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The disclosure relates in general to ground excavation, and more particularly, to a ground excavation shield apparatus with guide rails.
Ground excavation is used for a variety of purposes. For example, ground excavation can be used for mining, demolition, grading, landscaping, digging of trenches, holes, and foundations, etc. During such ground excavation, it is desirable to use some sort of shield to at least mitigate ground and other materials excavated from an excavation site from being scattered into areas proximate to and surrounding the excavation site. Such ground excavation shields are known in the art, having a flat bottom that contacts a ground of the excavation site.
The disclosure is directed to a ground excavation shield that can include a first wall, a second wall, a third wall, a first guide rail, and a second guide rail. The first wall can be disposed on a first side of the ground excavation shield. The second wall can be disposed on a second side of the ground excavation shield. The third wall can be disposed on a third side of the ground excavation shield and can be coupled to the first and second walls. The first guide rail can be coupled to a bottom of the first wall and the second guide rail can be coupled to a bottom of the second wall.
In some configurations, the first and second guide rails can be one of “V” shaped, “W” shaped, and an inverted “V” shaped.
In some configurations, a third guide rail can be coupled to a bottom of the third wall.
In some configurations, at least one extension can be coupled to at least one top of the first, second, and third walls.
In some configurations, the at least one extension can include three extensions coupled to the first, second, and third walls, respectively, at the top of the ground excavation shield.
In some configurations, the ground excavation shield can include a fourth wall on a fourth side of the ground excavation shield.
In some configurations, a fourth guide rail can be coupled to a bottom of the fourth wall.
In some configurations, at least one coupler can be coupled to at least one of the walls of the ground excavation shield. The at least one coupler can be used to couple the ground excavation shield to a ground excavator while the ground excavator drags the ground excavator shield across a ground.
In some configurations, a system can include the ground excavation shield, the system can further include a ground excavator.
In some configurations, the ground excavator can be a trencher.
In some configurations, the third wall can include a plurality of wall members. The plurality of wall members can reduce an area of an interior of the ground excavation shield proximate to the third wall.
In some configurations, the plurality of wall members can include a central wall member coupled to two side wall members.
In some configurations, the central wall member can be coupled to the two side wall members at approximately 45 degrees.
The disclosure will now be described with reference to the drawings wherein:
While this disclosure is susceptible of embodiment(s) in many different forms, there is shown in the drawings and described herein in detail a specific embodiment(s) with the understanding that the present disclosure is to be considered as an exemplification and is not intended to be limited to the embodiment(s) illustrated.
It will be understood that like or analogous elements and/or components, referred to herein, may be identified throughout the drawings by like reference characters. In addition, it will be understood that the drawings are merely schematic representations of the invention, and some of the components may have been distorted from actual scale for purposes of pictorial clarity.
It has become appreciated that typical ground excavation shields based on existing shield technology having a flat bottom that contacts a ground have a deficiency. For example, such existing ground excavation shields can be moved along the ground relatively easily when unintentionally bumped by a heavy construction equipment excavator. Moreover, in some applications it is desirable to drag a ground excavation shield in a straight line. Existing flat bottom ground excavation shields do not track well in a straight line. For example, when dragged across rocks and other debris in the ground existing flat bottom ground excavation shields are relatively easily pushed into different directions, preventing them from tracking in a straight line. The embodiment(s) discussed herein at least partially mitigate such problems associated with typical flat bottom ground excavation shields.
Referring now to the drawings and in particular to
The ground excavation shield 100 further includes a first guide rail 120a coupled to a bottom 106 of the first wall 110a and a second guide rail 120b coupled to a bottom 107 of the second wall 110b. In at least one embodiment, the ground excavation shield 100 can further includes a third guide rail 120c coupled to a bottom 108 of the third wall 110c. With the first, second, and third walls 110a/110b/110c coupled together with the first, second, and third guide rails 120a/120b/120c, as shown, a bottom 102 for the ground excavation shield 100 is formed. The first, second, and third guide rails 110a/120b/120c can be secured to the first, second, and third walls 110a/110b/110c, respectively, via welding, bolting, bonding, and/or any other way that prevents the first, second, and third guide rails 110a/120b/120c from detaching from the first, second, and third walls 110a/110b/110c when the ground excavation shield 100 is dragged across a ground 140. The first, second, and third walls 110a/110b/110c and the first, second, and third guide rails 120a/120b/120c can be any length needed for a particular work site. Although the first, second, and third guide rails 120a/120b/120c are shown as being a same length as the first, second, and third walls 110a/110b/110c, in at least one other embodiment the and the first, second, and third guide rails 120a/120b/120c can be longer or shorter, individually or all, than the first, second, and third walls 110a/110b/110c, without departing from the scope of the embodiment(s) disclosed.
In at least one embodiment, the third wall 110c can include at least two wall members, shown as ground excavation shield 200. For example, the third wall 110c can include a central wall member 210a that is coupled to two side wall members 210b/210c (
Likewise, the third extension 130c can include multiple members that correspond to the multiple wall members 210a/210b/210c, shown as extension members 230a/230b/230c that are coupled to tops of the wall members 210a/210b/210c, respectively. In at least one other embodiment, the third wall 110c can be formed from a single curved member (not shown). In at least one other embodiment, the third extension 130c can likewise be formed from a single curved member (not shown). In at least one embodiment, the third wall 110c can include two walls that form a “V” (not shown) at a back of the ground excavation shield, and the third extension 130c can likewise be formed from two extensions (not shown) forming a “V”.
In at least one embodiment, the ground excavation shield 200 can further include at least one coupler, such as couplers 250a and 250b that are coupled to at least one of the walls of the ground excavation shield 200, such as the third wall 110c. The couplers 250a/250b can be used to couple the ground excavation shield 200 to a ground excavator, such as a trencher 910 (
In at least one embodiment, the first, second, and third guide rails 120a/120b/120c can be “V” shaped, as shown in
Depending upon needs of a particular job site, the first, second, and third walls 110a/110b/110c may not be tall enough to contain a desired amount of dirt and other debris from escaping an excavation site between the first, second, and third walls 110a/110b/110c. In at least one embodiment, the ground excavation shield 200 further includes at least one extension coupled to the top 101 of the ground excavation shield 200. At least one of a first, second, and third extension 130a/130b/130c can be coupled to the first, second, and third walls 110a/110b/110c, respectively. The first, second, and third extension 130a/130b/130c can be coupled to the first, second, and third walls 110a/110b/110c via welding, bolting, bonding, and/or any other way that prevents the first, second, and third extension 130a/130b/130c from detaching easily from the first, second, and third walls 110a/110b/110c, respectively, while the ground excavation shield 200 is used on a work site.
In at least one embodiment, the first, second, and third extension 130a/130b/130c can be coupled to each other where they meet, as shown, via welding, bolting, bonding, and/or any other way that prevents the first, second, and third extension 130a/130b/130c from detaching from each other. The height of the first, second, and third extensions 130a/130b/130c can vary depending upon needs. In at least one embodiment, since the first, second, and third extensions 130a/130b/130c provide supplemental containment for dirt and debris, while not providing structural support for the ground excavation shield 200 as that provided by the first, second, and third walls 110a/110b/110c. Thus, a thickness of the first, second, and third extensions 130a/130b/130c can be substantially less than that of the first, second, and third walls 110a/110b/110c, as shown, which also reduces the overall weight of the ground excavation shield 100.
With reference to
The foregoing description merely explains and illustrates the disclosure and the disclosure is not limited thereto except insofar as the appended claims are so limited, as those skilled in the art who have the disclosure before them will be able to make modifications without departing from the scope of the disclosure.
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Number | Date | Country | |
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20220090354 A1 | Mar 2022 | US |