Abstract: A vehicle barrier includes a first post and a second post each having a top end and a planar wall, a barrier beam extending longitudinally in a same vertical plane as the first post and the second post and the barrier beam separating an attack side from an asset side, a first post connection attaching the barrier beam to the first post, the first post connection comprising a first beam plate extending from a first end of the barrier beam, a first post plate extending from the planar wall of the first post, and a first pin vertically disposed in the first beam plate and the first post plate, and a second post connection attaching the barrier beam to the second post.

Abstract: A stowable flood barrier system comprising: first and second barrier modules each comprising a frame and a barrier panel pivotable with respect to the frame between a stowed position and a deployed position, in which deployed position a base of the barrier panel is sealed against the frame and a free edge of the barrier panel extends clear of the frame to present a barrier segment between lateral edges of the barrier panel, wherein the first and second barrier modules are sealable together in the deployed position along the lateral edges of their respective barrier panels to form a linked flood barrier.

Abstract: A shoreline protection dike includes a plurality of juxtaposed protection devices each including a front face which is curved so as to deflect the water from each wave upwards and back in the direction of ebbing. The front face includes a concave curved shape formed by lines parallel to one another and extending between lower and upper edges of the front face, each line resting on a curved line which extends in a plane perpendicular to the lower and upper edges, the curved line including a first sector which forms a first arc and at least a second sector which forms a second arc.

Abstract: A livestock fence assembly is provided for use across a waterway having a flow direction and a substantially horizontal bed surface. The fence assembly includes: a foundation having a bottom portion configured to be disposed parallel to and below the bed surface, a top portion configured to be disposed proximate the bed surface, and an interior region between the top portion and bottom portion; and a plurality of spaced apart poles, each having a proximal segment secured to the bottom portion of the foundation and secured to the top portion of the foundation, and having a distal segment extending upwardly in a plane which forms an angle ? between 30° and 75° relative to the flow direction, wherein the assembly is substantially devoid of any structure between distal segments of adjacent poles.

Abstract: The method of dissipating water wave energy includes using an array of vertically-extending breakwater walls for dissipating the energy of water waves in an area of interest. Each vertically-extending wall has a plurality of horizontally-extending slots formed therethrough. The areas and/or configurations of the horizontally-extending slots can be varied such that each vertically-extending wall can have a unique degree of porosity. Each vertically extending wall can be positioned in succession in front of a water-impregnable rear barrier. The slots of one vertically-extending wall can be staggered or nonaligned relative to the next vertically-extending wall in succession.

Abstract: A fence post which is adapted to release from a substrate surface in the event of rising water or flood. A plurality of fence post(s) may be used to form a fence (FIG. 8). Each fence post includes an engaging mechanism at a first end thereof, which is adapted to release from a substrate surface in the event of rising water or flood, and, a retaining mechanism at a second end thereof to retain the post near its pre-released position, such that the fence posts may be easily re-installed after the flood has passed.

Abstract: A floating barrier which includes a number of buoyant bodies (12) which are fixed to an axle (36) from which extend a downwardly directed counterweight (124) and upwardly directed supports (130) to which transverse chains or cables are fixed.

Abstract: A marine barrier gate includes a pleated row of buoyant panels movable between an expanded position where the panels have an angle therebetween, and a retracted position where the panels are substantially parallel. A first buoy is attached to a first end of the panel row, and a second buoy is remote from the panels when the panels are in the retracted position. The second buoy has a tow winch and cable attached to a second end opposite the first end, for moving the panels from the retracted position to the expanded position. The first buoy comprises a catenary winch and cable movably engagable with the panels and attached to the second buoy. When the panels are in the retracted position, the catenary winch sets a length or tension of the catenary cable such that it absorbs catenary loads on the barrier when the panels are moved to the expanded position by the tow winch.

Abstract: A security barrier system includes a security barrier unit including a first panel group, a second panel group, a connecting member for connecting the first panel group and the second panel group. The first and second panel groups are disposed substantially in parallel and face each other. Each of the first and second panel groups includes one or more sub-panel groups, each of which includes barrier panels arranged in line, intermediate members each disposed between adjacent barrier panels, rope tubes and ropes. Each barrier panel has a front face, a rear face and side faces and has channels passing through from one side face to another side face. The rope tubes are disposed in the channels, respectively, so that the rope tubes pass through the barrier panels and the intermediate members. The barrier panels and the intermediate members are connected by the ropes disposed in the rope tubes.

Abstract: According to the invention, a security net can be erected in or on water or on the ground and is provided with a net or net-like structure (1) manufactured substantially from wire material, rope material, strand material or plastics material (2). The net (1) is bent together and forms longitudinal flanks (3, 4) and at least one arched region (5). The overlapping longitudinal flanks (3, 4) can be connected together and several stabilizers (8) are associated with the net (1). In cross-section, the net (1) is constructed similarly to a teardrop, with the arched region (5) lying on or at least partially in the water. In this way, a largely double-walled security system is obtained, which is able to intercept impacting objects reliably and moreover gently, because the net and the three-dimensional protective net structure is deformable due to the relative flexibility thereof.

Abstract: Embodiments disclosed herein relate to barriers for managing and/or controlling water. In an embodiment, a barrier may include a hollow body at least partially defined by a front wall, a back wall, a top portion and a bottom portion. An elongated connection member may be connected to the first end. The connection member may have a tapered free end portion substantially adjacent said top portion and a lower free end portion substantially adjacent said bottom portion of said hollow body such that the connection member virtually extends the entire length of the first end. A connection recess may be formed in the second end. The connection recess may be sized and configured to generally correspond to at least a portion of the connection member. The barrier may further include a foot member attached to the bottom portion, and a fill port and a drain port in fluid communication with the hollow body.

Abstract: A security barrier for use in a water location includes a plurality of barrier units, each having a plurality of individual panels; toppers attached between the barrier units for connecting the barrier units to one another and for disengaging the barrier units from one another when an impact occurs on the security barrier; butt plates attached between the toppers; a rope and a tube containing the rope for connecting individual panels; and a vertical pin for engaging the toppers and the butt plates.

Abstract: Retaining wall device, comprising at least one first retaining wall member (5) and a support (3, 4) for it, wherein the first retaining wall member and the support have first and second longitudinal edges, respectively, extending in longitudinal direction of the retaining wall, which longitudinal edges have been formed for connection to each other by a tilting or rotary motion about one or several axes that are parallel to the longitudinal edges, wherein the longitudinal edge that is opposite the first longitudinal edge (8) of the first retaining wall member is designed corresponding to the second longitudinal edge, wherein the first and second longitudinal edges can be provided with stop surfaces for limiting the tilting motion to mutual abutment of the first and second longitudinal edges in a retaining position of the first retaining wall member.

Abstract: A sea wall system incorporated into a continuous and foundation supported structure, including a plurality of panels which are displaced in either of vertical or horizontal fashion from interior locations associated with the foundation structure. The panels are each constructed of a lightweight and fluid resistant material and are each displaceable from a first retracted position to an extended position, whereby the components collectively establish a heightened water barrier. A fluid communicating opening is defined in the foundation support and, in response to a rising water level, vertically displaces the panels.

Abstract: A portable, inflatable flood wall is characterized by a sheet of synthetic plastic material which is folded back on itself to define a chamber between bottom, rear and front portions of the sheet and within which at least one inflatable bladder is secured. When the bladder is inflated, the rear portion of the sheet is erected to a vertical position which prevents water from passing beyond the sheet. The front portion preferably contains a plurality of openings to allow water to enter the chamber. The weight of the water on the bottom portion of the sheet serves to hold the wall in place. A plurality of such walls may be connected in end-to-end relation to construct a wall of a desired length.

Abstract: A marine barrier system comprising first and second barrier sections and a coupler system. The first and second barrier sections comprise first and second main flotation members, respectively, and each main flotation member contains buoyant material. The coupler system is arranged at the juncture of the first and second barrier sections. The coupler system is arranged such that the first and second main flotation members may be placed in a storage configuration and in a deployed configuration. In the storage configuration, the first and second main flotation members are arranged in a parallel, side by side arrangement. In the deployed configuration, the first and second main flotation members are arranged end to end to define a barrier line in a body of water across which movement is limited.

Abstract: An automatic barricade includes a trench across a road that is covered by a grate allowing vehicular traffic during normal dry weather. Inside the trench is a series of barricade elements, each of which includes a float. When rising water fills the trench to a predetermined level, each float rises and elevates the elements above the road. The barricade elements are sufficiently robust and intimidating to deter motorists from driving over them but are spaced apart to be light enough to be easily actuated by the float. The barricade elements are sufficiently close together that vehicles cannot pass between them. In another embodiment, a sensor is adjacent the trench to detect rising water and communicates with a motor connected to the barricade elements for raising them to a traffic blocking position.

Abstract: A variety of types of wood matter may be used as a starter material. The starter material is processed into wood pieces in the range of about twenty mesh to six inches to form a base product. The base product is installed in windrows along the beach. A fence may be installed between the windrow(s) and the water.

Abstract: A method for making an embankment in areas and forming a barrier against water with the help of supports. For this purpose, corrugated steel sheets or corrugated panels of some other material, such as plastic or aluminum, are folded across their longitudinal direction along perforations in the sheets so that sections of the sheet extend at an angle to one another, and the aforementioned folded formed barrier supports are caused to be positioned on a supporting surface so that a folded section of each sheet forms a barrier support (16) that faces towards the intended damming area. The barrier support is formed laterally by a number of mutually overlapping folded corrugated sheets. An arrangement for the execution of the method.

Abstract: A system of composite panels comprised of resin impregnated carbon fiber sheets, on opposing sides of a fiberglass core, having structural values directly related to the thickness of the core and the amount of carbon fiber incorporated, to be used in marine conditions to resist scour or erosion while retaining soil materials behind the panel and resisting hydrostatic loads. Each panel will have high-density polyethylene (HDPE) interlocks on opposite edges allowing the panels to slide together allowing a series of joined panels to form a continuous wall. Additionally the preformed HDPE interlocks may be field-installed and removed allowing the carbon fiber panels to be cut to a specific dimension as necessary.

Abstract: A method of making artificial barrier islands or break waters. The method consists of driving a series of piles in the shape of the island, attaching a number of wire mesh sections, to form a fence around the perimeter of the piles, connecting the tops of the piles with cables, and then filling the formed enclosure with riprap (rock) material. Once the rock has reached the water surface, it is covered with suitable soil and vegetation to create the island. The piles and mesh are hidden below the water surface and the formed island takes on a natural appearance. In this way, the artificial island is a barrier to storms, thus protecting the shoreline and wetlands from erosion. Moreover, the artificial island creates an ideal habitat for birds, fish, reptiles and amphibians. In certain environments one island can protect approximately 10 times the amount of shoreline that lies behind it.

Abstract: The present invention provides a movable defensive apparatus in which a dedicated source of power for driving a relatively heavy defensive wall and an installation space are not required, whereby entry of a mob, a runaway vehicle, and the like, can be prevented, the entry of rainwater, and the like, can also be prevented to some extent. The movable defensive apparatus includes a defensive wall (2) disposed in the vicinity of a doorway (O•I) of a site (G), such as a house, and an installation in the vicinity of a doorway (O•I), a window or the like, of a building for preventing rainwater and undesirable entry of objects, such as a mob or a runaway vehicle from entering the site (g) or a building. Also described is a piston cylinder unit (20, 20) which is operated by running water for driving the defensive wall (2) from a machine room (M•R) to a predetermined upper position along a guide device (10, 10).

Abstract: A barrier device includes a first containment chamber and a second containment chamber. The first containment chamber is secured to the second containment chamber by a connector. A barrier wall includes a first barrier device having a first containment chamber, a second containment chamber, and a connector. A containment chamber of a second barrier device is positioned between the first containment chamber and the second containment chamber and is positioned in overlying relationship to the connector. A barrier wall is built by positioning a first barrier device, having a first containment chamber, a second containment chamber, and a connector on a support surface. A containment chamber of a second barrier device is positioned between the first containment chamber and the second containment chamber of the first barrier device and overlying the connector.

Abstract: A rapid emergency dam is disclosed. During adverse weather conditions heavy rain can lead to rivers breaking their banks and lakes overflowing causing flooding to the surrounding countryside. Coastline defenses can also be breached by increased sea swell and large waves. A fluid barrier section (1) of the present invention comprises an elongate rectangular fluid barrier sheet 2, an apron 4 extending from the lowermost edge 6 of the fluid barrier (2), an elongate rectangular front panel (7) and support means in the form of a plurality of support ribs (8). The fluid barrier sheet (2) is of a flexible fluid impermeable material such as plastics, rubber, waterproof canvas, nylons or any other suitable natural or man made material. A preferred material for the barrier sheet (2) is a fluid impermeable tear resistant flexible foil. In one preferred embodiment of the present invention the lowermost edge (6) of the fluid barrier is bonded to one edge of the apron (4).

Abstract: A flood control system including a substantially rigid exterior shell and a flexible bladder having one or more valves for introducing and removing a desired amount of fluid, the shell including opposite first and second rigid sides hingedly connected to one another to permit the shell to be positioned in a desired orientation exterior to and substantially overlying the flexible bladder.

Abstract: A variety of types of wood matter may be used as a starter material. The starter material is processed into wood pieces in the range of about twenty mesh to six inches to form a base product. The base product is installed in windrows along the beach. A fence may be installed between the windrow(s) and the water.

Abstract: A flood barrier unit is provided for a flood barrier system. Each unit has three pillars attached to pillar footings implanted in the surrounding ground surface. For each pillar a concrete brace member footing is provided for the support of brace members compressively positioned between the pillar tops and the brace member footings. A turnbuckle connects two portions of each brace member, and when properly manipulated, will force the brace member ends into holes in the pillar footings and brace member footings. Barrier panels with tongue-and-groove top and bottom edges form a wall when attached to the pillars using a brace plate and bolts. A water-resistant vapor barrier, with a weighted bottom portion, is draped over the top of the barrier panels for fastening between the pillars and panels using a hook-and-loop fastener and the barrier panel bolts. Alternate embodiments include differing arrangements and numbers of the brace members.

Abstract: The invention concerns a protective element (1) comprising a plate (2) with a first longitudinal edge (3) and a second longitudinal edge (4) spaced by a distance (D) from each other, and a pivot bearing (5, 5′) arranged substantially parallel to the first longitudinal edge and/or the second longitudinal edge, designed for transferring forces, whereby the plate (2) is arranged mobile on a substructure (6) to absorb the forces exerted on the protective element, in particular on a protection system against floods and avalanches, and capable of being arranged mobile relative to said substructure (6), in a pivot zone (S).

Abstract: A device capable of being attached to a roof as part of a snowguard system to prevent snow or ice from falling off the roof. The snowguard system includes a plurality of mounting brackets each having a bracket portion with at least one bore defining at least one cutout region therethrough. This cutout region has a first circumferential shape. At least one pipe is slidably inserted through one of the bores in each of the bracket portions. Each pipe has a circumferential shape substantially similar to that of each cutout region to thereby prevent rotation of the pipe with respect to the bracket. At least one flag is provided for attachment to the pipe. Each flag has an interior which is substantially geometrically similar to at least a portion of the circumferential shape of the pipe, thereby allowing the interior portion of the flag to lockingly engage the exterior of one of the pipes such that the flag does not rotate with respect to the pipe to which it is attached.

Abstract: A wire netting, preferably used as a gravel screen or for protecting a soil surface layer is woven from corrosion-resistant wires and either fitted on the soil surface or secured in an almost upright position on a slope or something similar. The wires in the wire netting are manufactured from heavy-duty steel, which has a nominal strength in the region of 1000 to 2200 N/mm2 and steel wire may be used for this for stranded wires or spring steel wire. The wire netting is manufactured from rectangular, diagonal netting and it has a three-dimensional, mattress-like structure.

Abstract: A wave barrier for protecting users and their possessions at a beach location close to the water from becoming wet from waves crashing into their location. The wave barrier includes a flexible wall sheet with a plurality of spaced apart elongate poles coupled thereto. The lower ends of the poles are downwardly extended from a bottom edge of the wall sheet. The proximal edge of a ground sheet is coupled to the wall sheet along the bottom edge of the wall sheet.

Abstract: A fence for a depressed waterway has a pair of anchor posts normally located on opposite sides of the waterway. At least one ground anchor is positioned between the anchor posts in the bottom of the waterway. A wire fence extends between the anchor posts and over the ground anchor. A vertical post is secured to the wire and is suspended by the wire above the ground anchor. The vertical post has a lower end detachably secured to the ground anchor so that the lower end of the vertical posts will disengage the ground anchor and will tilt on said wires in a downstream direction when encountered by debris under flooded conditions. The method of use of a waterway fence comprises placing opposite fence anchor posts on opposite sides of the waterway. At least one ground anchor is placed in the waterway below the normal vertical plane of the fence to be built. The fence wire extends between the anchor posts and over the waterway.

Abstract: A safety device for protecting personnel against falling from a platform of a printing press having a handrail anchored to the printing press, and a kneerail located below the handrail, including devices for swiveling the kneerail and devices for releasably locking the kneerail both in an inwardly swiveled position wherein it blocks access to the platform, and in a normal position wherein it is disposed below the handrail.

Abstract: An apparatus wherein individual lock members include interconnecting right and left end walls, with spikes directed through the top and botttom wall for positioning and securement of the barriers to an underlying support or to one another. A fabric flap is mounted to a forward planar wall of each of the blocks for enhanced mounting of the blocks to an underlying surface to minimize cantilevering of the blocks in use. Further, positioning blocks are selectively securable to a top surface of each block and cooperative with rectangular recesses within opposed bottom surfaces of further blocks to provide vertical mounting of the blocks together.

Abstract: A fluid containing barrier having a frame with a plurality of legs and a flexible container supported by the frame. The flexible container has a high point vent and a low point drain. The flexible container is capable of holding a fluid. A series of individual frames and flexible containers interlock to form a wall or flood barrier which is used as a dam structure.

Abstract: A water-bag dam or dike comprises elongate tubes adapted to be filled with water. The tubes have three equal sides and are supported by longitudinal and lateral support members so that, when filled with water, they assume the shape of a substantially equilateral, triangular prism. The tubes can be stacked to make a dam or dike twice as tall and wide on the individual tubes. The tubes and support members can be transported to a flood situs and there be erected into an effective dam or dike just by filling the tubes with water.