The present subject matter relates to marine barriers and movable gates. The present disclosure has particular applicability to marine barriers for arresting the motion of a vessel impacting the barrier.
Structures for use on both land and/or water as security barrier systems have been previously developed. Such structures generally intend to stop intruding objects, and range from thick, solid walls blocking the object's progress to secured areas for disabling the propelling mechanism of the object. These structures commonly exhibit noticeable shortcomings. First, these structures are often cumbersome and time-consuming to install and erect as and where desired. Second, they are difficult, or even impossible, to maintain, and/or repair after they have sustained the impact of an intruding object. Third, they are often not adaptable to different needs and conditions.
Therefore, a need exist for improved security barriers and security barrier systems which remain effective while overcoming such shortcomings.
The present disclosure provides a security barrier system that addresses the aforementioned problems, and provides an improved security barrier system and components thereof for maritime use.
According to the present disclosure, a marine barrier comprises a first plurality of substantially vertical panels, each of the panels having a buoyant bottom portion and a pair of opposing sides; a plurality of hinges, each hinge for elastically connecting a side of a first one of the panels to a side of an adjacent second one of the panels with an included angle therebetween, to form a buoyant continuous first pleated row of panels, such that the hinges are arranged in first and second substantially parallel rows; and an impact cable attached to opposing ends of the first pleated row of panels and passing through each of the hinges in the first row of hinges. When the barrier is floating in a body of water and a moving vessel impacts the impact cable, the impact cable deflects to transfer a force of the impact to one or more of the first plurality of panels, which in turn engage the water to transfer the force of the impact to the water, to arrest the motion of the vessel.
In accord with another aspect of the disclosure, a plurality of hinges of the second row of hinges are inboard hinges, each of which are also for elastically connecting a side of an additional one of the panels to a side of an adjacent further additional one of the panels with the included angle therebetween. In this aspect of the disclosure, the barrier further comprises a third row of hinges substantially parallel to the second row of hinges; a second plurality of the panels, each of which has its pair of opposing sides respectively connected to hinges of the second and third row of hinges to form a second continuous pleated row of panels; and a second impact cable attached to opposing ends of the second pleated row of panels and passing through each of the hinges in the third row of hinges. When the barrier is floating in the body of water and a moving vessel impacts the second impact cable, the second impact cable deflects to transfer a force of the impact to one or more of the second plurality of panels, which in turn engage the water, and to one or more of the first plurality of panels, which in turn engage the water, to transfer the force of the impact to the water and arrest the motion of the vessel.
Additional advantages and other features of the present disclosure will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from the practice of the invention. The advantages of the disclosure may be realized and obtained as particularly pointed out in the appended claims.
Reference is made to the attached drawings, wherein elements having the same reference numeral designations represent like elements throughout, and wherein:
b and 1c are top views of the barrier of
a-c are views of buoyant panels according to the present disclosure.
a-c are views of an outboard hinge according to the present disclosure.
a and 4e are perspective views of a barrier according to a further embodiment of the present disclosure.
b and 4d are top views of the barrier of
c is an end view of the barrier of
a is a perspective view of a barrier according to another embodiment of the present disclosure.
b is a top view of the barrier of
c is an end view of the barrier of
The present disclosure applies to a floating marine barrier, an exemplary embodiment of which is shown in
As the panels 110 in the immediate area of impact begin to collapse around the vessel, the hinges 120 which join panels 110 together begin to draw in around the point of impact, expanding or radiating the force of impact throughout the barrier 400. Previously-calm pools of water trapped within the subsurface portions of the diamond shapes of the barrier 400 become enraged and turbulent, offering additional resistance to the drawing of the vessel's impact. The entire barrier 400 becomes engaged to stop the vessel's forward motion. The panels' 110 flat and sloped sides act as anchors in the water when the rapid motion of impact occurs. Further, since water is an incompressible fluid, the water trapped in a diamond of the barrier 400 when an impact occurs will be forced to upwell between the walls of the panels 110. The water level will rise due to this hydraulic action within the diamond. This upwelling of fluid will expend additional energy imparted to the barrier by a vessel impact.
Should the outboard steel cables 430 become disengaged during an impact in the open “V” of the barrier, the central hinges 420 stand in the path of an attacking vessel. Inboard hinges 420 include a metal column sheathed in protective marine coatings, and rubber hinge elements. The column also supports several cables, such as catenary and haul cables of significant girth, capable of arresting a vessel's forward motion. Should a vessel pass through the central column area and its cables, a second set of arrestor cables 430 awaits the vessel on the other side of the structure.
The outboard hinge 120 is a composite structure of rubber and metal. It maintains the vertical spacing of the steel arrestor cables 430, acts as a shock absorber to impact, and mechanically joins adjacent panels 110 to each other, forming a hinge allowing the efficient expansion and contraction of the barrier 400. The hinge 120 is shaped to deflect a direct impact upon the joint, guiding an attacking vessel nearly ninety degrees to either side of its apex, and facilitating the capture of an attacking vessel into the “open V” on either side of the outboard hinge 120.
An embodiment of the disclosure will now be described in detail with reference to
Referring again to
Referring now to
As shown in
Due to their elasticity, hinges 120 enable the panels 110 to move from an expanded position where adjacent ones of the panels 110 are disposed with the included angle A therebetween, to a retracted position where the panels 110 are substantially parallel to each other. A cable 160 is attached to an end hinge of one of the rows of hinges 120 and passes through the other hinges 120 of that row of hinges, for moving the panels 110 from the expanded position to the retracted position. Since the disclosed barrier is retractable, it can be used as a gate; for example, to allow vessels to pass into and out of an area protected by the barrier.
Another embodiment of the present disclosure will now be described with reference to
A first plurality of impact cables 430 are attached to opposing ends of the first pleated row of panels 401 and pass through each of the hinges 120 in the first row of hinges 410a. A second plurality of impact cables 430 are attached to opposing ends of the second pleated row of panels 402 and pass through each of the hinges 120 in the third row of hinges 410c. In this embodiment, there are five impact cables 430 associated with each of the pleated rows 401, 402, and they are substantially parallel to each other. Impact cables 430 comprise, for example, steel wire rope.
Referring now to
Likewise, if a vessel impacts one or more of the second plurality of impact cables 430 attached to the second pleated row 402, the load path of the impact force will be similar, but in an opposite direction to lines L, M, N. shown in
Inboard hinges 420 will now be described with reference to
Like the outboard hinges 120, inboard hinges 420 are elastic to enable the panels 110 to move from an expanded position where adjacent ones of the panels 110 are disposed with the included angle A therebetween, to a retracted position where the panels 110 are substantially parallel to each other. A cable 460 is attached to an end hinge of the row of inboard hinges 420 and passes through the other hinges 420 of that row of hinges, for moving the panels 110 from the expanded position to the retracted position. In one example, the barrier 400 using the panels 110 of
Another embodiment of the present disclosure will now be described with reference to
More specifically, barrier 600 comprises the first pleated row 601 of panels, which are joined by outboard hinges 120 of the first row of hinges 610a and inboard hinges 420 of the second row of hinges 610b. Each of the inboard hinges 420 of the second row of hinges 610b also elastically connect a side of an additional one of the panels 110 to a side of an adjacent further additional one of the panels 110 with the included angle A therebetween. The barrier 600 further comprises a third row of hinges 610c, including a plurality of the inboard hinges 420, substantially parallel to the second row of hinges 601b; a second plurality of the panels 110, each of which has its pair of opposing sides respectively connected to hinges of the second and third rows of hinges 610b, 610c to form a second continuous pleated row 602 of panels; a fourth row of hinges 610d, including a plurality of the inboard hinges 420, substantially parallel to the third row of hinges 610c; a third plurality of the panels 110, each of which has its pair of opposing sides respectively connected to hinges of the third and fourth row of hinges 610c, 610d to form a third continuous pleated row of panels 603; a fifth row of hinges 610e substantially parallel to the fourth row of hinges 610d, each hinge of the fifth row of hinges 610e being for elastically connecting a side of a first one of the panels 110 to a side of an adjacent second one of the panels 110 with the included angle A therebetween; and a fourth plurality of the panels 110, each of which has its pair of opposing sides respectively connected to hinges of the fourth and fifth row of hinges 610d, 610e to form a fourth continuous pleated row of panels 604.
A first plurality of impact cables 630 are attached to opposing ends of the first pleated row of panels 601 and pass through each of the hinges 120 in the first row of hinges 610a. A second plurality of impact cables 630 are attached to opposing ends of the fourth pleated row of panels 604 and pass through each of the hinges 120 in the fifth row of hinges 610e. In this embodiment, there are five impact cables 630 associated with each of pleated rows 601, 604, and they are substantially parallel to each other. Impact cables 630 comprise, for example, steel wire rope.
When the barrier 600 is floating in a body of water 640 and a moving vessel impacts one or more of the first plurality of impact cables 630 attached to the first pleated row 601 of panels 110, the impact cables 630 deflect to transfer a force of the impact to one or more of the first plurality of panels 110 of the first pleated row 601, which in turn engage the water 640, and to one or more of the second plurality of panels of the second pleated row 602, which in turn engage the water 640, to transfer the force of the impact to the water 640 and arrest the motion of the vessel. The load path of the impact force of the moving vessel is the same as shown in
Likewise, if a vessel impacts one or more of the second plurality of impact cables 630 attached to the fourth pleated row 604, the load path of the impact force will be similar, but in an opposite direction. Thus, during an impact the panels 110 are drawn in around the point of impact and engage the water to dissipate the impact force.
In certain embodiments of the disclosure, the vertical column 420a of each inboard hinge 420 of a row of hinges 420 has a chain attachment portion 710 at its bottom end, as shown in
The present disclosure can be practiced by employing conventional materials, methodology and equipment. Accordingly, the details of such materials, equipment and methodology are not set forth herein in detail. In the previous descriptions, numerous specific details are set forth, such as specific materials, structures, chemicals, processes, etc., in order to provide a thorough understanding of the present teachings. However, it should be recognized that the present teachings can be practiced without resorting to the details specifically set forth. In other instances, well known processing structures have not been described in detail, in order not to unnecessarily obscure aspects of the present teachings.
While the foregoing has described what are considered to be the best mode and/or other examples, it is understood that various modifications may be made therein and that the subject matter disclosed herein may be implemented in various forms and examples, and that the teachings may be applied in numerous applications, only some of which have been described herein. It is intended by the following claims to claim any and all applications, modifications and variations that fall within the true scope of the present teachings.
This application claims the benefit of U.S. Provisional Application No. 61/573,099, filed Sep. 1, 2011, entitled “Rapidly Deployed Marine Barrier and Gate,” and U.S. Provisional Application No. 61/628,620, filed Nov. 3, 2011, entitled “Guardian Gate,” the disclosures of which are entirely incorporated herein by reference.
Number | Date | Country | |
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61573099 | Sep 2011 | US | |
61628620 | Nov 2011 | US |