This invention relates to a waler assembly and, more particularly, to a waler assembly that is especially effective for use in a floating marine dock or similar structure.
Floating marine docks and walkways, and other floating platform structures conventionally employ a waler system that includes structural beams attached to longitudinal sides of the deck or other walking surface of the structure. Most often, the beams comprise structural timbers composed of wood. In known floating docks, the wood beams formed along respective sides of the dock are interconnected to one another by a series of threaded rods mounted through sleeves or other openings formed transversely across the float components of the dock. Appropriate types of nut and washer arrangements are attached to the respective ends of the rods to hold the entire structure in place.
Waler systems of the type described above exhibit a number of disadvantages. Typically, the structural timbers used in the walers are provided in lengths of approximately 16-20 feet. Accordingly, in most docks, a number of generally aligned wood beams must be installed end to end along each side of the floating deck. As a result, each side of the waler usually includes a number of joints or splices formed between successive wood beams. This significantly weakens the overall structure. To address this concern, most waler systems featuring wood beams employ at least two juxtaposed lengths of structural timbers, which are installed longitudinally side by side. Typically, the inner and outer longitudinal beams are staggered so that the joints in the respective lengths of wood beams do not align with one another. Nonetheless, such walers tend to be structurally weaker and more susceptible to failure than optimally desired. When a double set of timbers are used, the effective strength of the waler is limited to the thickness of a single one of the side by side beams, due to the joints between the successive longitudinal pieces.
Waler systems composed of wood tend to experience a number of additional problems. Wood deteriorates and rots over time. This can cause marine cleats attached to the waler to loosen and can also cause eventual structural failure of the dock itself. Moreover, because multiple lengths or layers of wood must be installed along each side of the deck, the waler requires at least twice as much wood as would be otherwise dictated by the nominal length of the dock or walkway. Installing walers of this type can be quite labor intensive, time consuming, expensive, messy and tedious. Repairing standard walers can be similarly inconvenient and problematic. The structural timbers used in most walers typically comprise pressure treated lumber, which has a relatively limited lifespan and is environmentally undesirable to use in many applications.
It is therefore an object of the present invention to provide a significantly improved waler assembly that is stronger, more durable and more cost effective than conventional wood beam waler systems.
It is a further object of this invention to provide a waler system that is extremely versatile and allows cleats, bumpers, mooring posts and various other boating and marine accessories to be conveniently attached to a dock.
It is a further object of this invention to provide a waler assembly that is particularly effective for use on floating docks and other types of docks and walkways.
It is a further object of this invention to provide a waler assembly that is much quicker, less labor intensive and less expensive to install and maintain than are conventional wood waler systems.
It is a further object of this invention to provide a waler assembly featuring a unique metal and preferably aluminum construction that features a much longer service life and poses less environmental problems than currently available waler systems utilizing pressure treated lumber.
It is a further object of this invention to provide a waler assembly for a deck or similar structure, that provides for at least three laterally abutting layers or lengths of uninterrupted, joint-free structural support on each side of the dock and at all locations across the entire length of the waler assembly such that the dock or other structure supported by the waler is much stronger and resists failure for significantly longer periods of time than conventional waler systems.
It is a further object of this invention to provide a waler assembly that resists damage from rough waves, high winds, saltwater exposure and other harsh marine conditions better than known waler systems.
This invention features a waler assembly for use in a floating dock, walkway or other type of floating platform having a series of buoyant float components juxtaposed in an elongate arrangement to form the floating platform. The waler assembly includes an elongate metal extrusion for securing to a respective longitudinal side of the series of float components. The extrusion includes an interior wall for engaging the sides of one or more of the float components. The extrusion is further configured to define a compartment, which receives a separate and distinct elongate wedge. The wedge includes an inner panel that is engaged with the interior wall of the extrusion. One or more connectors interengage and fasten together the inner panel of the wedge element, the interior wall of the extrusion and the adjoining float components. The waler further includes a strengthening plate that is attached to an outer portion of the extrusion for covering the compartment that accommodates the wedge.
In a preferred embodiment, the extrusion, wedge and strengthening plate, each includes a plurality of substantially aligned pieces or segments, which are arranged end to end along a respective side of the series of float components. Typically, a respective waler assembly is connected to each longitudinal side of the series of float components to support and strengthen the overall floating dock or walkway. To optimize this support, the splits, splices, joints or seams between successive float components, and extrusion, wedge and strengthening plate segments are offset from one another so that, at a minimum, three unbroken and joint-free structural surfaces are formed transversely across the waler and adjoining float component at any point or location along the length or span of the dock structure. This significantly increases the strength of the waler assembly and the overall dock. As a result, the floating dock or walkway is better able to resist damage from rough waves, seas, high winds and/or inclement conditions.
The extrusion may include top and bottom portions that interconnect the inner wall and outer portion of the extrusion. The outer portion of the extrusion may include a pair of notches for respectively receiving upper and lower sections of the strengthening plate. One or more fasteners may interconnect at least one of the longitudinal upper and lower sections of the plate to the outer portion of the extrusion. At least one of the notches may include an elongate slot for receiving a respective one of the lower and upper sections of the plate to hold the plate in place against the extrusion. The strengthening plate may include a substantially planar upper section and a lower section that is angularly offset from the planar upper section. This lower section may fit in the slot of the extrusion to secure the plate to the extrusion. The extrusion may also include a second longitudinal compartment which receives an elongate tubular metal spacer for adding structural strength to the waler.
Each connector that fastens the wedge and extrusion to the adjoining float components may include a threaded connector rod that extends through the inner panel of the wedge, the interior wall of the extrusion and an adjoining float component. A proximal first end of the connector rod may be threadably interengaged by a fastening nut and washer assembly or other means of attachment. The opposite, distal end of the connector rod may extend into a utility trough formed centrally and longitudinally through the float component. A metal U-channel may interengage a side wall of the trough from which the connecting rod protrudes. Appropriate nuts or comparable fasteners may be threadably interengaged with the protruding inner end of the connecting rod and tightened against the U-channel to secure the waler assembly to the float component. A comparable structure may be employed on the opposite longitudinal side of the dock for holding the second longitudinal waler in place. One or more of the top, bottom and outer portions of the extrusion may include a respective mounting channel formed unitarily into the extrusion. These mounting channels may receive various accessories associated with the dock such as cleats, mooring posts, utility stands, benches and additional dock sections.
An outer surface of the strengthening plate may be interengaged by and attached to a vessel cushioning bumper. More particularly, a threaded bumper connector may be interengaged through aligned fastening holes in the strengthening plate and a bottom surface of the bumper such that a threaded end of the bumper connector extends into the compartment of the extrusion, Before the plate is mounted to the extrusion, the bumper can be attached to the plate and secured thereto by a fastening nut that engages the threaded bumper connector. The strengthening plate and attached bumper can then be attached to the extrusion by inserting one longitudinal edge of the strengthening plate to the slot in the extrusion and attaching the opposite edge to a notch in the extrusion by an appropriate screw or other fastener.
Other objects, features and advantages will occur from the following description of a preferred embodiment and the accompanying drawings, in which:
There is shown in
Referring to
As best shown in
Waler assembly 10 further includes an elongate wedge 42,
Waler assembly 10 is installed in dock 12 by engaging interior wall 18 of extrusion 16 against the upper edge 59 of side walls 60 of the adjoining float components 14. See
Wedge 42 is inserted conformably into extrusion compartment 26 such that corresponding pairs of connecting holes 47 and 49 are aligned and likewise aligned with the transverse hole or sleeve formed through the float component. As shown specifically in
After the aligned extrusion pieces and wedge segments are secured to the floating dock components in the foregoing manner, one or more aligned strengthening plate segments 34 may be installed. As previously described, an upper longitudinal edge 30 of each plate 34 is conformably engaged with an upper notch 29 in extrusion 16. The angularly offset lower edge 32 of plate 34 is fit into conforming slot 31 formed in outer portion 20 of extrusion 16. Plate 34 is then secured to extrusion 16 by one or more screws or other connector 80 formed through aligned connecting holes in the strengthening plate and extrusion respectively. As with the extrusion 16 and wedge 42, strengthening plate 34 normally comprises multiple discrete pieces or segments aligned longitudinally end to end for the entire length of the waler assembly. Once again, the joints or seams between successive segments of the plate are staggered or offset relative to the joints or seams between successive extrusion pieces, wedge segments and float components. This significantly enhances the strength and durability of the waler assembly and dock as a whole.
As further shown in
An optional spacer component 98 is inserted through compartment 28 of extrusion piece 16. Spacer component 98 preferably comprises a square tube composed of aluminum or other metal. This provides added metallic thickness and structural integrity to the waler assembly so that the strength is further increased, particularly at the seams formed between the successive adjoining extrusion pieces, wedge segments and strengthening plate segments. This provides the waler assembly and the dock with even greater resistance to bending and damage when impacted by strong winds, waves and other harsh marine conditions.
Channels 36, 38 and 40 may be utilized to install various marine accessories onto the dock. These may include cleats, mooring posts and other accessories. For example, these may include utility (e.g. telephone, cable, electric, etc.) stands, fire suppression stands, benches and seating and even additional sections of dock. The channels permit the accessories to be slidably adjusted along the waler assembly to locate the accessory as required for particular applications. The aluminum or other metal composition of the waler assembly and particularly the extrusion pieces 16 enables the waler assembly to effectively resist rotting and thereby premature loosing and failure of the cleats, posts or other accessories.
A critical aspect of the present invention is that the joints, seams or splices between successive components and segments of the dock and waler system are staggered or offset to improve the strength and structural integrity of the structure. This feature is depicted in
The waler assembly of this invention is much stronger and more durable than existing waler systems used for floating docks and walkways. Installing and repairing the waler assembly is much easier, less expensive and less labor intensive than performing repairs on conventional wood structures. The waler assembly effectively resists deterioration and damage even in harsh marine conditions. Eliminating the use of pressure treated lumber also reduces the adverse environmental consequences that often accompany the use of such timber and significantly lengthens the useful service life of the waler assembly. Accordingly, the present invention relates to a significantly improved waler assembly for use in floating docks, walkways and analogous structures.
Although specific features of the invention are shown in some of the drawings and not others, this is for convenience only, as each feature may be combined with any and all of the other features in accordance with this invention.
This application claims the benefit of U.S. Provisional Application Ser. No. 62/703,753 filed Jul. 26, 2018.
Number | Date | Country | |
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62703753 | Jul 2018 | US |