WO2013033091A1 - Marine barrier and gate - Google Patents

Marine barrier and gate Download PDF

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Publication number
WO2013033091A1
WO2013033091A1 PCT/US2012/052655 US2012052655W WO2013033091A1 WO 2013033091 A1 WO2013033091 A1 WO 2013033091A1 US 2012052655 W US2012052655 W US 2012052655W WO 2013033091 A1 WO2013033091 A1 WO 2013033091A1
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WO
WIPO (PCT)
Prior art keywords
hinges
panels
row
impact
barrier
Prior art date
Application number
PCT/US2012/052655
Other languages
French (fr)
Inventor
Justin Bishop
Original Assignee
Halo Maritime Defense Systems
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Halo Maritime Defense Systems filed Critical Halo Maritime Defense Systems
Publication of WO2013033091A1 publication Critical patent/WO2013033091A1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20Movable barrages; Lock or dry-dock gates
    • E02B7/50Floating gates
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63GOFFENSIVE OR DEFENSIVE ARRANGEMENTS ON VESSELS; MINE-LAYING; MINE-SWEEPING; SUBMARINES; AIRCRAFT CARRIERS
    • B63G9/00Other offensive or defensive arrangements on vessels against submarines, torpedoes, or mines
    • B63G9/02Means for protecting vessels against torpedo attack
    • B63G9/04Nets or the like
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B15/00Cleaning or keeping clear the surface of open water; Apparatus therefor
    • E02B15/04Devices for cleaning or keeping clear the surface of open water from oil or like floating materials by separating or removing these materials
    • E02B15/08Devices for reducing the polluted area with or without additional devices for removing the material
    • E02B15/0835Devices for reducing the polluted area with or without additional devices for removing the material fixed to permanent structure, e.g. harbour wall or river bank
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/20Equipment for shipping on coasts, in harbours or on other fixed marine structures, e.g. bollards
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20Movable barrages; Lock or dry-dock gates

Definitions

  • 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.
  • 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.
  • the impact cable 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.
  • 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.
  • 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.
  • the second impact cable 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.
  • Figure l a is a perspective view of a marine barrier according to an embodiment of the present disclosure.
  • Figures lb and lc are top views of the barrier of Figure la.
  • Figures 2a-c are views of buoyant panels according to the present disclosure.
  • Figures 3a-c are views of an outboard hinge according to the present disclosure.
  • Figures 4a and 4e are perspective views of a barrier according to a further embodiment of the present disclosure.
  • Figures 4b and 4d are top views of the barrier of Figure 4a.
  • Figure 4c is an end view of the barrier of Figure 4a.
  • Figure 5 depicts an inboard hinge according to the present disclosure.
  • Figure 6a is a perspective view of a barrier according to another embodiment of the present disclosure.
  • Figure 6b is a top view of the barrier of Figure 6a.
  • Figure 6c is an end view of the barrier of Figure 6a.
  • Figure 7 depicts a chain attachment arrangement according to the present disclosure.
  • FIG. 4a The present disclosure applies to a floating marine barrier, an exemplary embodiment of which is shown in Fig. 4a.
  • Barrier 400 comprises a number of panels 1 10 joined together by rows of outboard hinges 120 and inboard hinges 420.
  • Sets of steel impact cables 430 are attached to the rows of outboard hinges 120.
  • the steel cables 430 have a very low elongation and will stretch only a few feet before the ends of the barrier 400 hold fast.
  • the cables 430 are pushed towards the central row of hinges 420, they begin to draw the panels 110 immediately adjacent to the point of impact around the vessel's beam.
  • the subsurface portion of each panel engages the water immediately surrounding it. The water offers resistance to the panel's motion through the water, which in turn offers resistance to the vessel's forward motion.
  • the hinges 120 which join panels 1 10 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' 1 10 flat and sloped sides act as anchors in the water when the rapid motion of impact occurs.
  • water 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 1 10. 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.
  • 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 1 10 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.
  • a marine barrier 100 comprises a first plurality of substantially vertical panels 1 10 assembled to form a zig-zag shaped (i.e., pleated) barrier, each of the panels 1 10 having a pair of opposing sides 110R and 1 10L.
  • each of the panels 1 10 includes a frame 11 1 comprising metal and having a plurality of through holes 1 12 extending from one major surface to another major surface for allowing passage of water and wind through the panel, a plastic coating 1 13 encapsulating the frame 11 1 , and an integral buoyancy portion 1 14 at the bottom of the frame 1 1 1.
  • a panel 1 10a includes a buoyancy portion 1 14a that is a separate structure attached to a plastic-coated frame 11 1a.
  • a plurality of hinges 120 each elastically connect an outboard side of a first one of the panels 1 10 to a side of an adjacent second one of the panels 1 10 with an included angle A therebetween, to form a buoyant continuous first pleated row of panels 101 , such that the outboard hinges 120 are arranged in first and second substantially parallel rows.
  • a plurality of impact cables 130 are attached to opposing ends of the first pleated row of panels 101 and pass through each of the hinges 120 in the first row of hinges. In the embodiment shown in Figs. 1-c, there are five impact cables 130, and they are substantially parallel to each other.
  • Impact cables 130 comprise, for example, steel wire rope.
  • Fig. lc when the barrier 100 is floating in a body of water 140 and a moving vessel, represented by arrow 150, impacts one or more of the impact cables 130, the impact cables 130 deflect to transfer a force of the impact to one or more of the first plurality of panels 1 10, which in turn engage the water 140 to transfer the force of the impact to the water 140, to arrest the motion of the vessel.
  • the load path of the impact force of the moving vessel is shown in Fig. lc by lines X, Y, and Z, representing the impact force as it moves from the impact cables 130 (line X) to the panels 1 10 (line Y) and the hinges 120 (lines X and Z).
  • the panels 110 are drawn in around the point of impact and engage the water to dissipate the impact force.
  • outboard hinges 120 each comprise a core 120a of an elastic material for attaching to the side of the first one of the panels 1 10 and to the side of the second one of the panels 1 10, with the included angle A therebetween, the core 120a having a passageway 120b for the impact cables 130.
  • An outer shell 120c is provided for attaching to and covering a portion of the core 120a proximal the passageway 120b, and for engaging the first and second ones of the panels 1 10, such that when the barrier 100 is floating in the body of water and a vessel impacts the outer shell 120c of one of the outboard hinges 120, the outer shell 120c guides the vessel into engagement with the impact cables 130.
  • the core 120a comprises EPDM rubber having a Durometer value of about 60 to about 70
  • the outer shell 120c comprises high density polyethylene.
  • hinges 120 enable the panels 1 10 to move from an expanded position where adjacent ones of the panels 1 10 are disposed with the included angle A therebetween, to a retracted position where the panels 1 10 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 1 10 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.
  • a marine barrier 400 includes two continuous pleated rows 401 , 402 of first and second respective pluralities of the panels 1 10, to form a diamond-shaped barrier.
  • a plurality of the outboard hinges 120, and a plurality of inboard hinges 420 (which will be further described herein below) elastically connect opposing sides of adjacent panels 1 10 with the included angle A therebetween to form the continuous pleated rows 401 , 402, such that the hinges 120, 420 are arranged in first, second, and third substantially parallel rows 410a-c.
  • 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.
  • Impact cables 430 comprise, for example, steel wire rope.
  • Figs. 4d-e when the barrier 400 is floating in a body of water 440 and a moving vessel (represented by arrow 450) impacts one or more of the first plurality of impact cables 430 attached to the first pleated row 401 of panels 1 10, the impact cables 430 deflect to transfer a force of the impact to one or more of the first plurality of panels 1 10 of the first pleated row 401, which in turn engage the water 440, and to one or more of the second plurality of panels of the second pleated row 402, which in turn engage the water 440, to transfer the force of the impact to the water 440 and arrest the motion of the vessel.
  • the load path of the impact force of the moving vessel is shown in Figs. 4d-e by lines L, M, and N, representing the impact force as it moves from the impact cables 130 (lines L) to the panels 1 10 (lines M) and the hinges 120 and 420 (lines L and N).
  • Each inboard hinge 420 is for joining four panels 110 together, and includes a vertical metal column 420a and a plurality of ligaments 420b, 420c attached to the column 420a, as by bolts. Each ligament 420b, 420c is for attaching to a side of each of four of the panels 1 10.
  • column 420a is a 5086 aluminum column with a marine coating (more specifically, a 12-inch or 6-inch Schedule 40 pipe).
  • Ligaments 420b, 420c comprise EDPM rubber.
  • the top ligament 420b has a whip 420d for engaging one or more of the impact cables 430 between two of the outboard hinges 120 of a row 410a, c of outboard hinges 120 to support the impact cable(s).
  • Whips 420d perform cable management functions such as keeping cables 430 out of the water when the barrier is being assembled or is in its retracted position, and put a slight tension on cables 430 to prevent sagging and tangling.
  • inboard hinges 420 are elastic to enable the panels 1 10 to move from an expanded position where adjacent ones of the panels 1 10 are disposed with the included angle A therebetween, to a retracted position where the panels 1 10 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 1 10 from the expanded position to the retracted position.
  • the barrier 400 using the panels 1 10 of Fig. 2a is about 30 meters long in the expanded position shown in Fig. 4a, with a height of about 2.4 meters, a beam of 4.7 meters, and a draft of 0.35 meters; barrier 400 weighs about 7700 Kg.
  • a marine barrier 600 includes four continuous pleated rows 601 - 604 of first through fourth respective pluralities of the panels 1 10, to form a double diamond- shaped barrier.
  • a plurality of the outboard hinges 120, and a plurality of the inboard hinges 420 elastically connect opposing sides of adjacent panels 110 with the included angle A therebetween to form the continuous pleated rows 601-604, such that the hinges 120, 420 are arranged in first, second, third, fourth, and fifth substantially parallel rows 610a-e.
  • 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 1 10 to a side of an adjacent further additional one of the panels 1 10 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 1 10, 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 1 10, each of which has its pair of opposing sides respectively connected to hinges of the third and fourth row of hinges 610c, 61 Od 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 1 10 to a side of an adjacent second one of
  • 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.
  • Impact cables 630 comprise, for example, steel wire rope.
  • the impact cables 630 deflect "to transfer a force of the impact to one or more of the first plurality of panels 1 10 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 Figs.
  • 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 Fig. 7.
  • the diamond barrier of the embodiment of Figs. 4a-e further comprises a chain 720 extending substantially parallel to the second row of hinges 410b and attached to the chain attachment portion 710 of each inboard hinge 420, to limit motion of the inboard hinges 420 relative to each other when the barrier 400 is floating in the body of water 440.
  • 6a-c further comprises a chain 720 extending substantially parallel to at least one of the second, third, and fourth rows of hinges 610b-d and attached to the chain attachment portion 710 of each inboard hinge 420 of the at least one row of hinges 420, to limit motion of the inboard hinges 420 relative to each other when the barrier 600 is floating in the body of water 640.

Abstract

A marine barrier is provided having a plurality of substantially vertical panels, each of the panels having a buoyant bottom portion, and 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 pleated row of panels, such that the hinges are arranged in first and second substantially parallel rows. An impact cable is attached to opposing ends of the pleated row of panels and passing through each of the hinges in the first row of hinges.

Description

MARINE BARRIER AND GATE
RELATED APPLICATIONS
[0001] This application claims the benefit of U.S. Provisional Application No. 61/573,099, filed September 1 , 201 1, entitled "Rapidly Deployed Marine Barrier and Gate," and U.S. Provisional Application No. 61/628,620, filed November 3, 201 1, entitled "Guardian Gate," the disclosures of which are entirely incorporated herein by reference.
TECHNICAL FIELD
[0002] 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.
BACKGROUND
[0003] 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.
[0004] Therefore, a need exist for improved security barriers and security barrier systems which remain effective while overcoming such shortcomings.
SUMMARY
[0005] 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. [0006] 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.
[0007] 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.
[0008] 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. BRIEF DESCRIPTION OF THE DRAWINGS
[0009] Reference is made to the attached drawings, wherein elements having the same reference numeral designations represent like elements throughout, and wherein:
[0010] Figure l a is a perspective view of a marine barrier according to an embodiment of the present disclosure.
[001 1] Figures lb and lc are top views of the barrier of Figure la.
[0012] Figures 2a-c are views of buoyant panels according to the present disclosure.
[0013] Figures 3a-c are views of an outboard hinge according to the present disclosure.
[0014] Figures 4a and 4e are perspective views of a barrier according to a further embodiment of the present disclosure.
[0015] Figures 4b and 4d are top views of the barrier of Figure 4a.
[0016] Figure 4c is an end view of the barrier of Figure 4a.
[0017] Figure 5 depicts an inboard hinge according to the present disclosure.
[0018] Figure 6a is a perspective view of a barrier according to another embodiment of the present disclosure.
[0019] Figure 6b is a top view of the barrier of Figure 6a.
[0020] Figure 6c is an end view of the barrier of Figure 6a.
[0021] Figure 7 depicts a chain attachment arrangement according to the present disclosure.
DETAILED DESCRIPTION
[0022] The present disclosure applies to a floating marine barrier, an exemplary embodiment of which is shown in Fig. 4a. Barrier 400 comprises a number of panels 1 10 joined together by rows of outboard hinges 120 and inboard hinges 420. Sets of steel impact cables 430 are attached to the rows of outboard hinges 120. When a vessel (not shown) impacts the outboard steel cables 430 on one side of the barrier, the cables begin to deflect towards the central row of hinges 420. The steel cables 430 have a very low elongation and will stretch only a few feet before the ends of the barrier 400 hold fast. As the cables 430 are pushed towards the central row of hinges 420, they begin to draw the panels 110 immediately adjacent to the point of impact around the vessel's beam. As the panels 110 are drawn in, the subsurface portion of each panel engages the water immediately surrounding it. The water offers resistance to the panel's motion through the water, which in turn offers resistance to the vessel's forward motion.
[0023] As the panels 1 10 in the immediate area of impact begin to collapse around the vessel, the hinges 120 which join panels 1 10 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' 1 10 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 1 10. 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.
[0024] 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.
[0025] 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 1 10 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.
[0026] An embodiment of the disclosure will now be described in detail with reference to Figs, la-c. A marine barrier 100 comprises a first plurality of substantially vertical panels 1 10 assembled to form a zig-zag shaped (i.e., pleated) barrier, each of the panels 1 10 having a pair of opposing sides 110R and 1 10L. Referring to Figs. 2a-b, each of the panels 1 10 includes a frame 11 1 comprising metal and having a plurality of through holes 1 12 extending from one major surface to another major surface for allowing passage of water and wind through the panel, a plastic coating 1 13 encapsulating the frame 11 1 , and an integral buoyancy portion 1 14 at the bottom of the frame 1 1 1. In an alternative embodiment shown in Fig. 2c, a panel 1 10a includes a buoyancy portion 1 14a that is a separate structure attached to a plastic-coated frame 11 1a.
[0027] Referring again to Figs, la-b, a plurality of hinges 120 each elastically connect an outboard side of a first one of the panels 1 10 to a side of an adjacent second one of the panels 1 10 with an included angle A therebetween, to form a buoyant continuous first pleated row of panels 101 , such that the outboard hinges 120 are arranged in first and second substantially parallel rows. A plurality of impact cables 130 are attached to opposing ends of the first pleated row of panels 101 and pass through each of the hinges 120 in the first row of hinges. In the embodiment shown in Figs. 1-c, there are five impact cables 130, and they are substantially parallel to each other. Impact cables 130 comprise, for example, steel wire rope.
[0028] Referring now to Fig. lc, when the barrier 100 is floating in a body of water 140 and a moving vessel, represented by arrow 150, impacts one or more of the impact cables 130, the impact cables 130 deflect to transfer a force of the impact to one or more of the first plurality of panels 1 10, which in turn engage the water 140 to transfer the force of the impact to the water 140, to arrest the motion of the vessel. The load path of the impact force of the moving vessel is shown in Fig. lc by lines X, Y, and Z, representing the impact force as it moves from the impact cables 130 (line X) to the panels 1 10 (line Y) and the hinges 120 (lines X and Z). Thus, during an impact the panels 110 are drawn in around the point of impact and engage the water to dissipate the impact force.
[0029] As shown in Figs. 3a-c, outboard hinges 120 each comprise a core 120a of an elastic material for attaching to the side of the first one of the panels 1 10 and to the side of the second one of the panels 1 10, with the included angle A therebetween, the core 120a having a passageway 120b for the impact cables 130. An outer shell 120c is provided for attaching to and covering a portion of the core 120a proximal the passageway 120b, and for engaging the first and second ones of the panels 1 10, such that when the barrier 100 is floating in the body of water and a vessel impacts the outer shell 120c of one of the outboard hinges 120, the outer shell 120c guides the vessel into engagement with the impact cables 130. In certain embodiments, the core 120a comprises EPDM rubber having a Durometer value of about 60 to about 70, and the outer shell 120c comprises high density polyethylene.
[0030] Due to their elasticity, hinges 120 enable the panels 1 10 to move from an expanded position where adjacent ones of the panels 1 10 are disposed with the included angle A therebetween, to a retracted position where the panels 1 10 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 1 10 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.
[0031] Another embodiment of the present disclosure will now be described with reference to Figs. 4a-e. In this embodiment, a marine barrier 400 includes two continuous pleated rows 401 , 402 of first and second respective pluralities of the panels 1 10, to form a diamond-shaped barrier. A plurality of the outboard hinges 120, and a plurality of inboard hinges 420 (which will be further described herein below) elastically connect opposing sides of adjacent panels 1 10 with the included angle A therebetween to form the continuous pleated rows 401 , 402, such that the hinges 120, 420 are arranged in first, second, and third substantially parallel rows 410a-c.
[0032] 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.
[0033] Referring now to Figs. 4d-e, when the barrier 400 is floating in a body of water 440 and a moving vessel (represented by arrow 450) impacts one or more of the first plurality of impact cables 430 attached to the first pleated row 401 of panels 1 10, the impact cables 430 deflect to transfer a force of the impact to one or more of the first plurality of panels 1 10 of the first pleated row 401, which in turn engage the water 440, and to one or more of the second plurality of panels of the second pleated row 402, which in turn engage the water 440, to transfer the force of the impact to the water 440 and arrest the motion of the vessel. The load path of the impact force of the moving vessel is shown in Figs. 4d-e by lines L, M, and N, representing the impact force as it moves from the impact cables 130 (lines L) to the panels 1 10 (lines M) and the hinges 120 and 420 (lines L and N).
[0034] 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 Figs. 4d-e. Thus, during an impact the panels 1 10 are drawn in around the point of impact and engage the water to dissipate the impact force.
[0035] Inboard hinges 420 will now be described with reference to Fig. 5. Each inboard hinge 420 is for joining four panels 110 together, and includes a vertical metal column 420a and a plurality of ligaments 420b, 420c attached to the column 420a, as by bolts. Each ligament 420b, 420c is for attaching to a side of each of four of the panels 1 10. For example, column 420a is a 5086 aluminum column with a marine coating (more specifically, a 12-inch or 6-inch Schedule 40 pipe). Ligaments 420b, 420c comprise EDPM rubber. The top ligament 420b has a whip 420d for engaging one or more of the impact cables 430 between two of the outboard hinges 120 of a row 410a, c of outboard hinges 120 to support the impact cable(s). Whips 420d perform cable management functions such as keeping cables 430 out of the water when the barrier is being assembled or is in its retracted position, and put a slight tension on cables 430 to prevent sagging and tangling.
[0036] Like the outboard hinges 120, inboard hinges 420 are elastic to enable the panels 1 10 to move from an expanded position where adjacent ones of the panels 1 10 are disposed with the included angle A therebetween, to a retracted position where the panels 1 10 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 1 10 from the expanded position to the retracted position. In one example, the barrier 400 using the panels 1 10 of Fig. 2a is about 30 meters long in the expanded position shown in Fig. 4a, with a height of about 2.4 meters, a beam of 4.7 meters, and a draft of 0.35 meters; barrier 400 weighs about 7700 Kg.
[0037] Another embodiment of the present disclosure will now be described with reference to Figs. 6a-c. In this embodiment, a marine barrier 600 includes four continuous pleated rows 601 - 604 of first through fourth respective pluralities of the panels 1 10, to form a double diamond- shaped barrier. A plurality of the outboard hinges 120, and a plurality of the inboard hinges 420 elastically connect opposing sides of adjacent panels 110 with the included angle A therebetween to form the continuous pleated rows 601-604, such that the hinges 120, 420 are arranged in first, second, third, fourth, and fifth substantially parallel rows 610a-e.
[0038] 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 1 10 to a side of an adjacent further additional one of the panels 1 10 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 1 10, 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 1 10, each of which has its pair of opposing sides respectively connected to hinges of the third and fourth row of hinges 610c, 61 Od 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 1 10 to a side of an adjacent second one of the panels 1 10 with the included angle A therebetween; and a fourth plurality of the panels 1 10, 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.
[0039] 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.
[0040] 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 1 10 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 Figs. 4d-e by lines L, M, and N, representing the impact force as it moves from the impact cables 130 (lines L) to the panels 1 10 (lines M) and the hinges 120 and 420 (lines L and N). If the impact force is great enough, it will also be transmitted to the third plurality of panels 1 10 of the third pleated row 603 and to the fourth plurality of panels 1 10 of the fourth pleated row 604, and then to the water 640.
[0041] 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 1 10 are drawn in around the point of impact and engage the water to dissipate the impact force.
[0042] 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 Fig. 7. In this case, the diamond barrier of the embodiment of Figs. 4a-e further comprises a chain 720 extending substantially parallel to the second row of hinges 410b and attached to the chain attachment portion 710 of each inboard hinge 420, to limit motion of the inboard hinges 420 relative to each other when the barrier 400 is floating in the body of water 440. Likewise, in this case the double diamond barrier of Figs. 6a-c further comprises a chain 720 extending substantially parallel to at least one of the second, third, and fourth rows of hinges 610b-d and attached to the chain attachment portion 710 of each inboard hinge 420 of the at least one row of hinges 420, to limit motion of the inboard hinges 420 relative to each other when the barrier 600 is floating in the body of water 640.
[0043] 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.
[0044] 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.

Claims

WHAT IS CLAIMED IS:
1. A marine barrier comprising:
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;
wherein 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.
2. The marine barrier of claim 1 , wherein 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, the barrier further comprising:
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;
wherein 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.
3. The marine barrier of claim 1 , wherein each of the hinges of the first row of hinges is an outboard hinge comprising:
a core of an elastic material for attaching to the side of the first one of the panels and to the side of the second one of the panels, with the included angle therebetween, the core having a passageway for the impact cable; and
an outer shell for attaching to and covering a portion of the core proximal the passageway, and for engaging the first and second ones of the panels, such that when the barrier is floating in the body of water and a vessel impacts the outer shell of one of the outboard hinges, the outer shell guides the vessel into engagement with the impact cable.
4. The marine barrier of claim 1, comprising a plurality of the impact cables, each attached to opposing ends of the first pleated row of panels and passing through each of the hinges in the first row of hinges.
5. The marine barrier of claim 4, wherein the impact cables are substantially parallel to each other.
6. The marine barrier of claim 3, wherein the core comprises EPDM rubber having a Durometer value of about 60 to about 70, and the outer shell comprises high density polyethylene.
7. The marine barrier of claim 2, wherein each inboard hinge comprises:
a vertical column comprising metal; and
a plurality of ligaments comprising EPDM rubber attached to the column, wherein each ligament is for attaching to a side of each of four of the panels.
8. The marine barrier of claim 7, wherein one of the ligaments has a whip for engaging one of the impact cables between two of the hinges of the first row of hinges to support the impact cable.
9. The marine barrier of claim 1, wherein each of the panels comprises:
a frame comprising metal and having a plurality of through holes extending from one major surface to another major surface for allowing passage of water and wind through the panel;
a plastic coating encapsulating the frame; and
a buoyancy portion at the bottom of the frame.
10. The marine barrier of claim 1, wherein 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, the barrier further comprising:
a third row of hinges, including a plurality of the inboard 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;
a fourth row of hinges, including a plurality of the inboard hinges, substantially parallel to the third row of hinges;
a third plurality of the panels, each of which has its pair of opposing sides respectively connected to hinges of the third and fourth row of hinges to form a third continuous pleated row of panels;
a fifth row of hinges substantially parallel to the fourth row of hinges, each hinge of the fifth row of hinges being for elastically connecting a side of a first one of the panels to a side of an adjacent second one of the panels with the included angle therebetween;
a fourth plurality of the panels, each of which has its pair of opposing sides respectively connected to hinges of the fourth and fifth row of hinges to form a fourth continuous pleated row of panels; and
a second impact cable attached to opposing ends of the fourth pleated row of panels and passing through each of the hinges in the fifth row of hinges; wherein 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 fourth plurality of panels, which in turn engage the water, and to one or more of the first through third 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.
1 1. The marine barrier of claim 10, comprising a plurality of the impact cables, each attached to opposing ends of the first pleated row of panels and passing through each of the hinges in the first row of hinges, and a plurality of the impact cables, each attached to opposing ends of the fourth pleated row of panels and passing through each of the hinges in the fifth row of hinges.
12. The marine barrier of claim 10, wherein each of the hinges of the first and fifth rows of hinges is an outboard hinge comprising:
a core of an elastic material for attaching to the side of the first one of the panels and to the side of the second one of the panels, with the included angle therebetween, the core having a passageway for a respective one of the impact cables; and
an outer shell for attaching to and covering a portion of the core proximal the passageway, and for engaging the first and second ones of the panels, such that when the barrier is floating in the body of water and a vessel impacts the outer shell of one of the outboard hinges, the outer shell guides the vessel into engagement with a respective impact cable.
13. The marine barrier of claim 12, wherein the core comprises EPD rubber having a Durometer value of about 60 to about 70, and the outer shell comprises high density polyethylene.
14. The marine barrier of claim 10, wherein each inboard hinge comprises:
a vertical column comprising metal; and
a plurality of ligaments comprising EPDM rubber attached to the column, wherein each ligament is for attaching to a side of each of four of the panels.
15. The marine barrier of claim 14, wherein one of the ligaments has a whip for engaging one of the impact cables between two of the outboard hinges to support the impact cable.
16. The marine barrier of any one of claims 1 , 2, and 10, wherein the impact cables comprise steel wire rope.
17. The marine barrier of any one of claims 1 , 2, and 10, wherein the panels are movable from an expanded position where adjacent ones of the panels are disposed with the included angle therebetween, to a retracted position where the panels are substantially parallel to each other.
18. The marine barrier of claim 17, further including a cable attached to an end hinge of one of the rows of hinges and passing through the other hinges of that row of hinges, for moving the panels from the expanded position to the retracted position.
19. The marine barrier of claim 7, wherein the vertical column of each inboard hinge has a chain attachment portion;
the barrier further comprising a chain extending substantially parallel to the second row of hinges and attached to the chain attachment portion of each inboard hinge, to limit motion of the inboard hinges relative to each other when the barrier is floating in the body of water.
20. he marine barrier of claim 14, wherein the vertical column of each inboard hinge of at least one of the second, third and fourth rows of hinges has a chain attachment portion; the barrier further comprising a chain extending substantially parallel to the at least one of the second, third, and fourth rows of hinges and attached to the chain attachment portion of each inboard hinge of the at least one row of hinges, to limit motion of the inboard hinges relative to each other when the barrier is floating in the body of water.
PCT/US2012/052655 2011-09-01 2012-08-28 Marine barrier and gate WO2013033091A1 (en)

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Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015184099A1 (en) 2014-05-28 2015-12-03 4-Antibody Ag Anti-gitr antibodies and methods of use thereof
WO2017205721A1 (en) 2016-05-27 2017-11-30 Agenus Inc. Anti-tim-3 antibodies and methods of use thereof
WO2018071500A1 (en) 2016-10-11 2018-04-19 Agenus Inc. Anti-lag-3 antibodies and methods of use thereof
WO2018106864A1 (en) 2016-12-07 2018-06-14 Agenus Inc. Antibodies and methods of use thereof
WO2018106862A1 (en) 2016-12-07 2018-06-14 Agenus Inc. Anti-ctla-4 antibodies and methods of use thereof
WO2018132739A2 (en) 2017-01-13 2018-07-19 Agenus Inc. T cell receptors that bind to ny-eso-1 and methods of use thereof
WO2018191502A2 (en) 2017-04-13 2018-10-18 Agenus Inc. Anti-cd137 antibodies and methods of use thereof
WO2018204363A1 (en) 2017-05-01 2018-11-08 Agenus Inc. Anti-tigit antibodies and methods of use thereof
WO2019046856A1 (en) 2017-09-04 2019-03-07 Agenus Inc. T cell receptors that bind to mixed lineage leukemia (mll)-specific phosphopeptides and methods of use thereof
WO2019210055A2 (en) 2018-04-26 2019-10-31 Agenus Inc. Heat shock protein-binding peptide compositions and methods of use thereof
EP3736290A1 (en) 2015-05-29 2020-11-11 Agenus Inc. Anti-ctla-4 antibodies and methods of use thereof
WO2021042019A1 (en) 2019-08-30 2021-03-04 Agenus Inc. Anti-cd96 antibodies and methods of use thereof
US11359028B2 (en) 2016-11-09 2022-06-14 Agenus Inc. Anti-OX40 antibodies and anti-GITR antibodies

Families Citing this family (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NO332748B1 (en) * 2010-04-20 2013-01-02 Rygg Consulting oil boom
US8920075B2 (en) 2011-09-01 2014-12-30 Halo Maritime Defense Systems, Inc. Marine barrier and gate
US9493855B2 (en) 2013-02-22 2016-11-15 The Nanosteel Company, Inc. Class of warm forming advanced high strength steel
WO2015081165A1 (en) * 2013-11-26 2015-06-04 Halo Maritime Defense Systems Energy absorption management for marine barrier and gate systems
US9677243B2 (en) * 2014-09-08 2017-06-13 Robert G. Carroll, JR. Corrugated retention and filtration systems for sedimentation control
WO2016160993A1 (en) * 2015-03-30 2016-10-06 Halo Maritime Defense Systems, Inc. Cable management for marine barriers and gate systems
CN106012949B (en) * 2016-07-05 2018-09-14 中山市祥实水利建筑工程有限公司 Seasonal key water control project
US10280579B2 (en) 2017-03-15 2019-05-07 Halo Maritime Defense Systems, Inc. Automatic gate operation and system status indication for marine barriers and gate systems
US10145659B1 (en) 2017-08-25 2018-12-04 Halo Maritime Defense Systems, Inc. Rapidly deployable single net capture marine barrier system
CN108387144A (en) * 2018-02-01 2018-08-10 大工科创船海工程研究院(大连)有限公司 A kind of Double-protection wall arresting gear waterborne based on articulated stand support
WO2019152587A1 (en) 2018-02-01 2019-08-08 Halo Maritime Defense Systems, Inc. Presence-based automatic gate operation for marine barriers and gate systems
CN108387145A (en) * 2018-02-01 2018-08-10 大工科创船海工程研究院(大连)有限公司 A kind of Double-protection wall arresting gear waterborne based on spring buffer
US11879222B2 (en) * 2018-04-12 2024-01-23 Woosb Ltd Oil spill barrier
WO2021257860A1 (en) 2020-06-19 2021-12-23 Halo Maritime Defense Systems, Inc. Compliant single net marine barrier
US11608656B2 (en) 2021-02-17 2023-03-21 Joshua Peter Harold Jordan Portable removable barrier
CN117345099A (en) * 2023-09-20 2024-01-05 海底鹰深海科技股份有限公司 Port defense device, assembling method thereof and modularized folding door

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5141359A (en) * 1991-08-19 1992-08-25 Albrecht Klockner Zigzag breakwater
US20060034668A1 (en) * 2002-08-02 2006-02-16 Innovative Technology Application, Inc. Winch gate for protection barrier system
US20080105184A1 (en) * 2006-11-06 2008-05-08 Laurence Nixon Port security barrier
US20080279631A1 (en) * 2003-12-11 2008-11-13 Justin Bishop Wave attenuator and security barrier system - connector

Family Cites Families (43)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2693161A (en) 1952-06-18 1954-11-02 Sherman C Stubbs Buoyant seaweed collecting fence
NO121386B (en) 1967-11-06 1971-02-15 T Mikkelsen
US3604389A (en) 1969-01-27 1971-09-14 Cable Ferry Systems Water transportation system with shore-based propulsion
US3823680A (en) 1971-07-19 1974-07-16 O Straumsnes Underseas transport system
JPS523487B2 (en) 1973-01-11 1977-01-28
US4033137A (en) 1973-07-12 1977-07-05 Geist James J Articulated floating barrier
US4174185A (en) 1977-11-14 1979-11-13 Mitsubishi Jukogyo Kabushiki Kaisha Floating-type anti-oil anti-impact and anti-wave barrier
JPS5523266A (en) 1978-08-09 1980-02-19 Mitsui Kaiyo Kaihatsu Kk Fence type oil collection/recovery device
US4319858A (en) 1978-10-16 1982-03-16 Societe Anonyme Rolba High resistance flexible boom
SE424205B (en) 1978-11-06 1982-07-05 Svensk Oljetral Ab LENS FOR COLLECTION OF WATER SURFACE LIQUID POLLUTANTS AS EXAMPLE OF OIL
US4484836A (en) * 1982-07-26 1984-11-27 Bailard James A Pneumatic spar sediment control curtain
DE3235602A1 (en) * 1982-09-25 1984-04-12 Bodan-Werft Motoren- Und Schiffbau Gmbh, 7993 Kressbronn CONSTRUCTION, FOR PROTECTION AGAINST SEASIDE
US4681302A (en) * 1983-12-02 1987-07-21 Thompson Marion L Energy absorbing barrier
US5429452A (en) 1993-08-24 1995-07-04 Waterbreak, Inc. Floating break water structure
US5651709A (en) 1995-11-09 1997-07-29 Nortrans Engineering Group Pte Ltd. Cantenary anchor leg mooring buoy
US6237499B1 (en) 1996-06-11 2001-05-29 Mckoy Errol W. Watercraft amusement ride
US5827011A (en) 1996-12-23 1998-10-27 Kann; Dirk C. Wave suppression system
US6102616A (en) 1999-04-09 2000-08-15 Foote; Howard G. Wave break
AU2104101A (en) 1999-12-14 2001-06-25 Yury Sherman System for supporting substantially rigid linear structures
US7572083B1 (en) 2000-09-26 2009-08-11 Elemental Innovation Inc. Floating breakwater system and method for dissipating wave energy
KR200242444Y1 (en) 2001-05-17 2001-10-15 홍광선 Fabricated a inflatable boat
US6591774B2 (en) 2001-05-24 2003-07-15 Mark B. Metherell Apparatus and method for protecting ships and harbors from attack by vessels
US7351008B2 (en) * 2002-04-02 2008-04-01 Yodock Iii Leo J Floating barrier units
US6669403B2 (en) 2002-04-06 2003-12-30 Wave Control Systems Inc. Wave attenuator
US7063484B2 (en) 2002-11-19 2006-06-20 Meeks Paul S Boat barrier attachment for log and debris booms
US7140599B1 (en) 2002-12-31 2006-11-28 Richard Spink Coupling systems and methods for marine barriers
US6886484B2 (en) 2003-02-12 2005-05-03 Georg K. Thomas Composite tension rod terminal systems
US6778469B1 (en) 2003-02-12 2004-08-17 Science Applications International Corporation Harbor fence
GB0313880D0 (en) 2003-06-14 2003-07-23 Colt Systems Ltd Rope terminator
US6843197B1 (en) 2003-07-17 2005-01-18 The United States Of America As Represented By The Secretary Of The Navy Near shore port security barrier
US20050058509A1 (en) 2003-09-15 2005-03-17 Dov Steinberg Floating modular breakwater
SG120998A1 (en) 2004-09-15 2006-04-26 Offshore Technology Dev Pte Lt Interactive leg guide for offshore self elevating unit
US7481176B2 (en) 2006-06-05 2009-01-27 United States Of America As Represented By The Secretary Of The Army Transportable flotation system
WO2008054563A2 (en) 2006-07-14 2008-05-08 Justin Bishop System and method of using rope in security application
US7975639B2 (en) 2006-07-14 2011-07-12 Halo Maritime Defense Systems, Inc. Float for use in water-based security system
WO2008024160A2 (en) 2006-07-14 2008-02-28 Justin Bishop Security barrier
US8007202B2 (en) * 2006-08-02 2011-08-30 Honeywell International, Inc. Protective marine barrier system
US7862258B2 (en) * 2007-04-30 2011-01-04 Kepner Plastics Fabricators, Inc. Floating standoff assembly
WO2008144534A1 (en) * 2007-05-17 2008-11-27 David Lee Glessner Marine vessel landing site barrier
US7744313B2 (en) 2007-08-02 2010-06-29 Terai Jeffrey B Fixed security barrier
CA2668236A1 (en) 2009-01-09 2010-07-09 Dave Wilson Self-adjusting wave break
NO336028B1 (en) * 2009-07-06 2015-04-20 Cruise Ventures As Floating walkway for transporting persons and goods between a ship and a land area, methods for connecting the walkway to and from a ship, and uses thereof
US8920075B2 (en) * 2011-09-01 2014-12-30 Halo Maritime Defense Systems, Inc. Marine barrier and gate

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5141359A (en) * 1991-08-19 1992-08-25 Albrecht Klockner Zigzag breakwater
US20060034668A1 (en) * 2002-08-02 2006-02-16 Innovative Technology Application, Inc. Winch gate for protection barrier system
US20080279631A1 (en) * 2003-12-11 2008-11-13 Justin Bishop Wave attenuator and security barrier system - connector
US20080105184A1 (en) * 2006-11-06 2008-05-08 Laurence Nixon Port security barrier

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ES2593271T3 (en) 2016-12-07
US20130119334A1 (en) 2013-05-16
WO2013033364A1 (en) 2013-03-07
US8739725B2 (en) 2014-06-03
CN103906988B (en) 2016-06-29
CN103906988A (en) 2014-07-02
US9121153B2 (en) 2015-09-01
MY182235A (en) 2021-01-18
EP2751516B8 (en) 2016-09-14
US8920075B2 (en) 2014-12-30
EP2751516A4 (en) 2015-06-03
US20150361631A1 (en) 2015-12-17
US20130108368A1 (en) 2013-05-02
US20140231734A1 (en) 2014-08-21

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