Abstract: The barrier is of the type formed by a flexible or compact impact absorbing structure, in which inner or outer ducts are defined for the passage of cables having various functions, such as power supply, sensing, signaling and/or communication with a central traffic control unit, with the particularity that various barrier units are grouped to form a segment (4) that determines the lower level of a hierarchical distribution system with different autonomous and independent levels, providing a grid controlled by a data receiving, transmitting and managing central unit, in such a way that each segment (4) comprises an independent controller (8) comprising an electric power supply socket for the segment and a wireless communication module (9), ensuring the integrity of the grid, both horizontally, i.e. within the same level, thus avoiding any physical interruption to the transmission of signals, and vertically, i.e. hierarchically within the system.

Abstract: Embodiments of the present disclosure provide an apparatus that enables temporary creation of a dedicated lane on a road for providing an uninterrupted passage to emergency vehicles. An aspect of the present disclosure pertains to an apparatus including a deployable asset that can be configured in a first position and in a second position, said first position being configured when said asset is not deployed and hangs vertically by means of a support mechanism, said second position being configured when said asset is deployed on a road by being vertically brought down from said first position such that upon deployment, said asset enables temporary creation of a dedicated lane on the road to enable uninterrupted passage of a defined vehicle.

Abstract: A portable, water-filled barrier system includes a plurality of water-fillable modules, each module being internally divided into cells that emulate a section of a sandbag dike or wall. Automatic valves can seal openings between the filled cells, so that a punctured cell will not cause cells below and behind to deflate. A manifold can be used to simultaneously fill a plurality of modules. The barrier system further includes at least one anchoring support base having an underlying portion that extends under at least one of the modules. A vertical portion of the support base extends upward behind and abuts at least one of the modules, and an anchoring portion includes openings that enable attachment of the anchoring support base to the underlying ground by stakes and/or spikes. A flexible sheet can be installed beneath and in front of the assembled barrier to further inhibit horizontal displacement of the modules.

Abstract: A pneumatic fender monitoring system is provided. Image data captured by using at least one of a front view imaging device that successively images an external shape in a front view of a pneumatic fender used disposed between a vessel and a vessel or a side view imaging device that successively images the external shape in a side view of the pneumatic fender is successively input into a control unit and successively displayed on a monitor, and the control unit determines, on the basis of the image data, whether an amount of deformation of the external shape of the pneumatic fender is within a preset tolerance range or outside of a preset tolerance range.

Abstract: A load arrangement is provided for powering a load on a surface (30) of a marine structure (50) exposed to a liquid (10). The load arrangement has a carrier (100) and a conductor arrangement (110) arranged on the surface of the marine structure and coupled to one pole of a power source (1). The other pole is coupled to the liquid. The carrier has a back surface (102) to cover part of the conductor arrangement and the surface (30) of the marine structure. A load (20) in the carrier receives supply current from the power source via a front electrode (130) arranged for coupling to the liquid, and a back electrode (120) at the back surface arranged for coupling to the conductor arrangement. The load may be an UV-C LED for emitting anti-fouling light.

Abstract: In certain embodiments, a pile bridge assembly includes first and second pile brackets for rigid mounting onto first and second piles of a pier; a cap bracket sub-assembly for rigid mounting onto a beam of the pier supported by the first and second piles; a first compression arm rotatably connected (i) at a first end to the first pile bracket and (ii) at a second end to the cap bracket sub-assembly; and a second compression arm rotatably connected (i) at a first end to the second pile bracket and (ii) at a second end to the cap bracket sub-assembly. The pile bridge assembly restores the load capacity of damaged or degraded piers. The cap bracket sub-assembly can include first and second cap brackets, and the pile bridge assembly can further include one or more tension-managing straps.

Abstract: In certain embodiments, a cap repair assembly includes first and second pile brackets for rigid mounting onto first and second piles of a pier: a cap beam for rigid mounting onto super-structure of the pier; first and second cap beam plates for rigid mounting onto the cap beam at different ends of the cap beam; first and second compression arms rotatably connected (i) at first ends to the first and second pile brackets and (ii) at second ends to the first and second cap beam plates. The cap repair assembly restores the load capacity of damaged or degraded piers. The cap repair assembly can further include one or more steel banding straps.

Abstract: A system for simultaneously driving multiple piles into the ground to create A-frame type structures that are anchored by piles running at angles to one another and to the ground. The system comprises a guide assembly and an actuator for driving the piles into supporting ground at the same time. The actuator may engage slots or teeth in the pile to drive them into the ground and/or may apply torque and downward pressure.

Abstract: Certain aspects of removing submerged piles of offshore production platforms can be implemented as methods. A top deck of a fixed offshore platform installed on a mudline of a body of water is removed. An upper structure of the fixed offshore platform is removed. The upper structure is below the top deck. A lower structure is secured to the mudline by one or more structural piles remaining. The one or more structural piles, which are housed within one or more members of the lower structure, are driven below the mudline. The lower structure of the fixe offshore platform is removed. The one or more structural piles are left below the mudline.

Abstract: Certain aspects of removing submerged piles of offshore production platforms can be implemented as methods. A top deck of a fixed offshore platform installed on a mudline of a body of water is removed. An upper structure of the fixed offshore platform is removed. The upper structure is below the top deck. A lower structure is secured to the mudline by one or more structural piles remaining. The one or more structural piles, which are housed within one or more members of the lower structure, are driven below the mudline. The lower structure of the fixe offshore platform is removed. The one or more structural piles are left below the mudline.

Abstract: A mooring system has a pre-existing subsea foundation at a first seabed location and a catenary mooring line connected to the pre-existing foundation and extending to a moored floating unit. A supplementary subsea foundation is installed at a second seabed location to upgrade the capacity of the mooring system. The mooring line is connected to the supplementary subsea foundation while the connection between the mooring line and the pre-existing subsea foundation is maintained.

Abstract: The disclosed technology includes temporary support structures for use in the repair of a transmission tower. A typical transmission tower includes a tripod that receive the load of the tower and distributes it to piles embedded in the ground. A temporary support structure may temporarily remove the load of the transmission tower from the tripod to allow the tripod to be removed and replaced with a new tripod. A temporary support system may include a pile temporary support system, a beam support structure supported by the pile temporary support system, and a flower pot adapter lifting assembly configured to attach to a portion of the transmission tower to transfer a load of the transmission tower to the beam support structure.

Abstract: A system for moving material from a first work area to a second work includes a material moving machine, a machine position sensor and a controller system. The controller system performs first material moving operations including determining a transition location from an inclined material stack operation to a flat material stack operation. The controller system performs second material moving operations including controlling the material moving machine.

Abstract: A work vehicle includes an engine, a hydrostatic transmission, and a controller. The hydrostatic transmission includes a traveling pump driven by the engine, a hydraulic circuit connected to the traveling pump, and a traveling motor connected to the traveling pump via the hydraulic circuit. The controller is configured to control the traveling motor and the traveling pump, determine a target flow rate of the traveling motor or the traveling pump, determine a correction amount of the target flow rate from a hydraulic pressure of the hydraulic circuit, and determine a target displacement of the traveling motor or the traveling pump from the target flow rate and the correction amount.

Abstract: A shovel includes a lower traveling body, an upper turning body turnably mounted on the lower traveling body, a covering attached on the upper turning body, and a camera for surroundings monitoring placed on the upper turning body. A cut is formed in the covering. The camera is placed on the upper turning body such that at least part of the camera is within the covering through the cut.

Abstract: A bypass line (35) having one end side connected to a pilot delivery line (23) between a pilot pump (16) and a throttle (32) and the other end side connected to the pilot delivery line (23) between a check valve (33) and a pressure reducing valve type pilot valve (25) so as to bypass the throttle (32), a gate lock valve (27), and the check valve (33) provided in order from a pilot pump (16) is provided in the pilot delivery line (23). A lock switching valve (36) shutting down a flow of a pilot pressure oil from the pilot pump (16) through the bypass line (35) at a normal time and allowing the flow of the pilot pressure oil through the bypass line (35) when a pressure generated in the pilot delivery line (23) exceeds a predetermined pressure between the gate lock valve (27) and the check valve (33) is provided in the bypass line (35).

Abstract: A construction machine includes a bidirectionally tiltable type hydraulic pump 2, a hydraulic cylinder 1 having a cap chamber 1e and a rod chamber 1f, a first flow path 11 connecting the hydraulic pump 2 and the cap chamber 1e, a second flow path 12 connecting the hydraulic pump 2 and the rod chamber 1f, a discharge flow path 16 branched from the first flow path 11, a discharge valve 32 that is disposed in the discharge flow path 16 and controls a discharge rate of hydraulic working oil from the cap chamber 1e to the discharge flow path 16, an operation device 54 that instructs an action of the hydraulic cylinder 1, and a controller 56.

Abstract: Provided is a controller (50) that includes a mechanical state acquisition section (400) that acquires information regarding a posture and an operation of a hydraulic excavator; a blind angle calculation section (500) that calculates a blind angle area from a seat in a cab (1f) of the hydraulic excavator based on the information indicating the posture and the operation of the hydraulic excavator and acquired by the mechanical state acquisition section (400); and a visibility level determination section (300) that determines a visibility level of an obstacle based on the blind angle area calculated by the blind angle calculation section (500) and a positional relationship calculated by a position relation calculation section (200). Further, a warning level determination section (600) of the controller (50) adjusts a warning level in accordance with the visibility level determined by the visibility level determination section (300).

Abstract: A work vehicle includes a work implement. A control system for the work vehicle includes a controller. The controller acquires actual topography data indicating an actual surface of a work target. The controller vertically displaces a target design surface using the actual surface as a reference.

Abstract: A method for cooling a fluid from an electrolysis unit and extracting water from ambient air comprising: conducting moist air having a first molar amount of water and raw water into an evaporator unit in a counterflow at a temperature at or below the boiling temperature of the water; evaporating pure water from the raw water into the moist air and cooling the raw water; conducting the cooled raw water into a heat exchanger thereby cooling the fluid stream of the electrolysis unit; conducting the moist air and the pure water into a water extraction unit; separating a second molar amount of the pure water off from the moist air in the water extraction unit, wherein a third molar amount of water remaining in the air is less than the first; conducting the preheated raw water back to the evaporator; and conducting the cooled fluid back into the electrolysis unit.

Abstract: Provided herein is a fluid control apparatus comprising real-time monitoring and active management of upstream and downstream pressure and flow, incorporating self-cleaning and plug-and-play maintenance.

Abstract: A facility used for sanitation, cosmetics, and private or industrial cleaning includes a water supply, an outlet unit, a consumable unit and a control unit. The facility is a low through-flow rate facility. The control unit includes a sensor adapted to measure at least one value, a user interface unit adapted to enter a set-point and a closed loop control unit configured to adapt an operation parameter of the facility in consideration of the set-point.

Abstract: A shower valve replacement kit includes a plate that is circumferentially larger than a penetration in a wall though which an existing valve is accessible. A plurality of couplers is configured to couple the plate to the wall to cover the penetration. A pair of first connectors and a second connector are coupled to and in fluidic communication with a valve that is coupled to a back of the plate. Each first connector is configured to couple to a respective one of hot and cold lines to supply hot and cold water to the valve. The second connector is configured to couple to a first tube that extends from a first water dispenser. A knob that is operationally coupled to the valve is configured to be rotated by a user to actuate the valve to selectively supply the hot and cold water to the first water dispenser.

Abstract: In a toilet bowl composed of a plurality of resin-made components, at least one resin-made component includes a base material made of a foam synthetic resin, and a coating layer made of a polyurea resin covering a surface of the base material. A flush toilet tank includes a base material made of a foam synthetic resin molded in a tank shape, and a coating layer made of a polyurea resin covering a surface of the base material on an inner surface and an outer surface in the tank shape. A pipe body inserted, as a new pipe, into an aging already-existing pipe includes a base material made of a foam synthetic resin formed in a pipe shape, and a coating layer made of a polyurea resin covering a surface of the base material on an inner surface and an outer surface in the pipe shape.

Abstract: A system for collecting and storing urine includes a toilet with a bowl and a tank. The bowl includes a wall dividing the bowl into a first region configured to receive liquid waste and a second region configured to receive solid waste. The system also includes a first line in fluid communication with the first region to transfer the liquid waste from the first region, and a second line in fluid communication with the second region to transfer solid waste from the second region. A storage tank is coupled to the first line such that the storage tank is configured to receive the liquid waste from the first region via the first line.

Abstract: A sewer extender useful with recreational vehicles to connect vehicle sewer discharge connectors to ground connectors comprises, in one embodiment, a tubular main body having a proximal end and a distal end; the distal end having a plurality of external threads comprising a plurality of thread segments that are defined by a plurality of spaced-apart relief cuts; a tubular telescoping body adapted to slide into the tubular main body via the distal end; a compression nut having tapered internal threads that are configured to threadedly attach to the plurality of thread segments, and when tightened, to compress the thread segments against the telescoping body to fix the telescoping body in a fixed position with respect to the main body accommodating multiple heights of recreational vehicles. The main body can be configured to articulate at different degrees to allow for multiple connections at different ground level sewer connections.

Abstract: The present invention provides valve assembly for use in a floor drain. In various embodiments, the valve assembly comprises a substantially cylindrical seal frame, the seal frame defining a seal frame wall and at least one support wall extending in the longitudinal direction of the seal frame, a flexible sealing member located proximate a distal end of the seal frame, and an attachment tab configured to secure the flexible sealing member to the seal frame, wherein the seal frame and the support wall are further configured to create a resting deflection of the flexible sealing member, such that fluid may flow through the valve assembly in one direction, and the flow of gasses through the valve assembly is prevented in the opposite direction.

Abstract: A structural element for the low heat-bridging attachment of a protruding exterior part to a building envelope, having at least one insulating body to be arranged between the protruding exterior part and the building envelope, and at least one force transmission element which can be connected to the protruding exterior part and to the building envelope. The insulating body has at least one enveloping element and at least one insulating material introduced into the enveloping element, which enveloping element can be produced by folding and/or plugging together so that the enveloping element is storable substantially flat in an unfolded and/or non-plugged-together storage state, whereas the enveloping element is filled with the insulating material in a folded and/or plugged-together use state and is traversed by the force transmission element. A method for producing such a structural element for the low heat-bridging attachment of a protruding exterior part to a building envelope is also provided.

Abstract: P.E.D.'s (Parapet Earth Dwellings) are pre-fabricated shelters designed to be attached to existing or new home and business structures for emergency evacuation. These structures will be designed with the latest polymers and compounds comparable to that of traditional metals being used today such as with smooth or corrugated metal pipes. P.E.D.'s will be primarily designed and encased with EMP (Electromagnetic Pulse) technology to safeguard electronic devices that could potentially be inoperative during a manmade or cosmic energy pulse emission. These structures are designed to be installed underground at a minimum of 15 feet from the top of the structure varying in height and length based on a customer's needs. These structures will also have the ability to maintain warmth byway of geo-thermal penetrating technology. P.E.D.

Abstract: A foam panel is provided, that includes a substrate formed of foamed synthetic resin, a fastening portion having a first end embedded in the substrate and a second end exposed, and a polyurea resin layer covering a surface of the substrate. A prefabricated house includes a plurality of foam panels and is formed by coupling the plurality of foam panels.

Abstract: A foundation connector is formed with a foundation attachment section and a frame attachment section connected by a transition section at the central area of the foundation connector. The frame attachment section is attached to a frame member with fasteners and the foundation attachment section is attached to the foundation with anchors. The foundation attachment section has a curved foundation attachment base. The frame attachment section has a curved frame attachment base. A transition section is provided between the foundation attachment section and the frame attachment section that is curved.

Abstract: A connector element for installation between a building fixture component and a building, including an insulating body for creating a thermal insulation between the building fixture component and the building. The insulating body has a first edge region on the building side and a second edge region on the side of the building fixture component, and includes a force absorption element with a first extension portion arranged on the building side, and a second extension portion arranged on the side of the building fixture component. The force absorption element exerts a resistance force counter to a force emanating from the building fixture component and has a force-path characteristic which defines the resistance force in dependence on a relative movement of the building fixture component relative to the building.

Abstract: An anchor assembly for being embedded in concrete includes a metal plate including an opening, the metal plate including a top surface and bottom surface; the opening including a wall extending from the top surface or the bottom surface; and a threaded rod operably attached to the metal plate.

Abstract: A tie shear connector for use with insulating composite panel structures having a first structure layer and second structure layer, comprising an elongated body having an interior cavity passage formed therethrough from at least one end, and at least one aperture configured to enable the flow of a fluidic hardenable material into a portion of the interior cavity passage. The tie shear connector can also comprise at least on placement pin to aid in depth penetration of the tie shear connector.

Abstract: The present invention is a frame brick (10) having a brick body (12) made of composite material and which is in hollow box form and which comprises at least one type of fiber and at least one type of resin, and at least one connection extension (15) which is one-piece with said brick body (12) and which provides connection to another structure element with the same characteristics. As an improvement, at least one cutout (201) is provided at least partially in the direction of the height of the brick body (12) on at least one of two wall surfaces (20) extending mutually on a brick length section (19) of the brick body (12).

Abstract: Methods of manufacturing wall structures having high racking strength are described in this specification. The methods include spray applying a foam-forming composition into a cavity of a wall structure, wherein the wall structure is disposed in a climate-controlled spray application station and allowing the foam-forming material to expand within at least a portion of the cavity to form a foam layer deposited in the cavity. In the methods, the foam layer is formed in-situ during the manufacturing method, and the density of the foam layer is selected and the relative humidity and dew point of the air in the climate-controlled spray application station throughout the spray applying is selected so that the wall structure has a racking strength of at least 500 pounds per linear foot.

Abstract: Wall panels for building construction may include a panel of drywall material including a room-interior-facing surface and a room-exterior-facing surface and a radiant barrier including a reflective material located proximate to the room-exterior-facing surface. A corrugated sheet may be interposed between the panel of drywall material and the radiant barrier, the corrugated sheet forming pockets of air between the panel of drywall material and the corrugated sheet and between the radiant barrier and the corrugated sheet.

Abstract: A connector (10) for jointing bars is provided. It comprises a shank (13) for attaching to a first bar, a connection head (14) jointed to the shank (13). The connection head (14) comprises a projecting post (22) and a well (24), which are in alignment with the longitudinal axis (17) of the shank (13). The size and shape of the well (24) correspond to the size and shape of the projecting post (22). An identical connector is provided for attaching a second bar.

Abstract: A shingle blank includes a substrate coated with asphalt, a headlap portion, a prime portion, a starter shingle separation line, and first and second ridge shingle separation lines. The headlap portion has a first sealant that extends along the width of the substrate, and the prime portion has a second sealant that extends along the width of the substrate. The starter shingle separation line extends along the width of the substrate and facilitates separation of the shingle blank into first and second starter shingles. The first starter shingle includes the first sealant and the second starter shingle includes the second sealant. The first and second ridge shingle separation lines extend along the height of the substrate from an upper edge of the substrate to a lower edge of the substrate and facilitates separation of the shingle blank into three ridge shingles. Each of the three ridge shingles includes a portion of the first sealant and a portion of the second sealant.

Abstract: A roof system includes a roof deck, a weighted cover board disposed upwardly adjacent the roof deck and a plurality of fasteners coupling the weighted cover board to the roof deck.

Abstract: A roof system includes a roof deck, a weighted cover board disposed upwardly adjacent the roof deck and a plurality of fasteners coupling the weighted cover board to the roof deck.

Abstract: A roof system includes a roof deck, a weighted cover board disposed upwardly adjacent the roof deck and a plurality of fasteners coupling the weighted cover board to the roof deck.

Abstract: A roof system includes a roof deck, a weighted cover board disposed upwardly adjacent the roof deck and a plurality of fasteners coupling the weighted cover board to the roof deck.

Abstract: A roof system includes a roof deck, a weighted cover board disposed upwardly adjacent the roof deck and a plurality of fasteners coupling the weighted cover board to the roof deck.

Abstract: A water diverter for diverting water on a building roof or gutter is provided. The diverter includes a main body having a first portion having a top side and a bottom side, a diverting portion extending from the top side of the first portion at a first angle, the first angle being an angle greater than zero degrees, and an attachment portion extending from the first portion and being configured to attach to the building roof or gutter; a first opening in one of the first portion and the diverting portion, the first opening being configured to allow the water to pass through the one of the first portion and the diverting portion; and a filter element positioned above the first portion of the main body and through which the water can pass.

Abstract: A vertically adjustable railing having first and second elongate balusters each with a first and second ends, the balusters having a first connection elements at their first ends and second connection elements along their length. An elongate handrail is pivotally connected at its first end to the first connection element of the first baluster and pivotally connected at its second end to the first connection element of the second baluster. An elongate lower rail having a first end and a second end is pivotally connected at its first end to the second connection element of the first baluster and pivotally connected at its second end to the second connection element of the second baluster. A distance between the first end and the second connection element of the first baluster is greater than the distance between the first end and the second connection element of the second baluster.

Abstract: A landscaping block having a block body with at least a first side surface, a second side surface, a third side surface and a fourth side surface, and opposed and substantially parallel top and bottom surfaces. The patio block having at least one spacer projection extending outwardly from each of the at least first, second, third and fourth side surfaces. The patio block having at least one spacer locator positioned along each one of the first, second, third and fourth side surfaces. The at least one spacer locator positioned along each side surface has a retaining surface shaped to receive a spacer projection, at least a portion of the retaining surface extending outwardly from the side surface.

Abstract: The present invention provides stone-plastic hot pressing flooring including a stone-plastic base material part which includes a middle material layer, a stone-plastic substrate layer, and a bottom material layer sequentially arranged side by side; —a color film layer, located at one side of an upper surface of the stone-plastic base material part; —a first wear-resistant layer, located at one side of an upper surface of the color film layer; and —a second wear-resistant layer, located at one side of a lower surface of the stone-plastic base material part; and wherein the middle material layer and the bottom material layer are mainly composed of polyvinyl chloride, plasticizer, stabilizer, carbon black, and stone powder.

Abstract: The present invention relates to a method of treating PVC plates as well as plates and panels manufactured by this method. Further, the invention relates to plates and panels, in particular wall, ceiling or floor panels, comprising a heat-treated carrier plate (12) based on polyvinyl chloride with a density of, for example, 900 to 2,500 kg/m3 and a film (17) applied thereon. The film is a thin PVC-film and comprises a decorative pattern (18) directly printed thereon.

Abstract: Described herein are methods for installing field-assembled flooring systems that include isolation boards on a wall frame, a subfloor, or on both the wall frame and the subfloor. The underlayment can be a hybrid design that includes a combination of isolation panels and cementitious product. The flooring systems are configured to reduce or eliminate the curing time requirement after pouring the cementitious product (e.g., gypsum concrete). The field-assembled flooring systems can reduce or eliminate the chances of the onset of mold due to high moisture levels by removing the cementitious product from the prone areas and replacing it with structural boards. The isolation boards (e.g., cellulose fiberboards) can be installed in non-critical areas such as underneath cabinets, around the perimeter of the floor, under bathtubs, in non-walk-in closets, anywhere sheet rock reaches the floor, or the like.