This invention relates to floating docks generally, and is more specifically related to devices and methods for connecting floating docks to stabilizing piles.
Floating docks are designed to float in water as water levels rise and fall. Floating docks are useful in areas where tides are experienced, and in areas where water levels vary due to such factors as weather, flood control, or hydroelectric generation.
The horizontal position of a floating dock is typically held in place by piles that are driven into the earth. The dock is connected to the piles by pile guides, which permit vertical movement of the dock as water rises and falls, but prevent substantial horizontal movement of the dock.
Pile guides in common use have inadequate service lives. Most pile guides in common use are formed of metal. Metal pile guides are not sufficiently resistant to environmental factors such as weather and sunlight. Particularly in salt water applications, corrosion of metals, even galvanized metals leads to replacement of the pile guides.
The present invention is a pile guide having a planar flange. The planar flange is connected to a collar. The collar is constructed and arranged to receive a pile through an opening in the collar. The collar extends above and below the planar flange, and is formed of high density polyethylene.
The collar extends above a top surface of the planar flange and below the bottom surface of the planar flange as shown in
In a preferred embodiment, one side of the planar flange extends a sufficient distance from the collar to provide selectivity in mounting the flange to the dock. For example, some docks may be a greater distance from the pile to which they are to be connected than are other docks. A flange having a longer side of the flange provides selectivity in mounting so that the pile guide is substantially universal for most docks in use regardless of the distance of the dock to the pile. Stated otherwise, a rear edge 20 of the elongated, or longer, side of the planar flange extends not less than 5.0 centimeters from the nearest point 22 of the rear edge to the collar. The longer side of the planar flange may be longer depending on the application. A pile guide having a larger diameter collar will typically have a longer side of greater length.
The pile guide as shown in
In every embodiment disclosed herein, the pile guide is formed of high density polyethylene (HDPE), which is material to the invention. High density polyethylene is extremely strong and can withstand substantial impact. Floating docks and pile guides used with them are subject to impact from boats and other objects. High density polyethylene is also abrasion resistant. Importantly, high density polyethylene exhibits a low coefficient friction; therefore, the collar of the device glides easily relative to the pile, whether the pile is constructed of wood, concrete or other materials. This feature is particularly important for applications wherein the associated floating dock is subject to frequent tidal changes approaching two (2) meters or more. Further, because high density polyethylene is abrasion resistant, the collar is not subject to substantial wear over time as the pile moves within the opening to the collar.
High density polyethylene can also be formed to be resistant to ultraviolet (UV) light such as sunlight. The addition of carbon black to high density polyethylene provides UV stability. Further, UV absorbers and light stabilizers (HALS) either alone or in combination with each other, and/or in combination with carbon black, may be added to the high density polyethylene to improve UV resistance and reduce UV deterioration.
The planar flange 4 may be formed from a sheet of high density polyethylene. High density polyethylene may be cut or formed to the shapes shown in the drawing figures to form the planar flange. A hole or void may be cut or formed in the high density polyethylene. Extruded high density polyethylene pipe may be cut to form the collar 6, 206. The collar may be welded in the hole or void of the planar flange to form the pile guides shown in the drawings. In another embodiment, the pile guide embodiments are formed by molding or by 3D printing.
While the collar as shown in the drawings is cylindrical, it is not necessary that the collar have the circular cross section of a cylinder. The collar of the pile guide may be formed in other geometric shapes, such as rectangles or squares. The shape of the collar of the pile guide will typically depend upon the geometric shape of the cross section the pile on which it is mounted.
Number | Name | Date | Kind |
---|---|---|---|
2857872 | Usab | Oct 1958 | A |
3074239 | Mustard | Jan 1963 | A |
3287919 | Hahn | Nov 1966 | A |
4260293 | Peterson | Apr 1981 | A |
4352597 | Kay | Oct 1982 | A |
4773346 | Blanding | Sep 1988 | A |
5046897 | Ray | Sep 1991 | A |
6145463 | Zeilinger | Nov 2000 | A |
6179525 | Gruhn | Jan 2001 | B1 |
6558083 | Quandt | May 2003 | B1 |
D506668 | Black | Jun 2005 | S |
6994493 | Jones | Feb 2006 | B2 |
7153064 | Zeilinger | Dec 2006 | B2 |
7390141 | Rytand | Jun 2008 | B2 |
7406924 | Impey | Aug 2008 | B1 |
9487925 | Meriwether et al. | Nov 2016 | B1 |
20050002741 | Brensinger | Jan 2005 | A1 |
20050271477 | Sehl | Dec 2005 | A1 |
20070248420 | Jacobs | Oct 2007 | A1 |
20080014028 | Faires | Jan 2008 | A1 |
20110274502 | Tibedo et al. | Nov 2011 | A1 |
Entry |
---|
Performance Pipe; Driscopipe 8100 series polyethylene piping (Year: 2006). |
Boat Lift and Dock; Aluminum Base Pad; 2014 (Year: 2014). |
CanDock; Modular Floating Dock System; Jan. 2016 (Year: 2016). |
Watermark Marine Supply. Base Pipe; 2015 (Year: 2015). |
Carolina Waterworks Inc; HDPE Pile Glide; May 2016 (Year: 2016). |
Number | Date | Country | |
---|---|---|---|
20180266066 A1 | Sep 2018 | US |