The present disclosure concerns embodiments of a side-accessible connection device for flotation devices, such as floating dock units. The side-accessible connection can also be suitable for interconnecting walkways with floating docks
Typical connections for concrete floats employ either flexible connections or steel bolts that extend across the joint between the adjacent ends of two floats, but neither type of connection allows for replacement of the connection without prying the floats apart.
Typical concrete float connections require extensive forming and reinforcing if the concrete is to outlast the failure of a float joint connection. In the event of a failure, which is more desired than having the float destroyed, the floats must be pulled apart to replace the connection apparatus. The positioning of adjacent anchor piles and/or utilities carried internally within the float may make this impossible, or, at the very least, expensive. For example, moving floats apart may be impossible without moving the piles, or, if there are utilities embedded in the floats, the floats may not be able to be moved apart more than by about one inch, which is not enough to replace a failed connection device.
Moreover, prior art float connections typically do not provide suitable flexibility in harsh wave environments, such as about four feet or higher waves. Additionally, prior art float connections typically do not provide suitable adjustability, nor do they permit maintenance of an appropriate tension without employing a steel rod across said joint. Prior art float connections typically also cannot accommodate vertical loads without unduly stressing the concrete floats themselves.
Certain embodiments of a flexible connection assembly can address the above-mentioned issues of prior art float connections. In particular embodiments, the connection assembly includes first and second hinge mounting members that are secured to respective floating structures, such as floating concrete dock sections, and a flexible hinge that is releasably connected at each end to the hinge mounting members so as to interconnect the two floating structures. The hinge mounting members can be, for example, rigid housings that are disposed in respective recesses formed in the concrete dock sections. The flexible hinge includes at least one layer of a flexible material, such as elastomeric belting material, and desirably includes several layers of flexible material, which can be placed in tension across the two floating structures. Thus, steel tensioning rods, which are prone to failure, especially in a harsh wave environment, are not needed to maintain the appropriate tension between the two floating structures.
Desirably, a strip or pad of a relatively soft material (e.g., a strip made from an elastomeric material such as rubber or neoprene) is placed between the adjacent floating structures to prevent direct contact between them. Consequently, the hinge exhibits sufficient flexibility in a harsh wave environment (typically wave heights of 4 feet and above), yet direct contact between the floats can be avoided.
The connection assembly in certain embodiments is also configured to permit repair or replacement of the flexible hinge without physically separating the two floating structures, which may not even be possible due to the existence of vertical piles or utilities extending through the floating structures. In one implementation, two dock sections (or other floating structures) are placed end-to-end and are interconnected by one or more flexible hinges. The hinge mounting members for each hinge can be accessed from the sides of the dock sections adjacent the joint in order to disconnect the ends of the hinge from the hinge mounting members. Once the hinge is disconnected, it can be removed from the dock sections by sliding it outwardly from the side of the dock sections. The removed flexible hinge can then be repaired by replacing any damaged components or replaced with a new hinge. The repaired or replacement hinge can then be easily re-installed by accessing the hinge mounting members from the side of the dock sections and fastening the ends of the hinge to the hinge mounting members, without having to separate the dock sections.
In particular embodiments, the flexible hinge includes multiple layers of flexible material that are secured to each other with a first set of bolts extending through first ends of the layers and a second set of bolts extending through second ends of the layers. Rigid plate members (e.g., steel plates) can be placed on top of and below the layers where the bolts extend through the layers in order to reinforce the connection. When the ends of the flexible hinge are disconnected from the hinge mounting members, such as for repairing or replacing the hinge, the assembly comprised of the layers of flexible material, plate members and bolts, can be removed from the dock sections as an assembled unit.
One or both ends of the connection assembly can have tensioning means coupled to one end of the hinge and to a corresponding hinge mounting member. For example, a tensioning means can be one or more horizontally extending bolts coupled to an end of the hinge and to a corresponding hinge mounting member. Tightening corresponding nuts on the bolts causes the bolts to apply a tensioning force on the layers of flexible material to place the hinge under tension between the two floats.
In one representative embodiment, a floating dock assembly comprises a first concrete dock section, a second concrete dock section, and a flexible hinge assembly interconnecting the first and second dock sections. The hinge assembly has a first portion releasably connected to the first dock section and a second portion releasably connected to the second dock section such that the hinge assembly can be placed in tension between the dock sections, and such that the first portion can be disconnected from the first dock section and the second portion can be disconnected from the second dock section without separating the dock sections.
In another representative embodiment, a floating dock assembly comprises a first concrete dock section, a second concrete dock section, and a flexible hinge assembly interconnecting the first and second dock sections. The hinge assembly comprises plural layers of flexible material, a first set of bolts extending through first ends of the layers of flexible material, and a second set of bolts extending through second ends of the layers of flexible material. A first hinge mounting member is fixedly secured to the first dock section and releasably coupled to the first ends of the flexible layers. A second hinge mounting member is fixedly secured to the second dock section and releasably coupled to the second ends of the flexible layers.
In another representative embodiment, a floating dock assembly comprises a first concrete dock section, a second concrete dock section, and a flexible hinge interconnecting the first and second concrete dock sections, the hinge assembly comprising at least one layer of flexible material extending between the dock sections. The assembly further includes tensioning means for placing the at least one layer of flexible material in tension between the dock sections.
In yet another representative embodiment, a method comprises providing a first dock section and a second dock section, providing a flexible hinge assembly comprising at least one layer of flexible material, securing a first end of the layer of flexible material to the first dock section, securing a second end of the layer of flexible material to the second dock section, and tensioning the layer of flexible material.
The foregoing and other features and advantages of the invention will become more apparent from the following detailed description, which proceeds with reference to the accompanying figures.
As used in this application and in the claims, the singular forms “a,” “an,” and “the” include the plural forms unless the context clearly dictates otherwise. Additionally, the term “includes” means “comprises.” Further, the term “coupled” means physically, electrically and/or electromagnetically coupled or linked and does not exclude the presence of intermediate elements between the coupled items.
Although the operations of embodiments of the disclosed method are described in a particular, sequential order for convenient presentation, it should be understood that this manner of description encompasses rearrangement, unless a particular ordering is required by specific language set forth below. For example, operations described sequentially may in some cases be rearranged or performed concurrently. Moreover, for the sake of simplicity, the attached figures may not show the various ways in which the disclosed system, method, and apparatus can be used in conjunction with other systems, methods, and apparatus. Additionally, the description sometimes uses terms like “produce” and “provide” to describe the disclosed method. These terms may be high-level abstractions of the actual operations that can be performed. The actual operations that correspond to these terms can vary depending on the particular implementation and are discernible by a person of ordinary skill in the art.
Referring now to the drawings,
As shown in
Upper and lower brackets 28, 30, respectively, extend from the upper and lower plates 22, 24, respectively, within each housing 18. A flexible hinge assembly 34 is shown extending between the recesses 16 and can be secured at opposing ends to the housings 18 of the dock sections 10, 12. The adjacent ends of the dock sections 10, 12 desirably are separated from each other by a small distance to allow relative movement between the dock sections 10, 12. An elastomeric pad 66 (e.g., made of rubber) can be disposed in the space between the dock sections 10, 12 to prevent the upper portions of the concrete dock sections 10, 12 from directly contacting each other, while permitting relative movement between the dock sections 10, 12.
Referring to
As best shown in
The bushings 42 and the first plate 44 desirably are made from a low friction material, such as UHMW (ultra high molecular weight polyethylene) or another suitable low friction material. The second plate 46 can be made of metal, such as steel, or from various other suitable materials.
The flexible hinge assembly 34 desirably comprises one or more layers of a strong, flexible, energy absorbing material. In the illustrated embodiment, the hinge assembly 34 comprises first and second upper layers 52, 54 and first and second lower layers 56, 58. In particular embodiments, the layers 52, 54, 56, 58 are constructed from elastomeric belting material commonly used in conveyor equipment. One example of such material is PLYLON® fabric-carcassed, rubber belting material manufactured by the Goodyear Tire and Rubber Company of Akron, Ohio. Other suitable materials include other rubbers and flexible polymers capable of providing a flexible connection, preferably with energy absorbing and corrosion-resistant properties.
The first and second upper layers 52, 54 can be arranged above one surface of the horizontal extension 60 of each T-shaped bracket 32, while the first and second lower layers 56, 58 can be arranged below the opposite surface of the horizontal extension 60 such that the extensions 60 are sandwiched by the upper layers 52, 54 and the lower layers 56, 58. The layers 52, 54, 56, 58 can be secured to the horizontal extension 60 of each bracket 32 by vertically extending bolts 64. The number of vertical bolts 64 used should be enough to provide sufficient redundancy in the connection, but the embodiment is not limited to the number of vertical bolts 64 shown.
As best shown in
Referring to
If the connection assembly 14 fails or is in need of repair, such as because of a component failure, the connection assembly 14 can be accessed for repair or replacement from the side and/or top of the dock sections 10, 12 without separating or moving the dock sections 10, 12 away from each other. As shown in
In contrast, known flexible dock hinges typically are secured to dock sections in a manner that requires the dock sections to be separated a sufficient distance to access the nuts or other fasteners that secure the hinge to the dock sections for repair or replacement of the hinge. As can be appreciated, this procedure can be a difficult and time-consuming process. Moreover, in some cases, dock sections cannot be physically separated to repair or place a hinge due to the presence of vertical piles or utilities extending through the dock sections. The embodiments disclosed in the present application allow a hinge to be repaired or replaced in an efficient manner, even if the presence of a pile or utilities prevent the dock sections from being separated.
Another advantage of the hinge assembly in illustrated configuration is that it allows the appropriate amount of tension to be maintained at the joint between the dock sections without interconnecting the dock sections with one or more steel rod, which are prone to failure in harsh wave environments. Moreover, the illustrated hinge assembly exhibits sufficient flexibility in a harsh wave environment (typically wave heights of 4 feet and above), yet does not allow the adjacent dock sections to contact one another.
In the illustrated embodiment, two horizontal bolts 36 are used to secure each bracket 32 to a pair of upper and lower brackets 28, 30 within a respective housing 18. More or fewer horizontal bolts 36 may be used in other embodiments. As best shown in
In addition to connecting multiple floating dock sections to one another, some embodiments of a flexible connection assembly can also be used for connecting floating dock sections to a main float (e.g., a gangway).
The main float 100 can be connected in a similar fashion to multiple dock sections 114 that are spaced along the length of the main float in a perpendicular relationship relative to the main float. In a similar manner, two dock sections can be interconnected in a perpendicular relationship with one or more connection assemblies 112 that extend between an end of one dock section and the adjacent side of another dock section. The main float 100 can be a concrete structure having a buoyant flotation core (not shown), similar to dock sections 10, 12 described above.
The hinge assembly 112 can have a construction similar to that of the connection assembly 14 described in detail above. Thus, components in the embodiment of
Desirably, the housing 102 in the side of the main float is elongated along the length of the main float and is sized to permit access into the interior of the housing from the side 116 of the main float. As shown, the housing 102 has an interior space 118 that can be accessed from the side 116 of the main float and is large enough to allow personnel to insert a wrench or other tools into the housing for loosening nuts 48 that secure the connection assembly 112 to brackets 28, 30 inside the housing for repairing or replacing the connection assembly. After loosening nuts 48 (and the nuts 48 securing the other half of the hinge assembly to the dock section 114), the entire hinge assembly 112 can be removed by sliding it in the direction of arrow 120 until the connection assembly clears the brackets 28, 30 (and the corresponding brackets 28, 30 in the dock section 114), after which the connection assembly can be withdrawn from the housing 102 via the opening in the side 116 of the main float. Again, removal of the hinge assembly can be accomplished relatively quickly without having to physically separate the dock section from the main float.
If desired, the housing 102 can be utilized to help mount any of various mooring accessories to the top and/or side of the main float. As best shown in
As best shown in
The flexible hinge assembly 210 comprises, for example, one or more layers 216 (three are shown in the illustrated embodiment) of a strong, flexible material, such as PLYLON® belting material. Within each housing, upper and lower L-shaped brackets 220 and upper and lower plates 222 are positioned on opposite sides of the layers 216. Vertical bolts 218 extend through corresponding openings in the L-shaped brackets 220, plates 222, and layers 216, securing these components to each other. Within each housing 208, an upper shim assembly 224 is positioned between the upper L-shaped bracket 220 and an outer side wall 230 of the respective housing 208 and a lower shim assembly is positioned between the lower L-shaped bracket 220 and the outer side wall 230 of the respective housing 208.
As best shown in
As shown in
If the connection assembly fails or is in need of repair, such as because of a component failure, it can be accessed for repair or replacement from the side of the dock sections 202, 204 by first loosening bolts 226, and removing bolts 236 and side plates 228. Loosening bolts 226 introduces slack between the ends of layers 216 and the corresponding housings 208 so that the entire hinge assembly 210 can be removed by sliding it outwardly from the housings 208 in the direction of arrow 242. As can be appreciated, the hinge assembly can be repaired or replaced without moving the dock sections 202, 204 apart from each other, which may not even be possible due to vertical piles or utilities extending through the dock sections.
Although floating dock sections are shown in the illustrated embodiment, one or more flexible connection assemblies as disclosed herein can be used to connect other types of flotation devices or water-borne structures to each other in the form of a wharf, floating bridge, or the like.
In view of the many possible embodiments to which the principles of the disclosed invention may be applied, it should be recognized that the illustrated embodiments are only preferred examples of the invention and should not be taken as limiting the scope of the invention. Rather, the scope of the invention is defined by the following claims. We therefore claim as our invention all that comes within the scope and spirit of these claims.
This application claims the benefit of U.S. Provisional Patent Application No. 61/030,851, filed Feb. 22, 2008, which is incorporated herein by reference.
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Number | Date | Country | |
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20090217854 A1 | Sep 2009 | US |
Number | Date | Country | |
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61030851 | Feb 2008 | US |