Patent Publication Number: US-2023151572-A1

Title: Removable modular dock system and methods of making and using the same

Description:
CROSS-REFERENCE TO RELATED APPLICATIONS 
     This application claims priority to U.S. Provisional Pat. Application No. 63/277,734, filed Nov. 10, 2021, the entire content of which is incorporated by reference herein. 
    
    
     TECHNICAL FIELD 
     The presently disclosed subject matter is generally directed to a removable modular dock system, and to methods of making and using the disclosed system. 
     BACKGROUND 
     Docks are commonly used to provide access to sailboats, power boats and jet skis, along with access to fish, swim, kayak, paddleboard, and other marine activities. A wide variety of dock structures are known in the art. Most docks in coastal regions include permanently situated pilings driven into the ground to form piers, with decking and support members rigidly attached to the piers incapable of adjustment once they are set in place. Docks in coastal areas commonly experience weather-related damage, such as damage to the decking, railing, piers, and gazebos from exposure to hurricanes and other large storm systems. For example, when a hurricane hits a coastal region, the waves impact the dock and gazebo over and over putting huge forces on the decking and railing of the dock and gazebo. The constant repeated impact of the waves can destroy the decking on the dock and gazebo, destroy the railing, pull the pier piles out of the ground, and destroy the piers, as illustrated in  FIG.  1   . This results in a huge financial lost to the owner, loss of use, and produces debris that can significantly damage other property and be scattered throughout the coastal area causing a significant cleanup effort and added cost. It would therefore be beneficial to provide a dock system that can be disassembled in advance of weather conditions to prevent damage, loss of use and substantial cost. It would also be beneficial if the dock system can be reassembled after the storm event, allowing for continued use. It would further be beneficial to provide a modular dock system that can be easily installed and removed by two people. 
     SUMMARY 
     In some embodiments, the presently disclosed subject matter is directed to a removable dock system. Specifically, the system comprises a plurality of deck sections, each deck section defined by a top surface comprising decking material, a bottom frame structure comprising a pair of side edges, a pair of end edges. The system also includes at least one hinge attached to each end edge of each deck section. A first deck section is pivotable relative to an adjacent deck section, and each deck section is removable from the system. Each deck section is supported, when installed in the system, by a pier which is comprised of a pair of piling and the crib bracing between the piles of the pier. 
     In some embodiments, the system further includes one or more railings configured to be attached to the deck frame or the pier pilings. 
     In some embodiments, each deck section is configured in a rectangular or square shape. 
     In some embodiments, each deck section is configured with a length, width, or both of about 1-10 feet. 
     In some embodiments, each deck section has a thickness of about 2-12 inches. 
     In some embodiments, each deck section is constructed from wood, polymeric material, composite material, fiberglass, metal, or combinations thereof. 
     In some embodiments, the hinge is a strap hinge defined by an elongate base that curves upon itself to form an opening that cooperates with a pin, and a pair of slots. 
     In some embodiments, the strap hinge has a first position for removal or installation of a deck section, and a second position for convenient dock use. 
     In some embodiments, the presently disclosed subject matter is directed to a method of installing a dock system on a series of permanent piers. Specifically, the method comprises positioning a first deck section on a first pier located closest to a shoreline or the start of the dock over marsh areas. The first deck section is defined by a top surface comprising decking material, a bottom frame structure comprising a pair of side edges, a pair of end edges, optional stringers, optional blocking, and at least one hinge attached to each end edge. The method includes removably securing the first deck section in place on the first pier (e.g., located closest to a shoreline or the start of the dock over marsh areas) such that the deck section bottom frame structure contacts a top surface of the pier. The method of securing the decking to the pier supports normal day to day use but is easily and quickly removable to release the section from the pier for removal (e.g., through the use of stainless steel zip ties). The method includes positioning a second deck section on the top surface of the first deck section in an inverted orientation, such that the second deck section top surface is adjacent to the first deck section top surface (e.g., above and parallel to the first deck section top surface). The method further includes inserting pins into the hinges of the first and second deck sections to pivotably join the first and second deck sections. The method includes rotating the second deck section onto the adjacent pier such that the bottom surface of the second deck section is positioned on top of a top edge of the adjacent pier. The method comprises removably securing the second deck section in place and repeating the process for additional deck sections to create a dock of desired length. 
     In some embodiments, the method further comprises attaching one or more railings to a frame edge of one or more deck sections or to the piles of the pier. 
     In the disclosed embodiments, the deck sections are removed from the dock by reversing the method steps. 
     In some embodiments, the presently disclosed subject matter is directed to a method of installing a dock system on a series of permanent piers comprised typically of two pilings with crib bracing between them. Specifically, the method comprises positioning a first deck section on the first pier located closest to a shoreline or the start of the dock over marsh areas, wherein the first deck section is defined by a top surface comprising decking material, a bottom frame structure comprising a pair of side edges, a pair of end edges, stringers, blocking, and a pair of hinges attached to each end edge The method includes removably securing the first deck section in place to the pier. The method further includes positioning a second deck section on the second pier adjacent to the first pier either by hand or using a wench system. The method comprises removably securing the second deck section in place on the second pier and repeating the process for successive deck sections until a dock of desired length has been constructed. 
     In some embodiments, the method includes attaching one or more railings to a frame edge of one or more deck sections or to the piles of each pier. 
     In some embodiments, the presently disclosed subject matter is directed to a removable dock kit. Particularly, the kit comprises a plurality of deck sections, each defined by a top surface comprising decking material, a bottom frame structure comprising a pair of side edges, a pair of end edges, optional stringers, optional blocking. The kit further includes a plurality of strap hinges, each strap hinge defined by an elongate base that curves upon itself to form an opening that cooperates with a pin, and a pair of slots. The kit includes mechanical elements selected from screws, bolts, fasteners, or combinations thereof. 
     In some embodiments, the kit includes a plurality of optional railings, each railing configured to be attached to a deck section or pier pilings. 
     In some embodiments, the presently disclosed subject matter is directed to a method of constructing a gazebo or fishing platform using the modular dock system. Specifically, the method comprises attaching crib bracing inside and outside connecting all the gazebo or fishing platform piles into a structurally sound support for the deck sections similar to the piers of the dock. The method includes positioning a deck section on a top surface of the crib bracing, each deck section defined by a top surface comprising decking material, a bottom frame structure comprising a pair of side edges, a pair of end edges, stringers, blocking, and a pair of hinges attached to each end edge The method includes securing each deck section to the bracing, wherein the top surface of the deck sections forms the top surface of the gazebo or fishing platform. In some embodiments, the method optionally includes attaching one or more railings to a surface of one or more deck sections or to the piles of the gazebo or fishing platform structure. 
    
    
     
       BRIEF DESCRIPTION OF THE DRAWINGS 
         FIG.  1    is an image of a coastal dock damaged by a hurricane or other storm system. 
         FIG.  2   a    is a side plan view of a modular dock system in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  2   b    is a fragmentary view of a dock system comprising railing in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  3    is a perspective view of a series of piers in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  4   a    is a top plan view of a deck section in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  4   b    is a side plan view of a deck section in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  4   c    is a top plan view of a deck section in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  4   d    is a side plan view of a deck section in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  5   a    is a side plan view of a hinged deck section in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  5   b    is a side plan view of a hinged deck section in a folded configuration in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  5   c    is a side view of a strap hinge in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  5   d    is a top plan view of a strap hinge in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  5   e    is a top plan view of a double strap hinge in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  5   f    is a side view of a double strap hinge in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  6   a    is a side plan view of a hinge strap in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  6   b    is a top plan view of a hinge strap in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  7   a    is a side plan view of a series of piers in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  7   b    is a side plan view of two initial deck sections positioned on a pier in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  7   c    is a side plan view of the rotation of one deck section to the use configuration in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  8   a    is a side plan view of a series of piers that can be used with a non-hinged system in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  8   b    is a side plan view illustrating positioning of adjacent deck sections on piers in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  9   a    is a side plan view of a dock system comprising railing in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  9   b    is an end view of the dock system of  FIG.  9   a   . 
         FIG.  9   c    is an end view of a dock system in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  10   a    is a side plan view of a dock system comprising rigid railings in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  10   b    is a side plan view of a dock system comprising rope railings in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  10   c    is a side plan view of a dock system comprising piling railings in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  11   a    is a side plan view of a dock section frame in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  11   b    is a top plan view of a dock section frame in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  12   a    is a top view of a gazebo or fishing platform piling and crib bracing support structure for the decking system in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  12   b    is a top view of the deck sections creating the top surface of a gazebo or fishing platform in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  12   c    is a cross section view of a gazebo constructed in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  13   a    is a top view of a modular unit configured to sit inside of piles in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  13   b    is a top view of a modular unit comprising a frame inside a frame, configured to sit inside of piles in accordance with some embodiments of the presently disclosed subject matter. 
         FIG.  13   c    is a front view of the modular unit of  FIG.  13   b    positioned adjacent to a pile in accordance with some embodiments of the presently disclosed subject matter. 
     
    
    
     DETAILED DESCRIPTION 
     The presently disclosed subject matter is introduced with sufficient details to provide an understanding of one or more particular embodiments of broader inventive subject matters. The descriptions expound upon and exemplify features of those embodiments without limiting the inventive subject matters to the explicitly described embodiments and features. Considerations in view of these descriptions will likely give rise to additional and similar embodiments and features without departing from the scope of the presently disclosed subject matter. 
     Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood to one of ordinary skill in the art to which the presently disclosed subject matter pertains. Although any methods, devices, and materials similar or equivalent to those described herein can be used in the practice or testing of the presently disclosed subject matter, representative methods, devices, and materials are now described. 
     Following long-standing patent law convention, the terms “a”, “an”, and “the” refer to “one or more” when used in the subject specification, including the claims. Thus, for example, reference to “a device” can include a plurality of such devices, and so forth. It will be further understood that the terms “comprises,” “comprising,” “includes,” and/or “including” when used herein specify the presence of stated features, integers, steps, operations, elements, and/or components, but do not preclude the presence or addition of one or more other features, integers, steps, operations, elements, components, and/or groups thereof. 
     Unless otherwise indicated, all numbers expressing quantities of components, conditions, and so forth used in the specification and claims are to be understood as being modified in all instances by the term “about”. Accordingly, unless indicated to the contrary, the numerical parameters set forth in the instant specification and attached claims are approximations that can vary depending upon the desired properties sought to be obtained by the presently disclosed subject matter. 
     As used herein, the term “about”, when referring to a value or to an amount of mass, weight, time, volume, concentration, and/or percentage can encompass variations of, in some embodiments +/-20%, in some embodiments +/-10%, in some embodiments +/-5%, in some embodiments +/-1%, in some embodiments +/-0.5%, and in some embodiments +/-0.1%, from the specified amount, as such variations are appropriate in the disclosed packages and methods. 
     As used herein, the term “and/or” includes any and all combinations of one or more of the associated listed items. 
     Relative terms such as “below” or “above” or “upper” or “lower” or “horizontal” or “vertical” may be used herein to describe a relationship of one element, layer, or region to another element, layer, or region as illustrated in the drawing figures. It will be understood that these terms and those discussed above are intended to encompass different orientations of the device in addition to the orientation depicted in the drawing figures. 
     The embodiments set forth below represent the necessary information to enable those skilled in the art to practice the embodiments and illustrate the best mode of practicing the embodiments. Upon reading the following description in light of the accompanying drawing figures, those skilled in the art will understand the concepts of the disclosure and will recognize applications of these concepts not particularly addressed herein. It should be understood that these concepts and applications fall within the scope of the disclosure and the accompanying claims. 
     The presently disclosed subject matter is directed to a dock system that can be removably attached to fixed piers. Specifically, system  5  can include a series of deck sections  10  and optional railing  15  that extend from footing  6  on the shore, as shown in  FIGS.  2   a  and  2   b   . The deck sections are releasably secured together by pins  20 . As illustrated, the system can be installed on a series of fixed piers  25  that are built and constructed in place to be permanent. Each pier includes crib bracing  30  attached to the piles of the piers. Advantageously, the deck sections of the disclosed system  5  can be added or removed from the fixed pilings when desired by the user, such as prior to exposure to hurricanes and other severe weather conditions. Thus, the disclosed system includes modular deck sections  10  and railing sections  15  that can be assembled or disassembled as desired by a user. 
     As noted above, system  5  is installed on a plurality of permanent fixed piers that are typically undamaged by hurricanes and other storms. The term “pier” refers to a raised vertical structure that rises above a body of water and typically juts out from the shore. The piers are conventionally constructed from one or more durable materials, such as (but not limited to) steel pipe, concrete, treated wood piles, wood plank and the like. 
     Piers  25  can be permanently affixed within the ground  26  beneath a volume of water using any suitable method, such as (but not limited to) driving, jetting, affixation with concrete, and/or other known methods. Thus, the piers are permanently attached to the ground and are structurally sound, providing resistance to damage during hurricanes and other severe weather events. 
     As shown in  FIG.  3   , each pier  25  has height 27 such that the pier’s distal end  28  is above the water surface at the high-water mark and high enough to meet applicable building codes. The term “height” can refer to the longest vertical length of a pier above the ground. Suitable heights can be at least about (or no more than about) 5-50 feet in length (e.g., at least/no more than about 5, 10, 15, 20, 25, 30, 35, 40, 45, 50 feet or more). Adjacent piers can be constructed any distance 29 apart, such as (but not limited to) at least/no more than about 4-20 feet apart (e.g., 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, or 20). The span 23 (width) between two piles  24  of each pier is as required for the decking section width, such as at least/no more than about 2-10 feet apart (e.g., 2, 3, 4, 5, 6, 7, 8, 9, or 10 feet). In some embodiments, each pier  25  includes support crib bracing  30  attached to the piles of the pier. Each crib bracing can be attached to an inner surface, outer surface, or both inner and outer surface of the pilings. It should be appreciated that the piers can be spaced and configured to meet applicable building codes. 
     System 5 also includes a series of removable deck sections  10  that are typically constructed off-site and then removably installed on or between the distal end of the pilings of each pier.  FIGS.  4   a  and  4   b    illustrate one embodiment of deck section  10  comprising a series of individual decking materials  35  that make up the top surface of the section, attached to lower support frame  36 . The decking material can be attached to the support frame using any conventional method, such as the use of nails, screws, bolts, fasteners, and the like. Although a plurality of spaced apart elongated decking materials as shown, any suitable configuration can be used (e.g., a single portion of material). Further, support frame  36  can take any suitable form of decking materials  35  to be attached thereto. 
     Each deck section includes upper first edge  40 , opposed second side edge  45 , and end edges  50 , as shown in  FIG.  4   c   . The side edges can be about parallel relative to each other. Similarly, the end edges can be about parallel to each other to form a square or rectangular shape. However, it should be appreciated that deck section  10  can be configured in any desired shape. Each section also includes decking material  35  (e.g., the surface that a user walks upon when the dock is in use) and an opposed lower surface of the frame  52  (positioned facing the water beneath the structure). 
     Deck sections  10  can further include length 55, width 56, and thickness 57, as illustrated in  FIGS.  4   c  and  4   d   . The term “length” refers to the longest horizontal length of the section, from one end edge  50  to the other. The term “width” refers to the longest straight line vertical distance of the segment, from first side edge  40  to second side edge  45 . In some embodiments, the section length and/or width can be about 1-10 feet (e.g., at least/no more than about 1, 1.5, 2, 2.5, 3, 3.5, 4, 4.5, 5, 5.5, 6, 6.5, 7, 7.5, 8, 8.5, 9, 9.5 or 10 feet). The term “thickness” refers to the longest distance between the section upper surface 35 and lower surface 52. In some embodiments, the thickness of section  10  can be about 2-12 inches (e.g., at least/no more than about 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, or 12 inches). However, the deck section configurations are not limited, and can be constructed with a length, width, and/or thickness outside the given ranges. In addition, other decking material orientations are available. 
     Decking material  35  and support frame  36  can be constructed from any desired material, such as (but not limited to) wood, polymeric material, composite material, fiberglass, metal, or combinations thereof. Because the sections may be exposed to salt water and air, the materials can be selected to be durable to resist deterioration (e.g., treated wood and/or stainless steel can be used). In some embodiments, the materials used to construct deck sections  10  can be lightweight, weighing about 75 - 150 pounds each to allow for ease of handling by two people. 
     As mentioned above, adjacent deck sections  10  can be attached to each other using pins  20 . The term “pin” refers to any of a wide variety of attachable elements, including hinges. For example, pins  20  can include one or more hinge straps  55  that allow a first deck section to be rotatably moved relative to a second deck section, as shown in  FIGS.  5   a  and  5   b   . Specifically, a first deck section can be releasably attached to a pier, as discussed in detail below. Hinge straps  55  are secured to end edges  50  of each deck section. Pivot pin  20  extends through the hinges straps  55  allowing the deck sections to rotate about the pins. The axis of rotation of the hinge is at the top surface of an adjacent deck section. 
     Thus, it should be appreciated that a critical part of the disclosed system and method is the rotation of deck sections to either install or remove the dock. The disclosed mechanism includes an installation/removal position that will allow each deck section to rest on top of another deck section while pinned together or being pinned together, as shown in  FIG.  5   b   . Beneficially, such an arrangement allows the deck sections to be added or removed from the dock. The disclosed system further includes an operating (e.g., use) position where the connection items are positioned below the top surface of the deck section  35  to eliminate tripping and to provide for a clean consistent deck section top surface. The system and noted rotation can be accomplished through any suitable mechanism, such as (but not limited to) a dual slotted strap hinge, a single slotted hinge, an interlocking hinge, or several other similar devices. The term “strap hinge” broadly refers to a hinge with two pieces connected by rotating axis  38  between the two pieces, allowing the strap hinge to open and close once attached to a surface. One embodiment of a strap hinge is shown in  FIGS.  5   c  and  5   d   . A single slotted strap hinge includes a single aperture  37  on each piece, allowing it to be attached to a support surface. A double slotted strap hinge includes two apertures on each piece as shown in  FIGS.  5   e  and  5   f   . The hinge can include any length (e.g., about 3-10 inches) and any width (about 1-5 inches). The rotating axis can further be configured in any suitable size, such as with an internal diameter of about ½ inch and an outer diameter of about ⅞ inch, although any diameters can be used. 
     The double slotted hinge of  FIGS.  5   e  and  5   f    includes plate  39  (constructed from, e.g., ¼ inch aluminum, although any suitable material can be used). The plate can include length of about 2 ⅜ inches and a width of about 2 ¾ inches, although the plate can be configured in any suitable size. Rotating axis  38  is welded or otherwise attached to the plate using any conventional mechanism. The rotating axis can include any diameter, such as an inner diameter of about ½ inch and an outer diameter of about ⅞ inch. Each aperture  37  can have a length of about 3.4 inch and a width of about 7/16 inch, although it should be appreciated that the aperture can have any desired length, width, and shape. 
     An interlocking hinge includes first and second hinge members that interlock in a separable engagement via connecting rod. 
     One embodiment of a hinge strap is illustrated in  FIGS.  6   a  and  6   b   . As shown, the hinge strap includes base  56  with one end that curves over itself to form opening  57 , which can be any suitable size (e.g., about 0.1-1 inches in diameter in some embodiments). In some embodiments, two strap hinges can be positioned at each end of a deck section. The hinge further includes a series of slots  58  sized and shaped to accommodate one or more bolts (or any other type of fastening element). In use, hinge strap  55  is pulled up for removal or installation of a deck section, as shown in the embodiment of  FIG.  5   a   . After the deck section has been installed, the hinge is pushed down into slots  58 , as shown in  FIG.  5   b   . Adjacent deck sections can therefore be pivotably joined together through a hinge mechanism. The term “hinge” broadly refers to any connection in which one part is movable relative to another part. 
     To install a hinged deck section, piers  25  and crib bracing  30  are permanently affixed in place, as illustrated in  FIG.  7   a   . First deck section 10a is positioned on a first pier 25a closest to the shoreline or the start of the dock over marsh areas, as shown in  FIG.  7   b   . The first deck section can then be secured into place to crib brace  30 , using any suitable mechanism (e.g., stainless steel zip ties, cleats, chain, etc.). The crib braces acts as a permanent support. Second deck section 10b is then positioned on the top surface of the first deck section in an inverted orientation. Pins are then inserted into hinge straps  55  to pivotably join the first and second deck sections. Second deck section 10b is then rotated into position and secured into place over the adjacent pier  25 , as shown in  FIG.  7   c   . The process is repeated for successive deck sections until a desired length of dock has been created. Optionally, railing can be attached after the deck sections have been installed. 
     To remove the deck sections, the process is reversed. Specifically, the last deck section is freed from any securing elements (e.g., zip ties cleats, chains, etc.) and then is rotated onto the top surface of the adjacent deck section such that the top faces of the two sections are adjacent to each other (as illustrated in  FIG.  7   b   ). The hinge strap pins can then be removed, allowing the last deck section to be removed and transported onto the shore for storage. The process is repeated for successive sections until all of the deck sections have been removed from the piers. 
     In some embodiments, the system can be configured without a hinge and/or rotation of the dock sections. However, specialized equipment to move the dock sections in the horizontal position are required. In this configuration, piers  25  with crib braces  30  are permanently affixed in place, as illustrated in  FIG.  8   a   . A first deck section 10a is positioned on the first piling and secured in place. The deck sections can be attached to the pier girders to secure them from lifting off the girders. This attachment is a sacrificial attachment that can be easily removed when the dock needs to be removed from the water (typically do to approaching severe weather). The attachment of the deck section to the girder can be accomplished by stainless steel zip ties, stainless steel cables, banding, and numerous other attachment devices, all with minimal cost and the ability to be quickly installed and removed. Typical removal is accomplished by simply cutting the attachment and removing. 
     Cantilevered cart  60  can then be used to secure successive deck sections and secure each section in place. Specifically, the cart positions each section over the water and onto the next adjacent pier  25 . The deck sections  10  are simply pinned together using metal brackets (no strap hinges are required). The process can be repeated for all deck sections  10 , as shown in  FIG.  8   b   . To remove the deck system in anticipation for an incoming storm, winter storage, and the like, the sections are removed from the piers  25  and transported into shore using the cart  60 . The process is repeated until all sections have been removed, leaving only the piers  25 . 
     Installation and Removal of the deck section can be accomplished by using one of several different pieces of specialized equipment. Stanchion and Wench System, Cart-Wench System, Stanchion-Pulley-Pillow System all specially designed to support the weight, size and rotational installation/removal of the deck sections. 
       FIGS.  9   a  and  9   b    illustrate side and end views of decking sections installed on piers  25 . As shown, fixed piers  25  each include crib braces  30 . Deck sections  10  are then installed on the piers and secured into place using strap hinges  55 , stainless steel zip ties  59 , and/or other mechanisms as described above. In some embodiments, the system can include positioning dock cleat  65  that includes multiple positioning options. Optionally, railing  15  can be affixed to the deck section support frame using any suitable mechanism  16 , such as (but not limited to) bolts, brackets, screws, and the like. Each railing can include one or more apertures  17  that allow rope or other cordage  70  to be used. It should be appreciated that the design of railing  15  is not limited and can include any railing that can be attached to a deck section. The decking resting on top of piers  25  need cleats to keep them from moving. The cleats act as stabilizers keeping the system in proper position. Thus, the decking is nested on piers or nested between the piles. 
       FIG.  9   c    illustrates an embodiment wherein instead of resting on a top surface of piers  25 , deck sections  10  are supported by and rest upon crib braces  30 . An optional railing can be attached to sections  10  if desired. The positions of deck sections  10  are controlled by the piles  24  of piers  25 , strap hinge  21 , zip ties  59  and/or cleats  65 . 
     As set out above, system  5  can include optional railing  15 , as illustrated in  FIGS.  10   a - 10   c   . Specifically,  FIG.  10   a    depicts one embodiment with solid removable railing supports  70  that can have any dimensions (e.g., 2 x 6). Metal brackets  31  can attach railings posts  15  (e.g., 4 × 4 posts) to deck sections  10 . Alternatively, railing supports  70  can be constructed from rope  71 , as shown in  FIG.  10   b   . In some embodiments, pier pilings  24  can be used as railing posts  15 , as shown in  FIG.  10   c   . It should be appreciated that railing  15  is optional and the disclosed system can be configured without a railing. 
     In some embodiments, system  5  can be provided as a modular kit that can be purchased by a user. Specifically, a plurality of deck sections  10  can be purchased to allow a user to construct a dock of any desired size and shape. Specifically, a plurality of sections  10  can be included in the kit and installed onto a pair of adjacent piers until the required length of dock is obtained. The deck sections can vary with respect to materials used, length, width, thickness, decking material and design, and the like, allowing the user to customize the dock. When used, strap hinges  55  can also be included with the kit, along with the necessary mechanical elements (e.g., screws, bolts, and the like). In some embodiments, railings can also be included within the kit, along with the corresponding attachment hardware, and instructions for use. 
     The disclosed system can be used as described above to create gazebos and fishing platforms. The deck sections simply need to be manufactured to accommodate the desired size of the structure and the piles extending up above the deck section top surface. 
       FIGS.  11   a  and  11   b    illustrate one embodiment of the disclosed decking system including hinge straps  55 , end edges  50 , first side edge  40 , second side edge  45 , stringer  51  and blocking  52  are also shown. 
       FIG.  12   a    illustrates one embodiment of a gazebo or fishing platform crib bracing  80  that can be configured in any desired size (e.g., 12x12, 14x14, 16x16, 18x18). The configuration can include roof support pilings  81  and under decking support piles  82 . As shown in  FIG.  12   b   , a series of removable deck sections  83  can be positioned and attached to the crib bracing using the methods described herein above. The deck sections  83  for the gazebo and/or fishing platform are designed to accommodate the roof support piles as shown in  FIG.  12   b   . The deck sections  83 , because of the configuration of the gazebo and/or fishing platform may have the hinge straps  55  on the side edges  40  or  45  or end edges  50  as needed to support removal around the piles  81 . In this way, gazebo  85  can be constructed, as shown in  FIG.  12   c   . The gazebo can include roof  90 , crib bracing  30  and pilings  81 ,  82 . Customized railing  95  can be permanently or removably attached to the pilings (e.g., through U-brackets for easy removal or similar attachment elements). 
     The presently disclosed subject matter also includes embodiments wherein the configuration of the fishing platform or gazebo is such that the modular sections sit inside of the piles and are not required to nest around the piles, as shown in  FIGS.  13   a - 13   c   . This design can be referred to as a “picture frame design.” The modular sections can be added and removed as described in detail above. Further, removable railings can optionally be added or removed as also discussed above. Beneficially, construction of the gazebo or fishing platform modules is uniform and simple. As shown in  FIG.  13   a   , bordered modular unit  110  can include border  100  that extends around the perimeter of the section. The border can have any desired width, such as about 0.5-1.5 feet (e.g., 0.5, 0.6, 0.7, 0.8, 0.9, 1, 1.1, 1.2, 1.3, 1.4, or 1.5 feet). The modular section includes individual smaller sections  105  which can be about 6 feet x 4 feet in some embodiments. It should be appreciated that any sized smaller sections can be used (e.g., with a length of about 4-10 feet and width of about 2-8 feet). The entire modular section can have a length of about 10-20 feet per side (e.g., at least/no more than about 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, or 20 feet). Advantageously, there are no pile cutouts in modular section  110 . 
     As shown in  FIG.  13   b   , in some embodiments, the modular unit can include a border and no pile cutouts. Rather, border  100  extends around the piles, as shown in  FIG.  13   c   . Inner frame  115  supports the individual sections  105 . The inner frame can have any desired thickness, such as about 1 inch. Spacers  120  can further be employed. This system includes a frame within a frame. 
     System 5 offers many advantages over prior art dock systems. For example, the disclosed system is less expensive than a traditional dock because of its modular design and “built-on-shore” capability. 
     System 5 can be quickly assembled or disassembled as desired by a user. 
     System 5 can be reused for many years since damage from hurricanes and other storm systems can be simply avoided by removing the decking and/or railing in advance of the weather condition. 
     Further, maintenance of the deck and railing can be more easily accomplished by taking the materials to a repair facility versus requiring on-site repair. 
     The disclosed system is modular, allowing a user to customize a dock with respect to length, dimensions, and the like. 
     The decking system is modularized to all creation of lightweight sections and railing that is easy to install, allowing two people to fully construct the dock decking and railing. 
     One beneficial element of the disclosed system is the size and weight of the deck sections. The sections can be designed to assure that the weight and size are manageable by no more than two people. As a result individuals and/or installation or removal equipment can safely and easy handle the deck section. 
     The disclosed system is modular and can be constructed with different dimensions and materials for various locations and applications for use. 
     The dock system provides a durable, sleek, and strong system having an aesthetically pleasing appearance. 
     The system can be used seasonally and dismantled and stored on shore during the winter season (or during the hurricane season). 
     Exemplary embodiments of the methods and components of the presently disclosed subject matter have been described herein. As noted elsewhere, these embodiments have been described for illustrative purposes only, and are not limiting. Other embodiments are possible and are covered by the presently disclosed subject matter. Such embodiments will be apparent to persons skilled in the relevant art(s) based on the teachings contained herein. Thus, the breadth and scope of the present invention should not be limited by any of the above-described exemplary embodiments but should be defined only in accordance with the following claims and their equivalents.