dimension so that the beams have a square cross-section. Alternatively, for certain designs, the beams may be rectangular in cross section, with the width being about twice the dimension of the height or vice versa. Other typical dimensions are 6×12, 6×18, 8×10, 8×12, 12×14, 12×16, 12×24, and 18×24. These rectangular beams may be connected to the support structure with the longer side as the height or with the longer side as the width, depending upon the desired use of the mat. Using the longer side as the width is generally preferred for interlocking mat arrangements.
A support structure 1115 is located between and connecting the first and second side beams (1105, 1110), with the support structure having upper, lower and side portions, a height that is less than that of the side beams, a width and a length. The support structure, which is set forth in more detail in
The support structure 1115 may be made of steel components with the cross members 1130 welded to the longitudinal members 1120, 1125 to form a ladder type structure which forms a frame for the support structure. At the front and rear ends of the frame, additional cross members 1135, 1140 may be provided to form a peripheral rectangular structure. For this embodiment, it is preferred that both the longitudinal members and additional cross members 1135, 1140 be C-shaped beams having a relatively flat plate with upper and lower flanges directed away from one side of the plate. The surface of the flat plate opposite the flanges of the longitudinal members faces the side beams 1105, 1110 so that a close and secure connection can be made between the two. The flanges of the C-shaped beam also serve as a point of connection for elongated members (1145 A, 1145B: 1150A, 1150B). Bolts 1155 can be attached to the flanges or to the cross members for this purpose. The flanges of cross-members 1135, 1140 also face the interior of the support structure so that the ends of the ladder frame have relatively smooth faces.
The cross members 1130 can be attached to the C-shaped beam between the top and bottom flanges to form vertical connectors of the support structure that provide the desired strength and rigidity. As shown in
The cross members 1130 of the support structure greatly contribute to the stiffness and rigidity of the frame. These members are typically spaced 12 to 24 inches apart for support structures that are used for the smaller sizes of height and width beams. For larger size beams, the spacing can be reduced to 10 to 16 inches in order to provide sufficient strength to hold the mat together. The determination of the spacing of the cross members can be calculated for any particular size mat using generally known engineering guidelines and equations so a more detailed explanation is not needed herein. The cross members typically have a height that is at least half the height of the longitudinal members to which they are attached and preferably are about the same height as the longitudinal members. If desired, reinforcement members can be added to the structure. In one such arrangement, additional plates, rods, beams or other structural components can be added to the top and/or bottom portions of the support structure between the longitudinal members. This is certainly advantageous when supporting the largest or heaviest equipment on the mat. Also, other structural members can be provided between the cross members however in most situations this is not necessary. If additional reinforcement is needed, care must be taken for positioning such members to avoid blocking or interfering with the passage of the joining rods through the longitudinal members and into the support structure.
The C-shaped beam and cross members are typically made of a metal such as steel so that the structure can be made by welding the cross members to the beams. While the preferred construction of the metal frame of the support structure is by welding, the frame components can instead be joined together by brazing, rivets or bolting if desired depending upon the size and configuration of the overall support structure. Instead of a C-shaped beam, a flat plate (i.e., one without flanges) of the appropriate thickness can be used. For this arrangement, the cross members may have an I-beam shape to provide further strengthening of the support structure. A C-shaped steel beam is preferred for the longitudinal members, however, because the flanges provide additional rigidity and support to the structure as well as support for the cross members during installation. Of course, this can be compensated for by using a thicker flat plate for the longitudinal members when that embodiment is to be used. And the I-shaped beams can be used for the cross member when a C-shaped longitudinal member is used, with appropriate adjustments made where the flanges of each come into contact with each other.
When the components of the support structures are made of metal, steel is typically used as that material is readily available and of low-cost. Although not necessary for most applications, the support structure can instead be made of a more corrosion resistant material such as stainless steel, copper, bronze, or other alloys. When carbon steel is used, however, the corrosion resistance can be enhanced by painting or coating the structure so that it would be more resistant to moisture. Also, steel can be galvanized or provided with another type of protective coating so that it would have a lower tendency to rust when contacted by moisture.
Aluminum or titanium can also be used for the support structure in specialty applications. All of these materials generally have higher cost than steel and can present joining the problems of greater difficulties in welding or brazing the cross members to the longitudinal members. It is possible in an alternative embodiment as noted to use rivets or bolting to connect the various longitudinal and cross members together to form the frame of the support structure. The sizing of the rivets or bolts as well as the dimensions for the welding and brazing, can be readily determined by a skilled artisans using routine testing if necessary. The same is true for the thickness of the beams or members that are used in the frame structure.
Alternatively, the support structure may be made of a fiberglass reinforced thermosetting plastic material resin, which is typically a polyester or epoxy resin. The components of the structure may be pultruded in the form of a rectangular or square tube which may be hollow or filled with other materials depending on the overall weight and compressibility desired for the construction.
When fiberglass reinforced thermosetting plastic material is used to form the support structure, the box or ladder frame can be prepared in the desired shape with the cross members and longitudinal members joined together with resin prior to curing. It is also possible to utilize bolting or other mechanical fasteners to connect these components together.
A plurality of joining rods 1160 are used to attach the side beams to the support structure, with the joining rods passing through the sides of the beams and support structure. These joining rods 1160 are typically large carriage bolts that include threaded ends to receive nuts that when assembled will hold the components together. These rods are spaced about 3 to 6 feet apart depending upon the size of the mat.
To form a substantially flat surface on the mat, various elongated members for upper and lower elongated members (1145A, 1145B, 1150A, 1150B) are provided. A first plurality of elongated members (1145A, 1145B) are attached to an upper portion of the support structure 1115 while a second plurality of elongated members is attached to a lower portion of the support structure 1115. Thus, the top surface of the mat is formed by the top surfaces of the side beams 1105, 1110 and the first plurality of elongated members 1145A, 1145B, while the bottom surface of the mat is formed by the bottom surfaces of the side beams 1105, 1110 and the second plurality of elongated members 1150A, 1150B. The flat top surface of the mat is best shown in
As the upper and lower surfaces of the mat must be somewhat uniform, the support structure and upper and lower elongated members generally have a combined height that is the same as that of the side beams. Typically, the support structure is centered vertically with respect to the side beams. As an example, the side beams can be 12×12 and the support structure would have a height of 8 inches so that the beams extend 2 inches above the top of the support structure and 2 inches below the bottom of the support structure. This provides room on the top and bottom of the support structure to accommodate 2 inch thick elongated members so that the top and bottom of the mat has substantially uniform surfaces. This type construction is preferred in that it minimizes the different types of thickness that need to be used for the elongated members and also provides a symmetrical mat that be oriented with wither surface facing up to receive equipment thereon. In other embodiments, different thicknesses of elongated members can be used on the top than on the bottom with the intent being that the thinner members are used on the bottom to prevent dirt or other materials from entering the support structure, while the elongated members on the top surface are provide to support the equipment or vehicles that are located or move upon the mat. In this embodiment, it is possible to provide a flat plate on the support structure of the lower surface rather than elongated members.
The same is true for the ends of the support structures. The longitudinal members 1120, 1125 can be shorter than the length of the side beams 1105,1110 by a distance of about 1 to 24 inches on each end or by a total of 2 to 48 inches. The distance of the shortened ends can correspond to the width of the side beams, if desired. The space between the shortened ends of the support structure 1115 and the side beams can be filled in with bumper members 1175, 1180 which then allow the mat to have substantially flat front had rear ends. These bumper members can be of the same width as the elongated members so that the same material for the elongated members can be used to provide bumper members for the front and rear of the support. This creates a symmetrical structure but different thicknesses of the bumper members can be used if desired.
In a less preferred embodiment, the longitudinal members 1120, 1125 can be substantially the same length as that of the side beams 1105,1110 so that the front and rear cross members 1135, 1140 form with the ends of the side beams the front and rear end surfaces of the mat.
The mat must also provide sufficient load bearing capacity: A fully supported mat (one that is properly installed on a suitable prepared ground surface) must be able to withstand a 10 ton load, spread over a 12 inch diameter surface without degradation of mat properties or permanent deformation of the mat. The support structure would have a crush resistance of between about 500 and 800 psi to possibly as much as 1000 psi depending upon the application and when properly installed on a suitably prepared ground surface. This provides resistance against compression as large vehicles or equipment move over or are placed upon the mat.
The side beams of the mat prevent or reduce damage to the support structure from side entrance or egress onto the mat from large vehicles with steel tracks. These beams can be replaced when necessary while the support structure can be reused to make a new mat.
The elongated members as well as the side beams are preferably made of any type of wood although oak is typically preferred. These members may also be made of engineered wood or lumber since that will be easier to make long lengths without having to obtain one piece virgin wood lengths. Additionally a layered veneer laminate can also be used for these members or beams. It is expected that the cost for that material would be about the same as the price for oak thus making it an attractive alternative.
Engineered lumber (or engineered wood) includes a range of derivative wood products which are manufactured by binding or fixing the strands, particles, fibers, or veneers or boards of wood, together with adhesives, or other methods of fixation to form wood composite materials. These materials provide the surprising benefit of repeatable consistency of the required sizes, the ability to mix different wood species to arrive at the final product, and exceptional properties generally exceeding what is provided from monolithic boards.
There are three types of engineered wood that can be used in the present invention:
Alternatively, the side beams and elongated members may be made of a fiberglass reinforced thermosetting plastic material such as fiberglass reinforced polyester or epoxy resins. These materials may be pultruded into a solid form or preferably as a rectangular or square tube. If desired, hollow tubes can be filled with any one of a variety of materials to contribute to the overall strength or compression resistance of the tube. Typically, crumb rubber, recycled tires or other plastic or elastomeric materials, sand, crushed rock or polyurethane foam may be provided inside the tube either before or after attachment to the support structure. A polyurethane foam is preferred for this purpose as it can be injected in a liquid form after the pultrusion is attached to the support structure. For stronger or heavier filler, the joining rods may be initially placed into the beam so that the filler does not block the insertion of the rods when joining the side beams to the support structure. Additionally, a metal or pultruded plastic tubular sleeve can be provided in the beams at the locations where the rods are to be inserted, so that the rod has an opening that remains after the filler is placed into the beams.
As these mats are relatively massive, provision should be made for moving, transporting and installing the mat at the desired field location. For this purpose, holes are provided in the upper surface, lower surface, or both to provide access to one or more of the joining rods. These holes are formed as cut out portions 1185 of the elongated members 1145, 1150. In this way, the holes allow access by a hook from a crane or other mechanical attachment to the joining rods for lifting or manipulation of the mat. For convenience, the attachment openings 1185 are provided both on the upper and lower surfaces of the mat so that either surface can contact the ground or be exposed on top as the surface upon which the equipment is to be installed, thus facilitating installation.
Turning now to
Mat 1200 includes side beams 1205, 1210 which are configured and dimensioned to represent only one half of the thickness of the mat. On one side of the mat, beam 1205 is attached to the upper portion of the support core 1215. This is done in a manner to extend the upper surface of beam 1205 above the top surface of the support structure 1215. As in the prior embodiment, elongated members 1145A, 1145B can be provided on the top portion of the support structure 1215 so that the top surface of the mat adjacent the side beam 1205 is relatively flat. In a similar manner, side beam 1210, which also has a thickness that is one half the thickness of the entire mat, is mounted to a lower end of the support structure 1215. The lower surface of side beam 1210 extends below the lower surface of the support structure to allow elongated members 1150A, 1150B to be accommodated to form a substantially flat surface for the bottom of the mat adjacent beam 1210.
This structure allows one mat to be initially placed on the ground with an adjacent mat placed such that beam 1205 sits upon beam 1210. This arrangement can be continued for as many mats as necessary to achieve a desired working base for cranes or other equipment.
The top surface of mat 1200 has a step on the opposite side from beam 1205, above beam 1210, while there remains an open space or step below beam 1205 adjacent the lower surface of the matt opposite beam 1210. While these surfaces allow interlocking of adjacent mats, it does not provide a stable mat surface on the outermost sides of the working base. To compensate for this, modified mats can be provided wherein the outermost end mats on one side of the working base can be made with beam 1105, which is the full thickness of the mat, on one aside and with beam 1210 on the opposite side to allow interlocking with adjacent mats that are configured like mat 1200. Similarly, the outermost end mats on the opposite side of the working base can be made with beams 1110 instead of 1210 on one side beam 1205 on the opposite side.
Alternatively, when the full extent of the entire working base is not known, of if an insufficient number of modified mats are not available, the mats on the outermost sides of the final working base can be provided with stabilizing beams of the same size and dimensions as beam 1205 provided in the space below attached beam 1205 so that the side of the mat can be stabilized. The same thing can be done for the outermost mats that have a step above beam 1210. A separate stabilizing member can be provided of the same size as beam 1210 to finish the upper surface of the mat at those locations. The stabilizing members can be attached to the beams of the mat if desired.
Mat 1200 requires a different system for connecting the beams 1205, 1210 to the support structure 1215. The connection of beam 1205 to the support structure 1215 will require that the joining rods 1260A pass through an upper portion of the support structure, whereas beam 1210 is connected to the support structure with joining rods 1260B passing through the beam and a lower portion of the support structure 1215. This is best shown in
In order to manipulate the mats for loading/unloading, or moving from one location to another or for installation and retrieval, the mats can include a retractable lifting element. This can be the lifting elements described above and those elements lie in a recess in the top surface of the mat during use for ease of access and to prevent tripping or damage to items moving over the mat or damage to the lifting elements themselves. Alternatively, a more complicated design such as that of US patent publication 2008/0292397 can be used.
To assist in the use of the mat during the night or on days that are dark due to poor weather conditions, the mat may include one or more lighting elements, such as those disclosed in International application WO 2006/048654. These lighting elements would preferably be embedded in the outer layer.
Another feature of the invention is the use of color coding to identify the specific layers that are used in the construction of the mat. This can also be used to identify mats for a particular customer or end user. When mats are rented or leased, the color coding can be used to identify which mats belong to the leasing company compared to mats provided by others. The color coding can be of a single color or of certain stripes, patterns, dots or other indicia that provides a “signature” that identifies the specific core that is present in the mat or a particular end user or owner of the mat.
The present invention provides unexpected benefits over the art in that the outer layer(s) can provide resistance to abrasion and abuse of the construction core while the core is resistant to moisture, water or even certain chemicals encountered from the surrounding environment. This enables the core to provide a much longer service life than when conventional wood components are used since the core is resistant to rotting or other chemical degradation that would otherwise affect wood components of the core. Finally, to the extent that any of the components of the upper or lower outer layers are damaged, they can be replaced so that a new mat can be made with the reuse of all of the core.
Therefore, in sum, it is to be realized that the optimum dimensional relationships for the parts of the invention can include variations and tolerances in size, materials, shape, form, function and use are deemed readily apparent and obvious to the skilled artisan, and all equivalent relationships to those illustrated in the drawings and described in the specification are intended to be encompassed by the claims appended hereto.
Unless defined otherwise, all technical and scientific terms used herein have same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. Also, as used herein and in the appended claims, the singular form “a”, “and”, and “the” include plural referents unless the context clearly dictates otherwise. All technical and scientific terms used herein have the same meaning.
The foregoing detailed description is considered as illustrative only of the principles of the invention. Further, since numerous modifications and changes will readily be apparent to those having ordinary skill in the art, it is not desired to limit the invention to the exact constructions demonstrated. Accordingly, all suitable modifications and equivalents may be resorted to falling within the scope of the invention.
This application claims the benefit of U.S. provisional applications Nos. 62/054,186 filed Sep. 23, 2014, 62/138,143 filed Mar. 25, 2015, and 62/158,196 filed May 7, 2015, the entire content of each of which is expressly incorporated herein by reference thereto.
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|---|---|---|---|
| 62054186 | Sep 2014 | US | |
| 62138143 | Mar 2015 | US | |
| 62158196 | May 2015 | US |
