Балка кабельной эстакады

Полезная модель относится к области мостов специального назначения или предназначенных для особых функций, в частности к элементам кабельной эстакады. Технический результат, достигаемый решением, заключается в расширении арсенала технических средств, повышении удобства эксплуатации, уменьшении веса конструкции при обеспечении высокой надежности. Указанный технический результат достигается благодаря тому, что разработана балка кабельной эстакады, содержащая стальной верхний пояс, выполненный в виде, по существу, прямоугольника; стальной нижний пояс, выполненный в виде, по существу, прямоугольника; раскосы и поперечины, соединенные с верхним и нижним поясами с образованием конструкции, по существу, в виде параллелепипеда; характеризующаяся тем, что дополнительно содержит четыре стальных фланца для крепления к соседней балке, каждый из которых приварен к верхнему и нижнему поясам на одном конце балки; две стальные площадки для крепления к колонне кабельной эстакады, приваренные к нижнему поясу на втором конце балки, причем верхний и нижний пояса, раскосы и поперечины выполнены из труб с прямоугольным сечением; площадки содержат овальные отверстия, причем пояса балок выполнены из профильных труб с одним размером из 60×60×4, 80×40×5, 100×100×5, 120×120×6, раскосы выполнены из профильных труб с одним размером из 60×30×4, 80×40×4, 80×80×5. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 208 873 U1 (51) МПК E01D 18/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (52) СПК E01D 18/00 (2022.01) (21)(22) Заявка: 2021128468, 29.09.2021 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): ОБЩЕСТВО С ОГРАНИЧЕННОЙ ОТВЕТСТВЕННОСТЬЮ "ЭТИС - СЗПК" (RU) Дата регистрации: 19.01.2022 (56) Список документов, цитированных в отчете о поиске: RU 2606730 C2, 10.01.2017. WO 2015024051 A1, 26.02.2015. RU 178233 U1, 28.03.2018. US 20090184587 A1, 23.07.2009. RU 46769 U1, 27.07.2005. (45) Опубликовано: 19.01.2022 Бюл. № 2 2 0 ...

Apparatus and mounting gantry for suspending a component

A device for suspending at least one component from a gantry, and a gantry that includes such a device, are provided. The device includes a guide rail that can be secured on the gantry in an approximately vertical orientation, a carriage that is guided on the guide rail in a sliding movable manner and on which the component can be mounted, and a limit stop that is mounted on the guide rail beneath the carriage in a height-adjustable manner. The guide rail is divided into a lower part and an upper part, which are connected to each other by way of a pivot connection having a pivot axis parallel to the longitudinal direction of the guide rail.

BRIDGE ADAPTED FOR ACCESSING AN AIRCRAFT COMPARTMENT VIA A MANHOLE

A bridge configured to allow access by an operative to an aircraft compartment via a manhole formed in a wall. The bridge comprises an overlapping section which includes at least one plate, a transverse runner beneath the plate or plates with at least one groove configured to receive a lower edge of the manhole, at least a first support configured to rest on one side of the wall and at least a second support configured to rest on the other side of the wall. 1. A bridge configured to allow an operative to access an aircraft compartment via a manhole formed in a wall , said bridge comprising:an overlapping section including at least one plate,a transverse runner beneath the at least one plate with at least one groove configured to receive a lower edge of the manhole,at least a first support configured to rest on a first side of the wall, andat least a second support configured to rest on a second side of the wall.2. The bridge according to claim 1 , further comprising at least one fixing member for hooking a ladder to the bridge.3. The bridge according to claim 1 , further comprising a platform positioned in an extension of the overlapping section on the second side of the wall and a detachable connection which assures a junction between the platform and the overlapping section.4. The bridge according to claim 3 , further comprising a suspension to support the platform claim 3 , at least one cable attaching said platform to said suspension and a detachable fixing to attach said suspension to an aircraft structure above the bridge.5. The bridge according to claim 4 , wherein the suspension comprises a bar and two cables claim 4 , each attached to one end of said bar claim 4 , and wherein the platform comprises a supporting cross member that extends on either side of the platform claim 4 , the ends of said cross member being attached to the cables.6. The bridge according to claim 5 , wherein the suspension comprises claim 5 , in addition to the bar claim 5 , a first arm ...

Roadway crossover apparatus

A roadway crossover apparatus includes a first manifold having at least one fluid inlet and a plurality of fluid outlets, a second manifold having a plurality of fluid inlets and at least one fluid outlet, and a plurality of polymeric tubes. Each polymeric tube has a first end fluidically connected to one of the fluid outlets of the first manifold and a second end fluidically connected to a corresponding one of the fluid inlets of the second manifold so the polymeric tubes extend between the first manifold and the second manifold with the first manifold and the second manifold spatially disposed relative to one another and the polymeric tubes spatially disposed relative to one another to permit a vehicle to pass over the polymeric tubes between the first manifold and the second manifold when the first manifold and the second manifold are positioned on a roadway.

AIRPORT CONSTRUCTION

An airport is provided which is compact and which is such as to facilitate efficient movements of aircraft into and out of parked positions and to also facilitate movements of passengers. Aircraft can be moved in a forward direction both when entering and when exiting each parked position. Loading/unloading means include escalators that move passengers between underground gate areas and landings at about ground level and also include ramp structures that can move passengers between the landings and openings in the fuselage of a parked aircraft. Structures illuminate gate areas and landings of the loading/unloading means and extend above ground level but such structures and the ramp structures are so designed that neither interferes with movements of aircraft into and out of parked positions. The parked positions can be located in rows with aisles between such rows for movement of aircraft. The gate areas underlie and correspond to the parked positions and are thereby located in rows with aisles between rows for movements of passengers to and from and between gate areas. Passengers can thereby move through minimal distances either when departing or when arriving and either exiting the airport or moving between gate areas to depart on another aircraft. 1. An airport comprising a ground level surface for support and movement of aircraft , and means for loading and unloading of aircraft at a plurality of parked positions of said ground level surface , aircraft in said plurality of parked positions being in side-by-side relation in at least one row and being so located as to provide paths for forward movements of aircraft into said parked positions and for forward movements of aircraft out of said parked positions.2. An airport as defined in wherein aircraft in said plurality of parked positions are located in a plurality of rows with aisles there-between for movement of aircraft to and from runways and for said forward movements of aircraft into and out of said parked ...

PIVOTAL GANGWAY HAVING CONTAINER SPOTTING SYSTEM

An apparatus comprising a gangway having a proximal end and a distal end. A cage assembly is connected to the distal end of the gangway. The apparatus further comprises a container spotting system including a camera mounted such that its field of view will show a hatch cover of a container when the hatch cover is in a predetermined location. Video electronics are in electrical communication with the camera. The container spotting system further includes a display device in electrical communication with the video electronics, the display device being operative to show at least a selected portion of the field of view of the camera. The camera may comprise an outdoor dome camera mounted to an underside of the gangway. 1. A method of moving a container having a top hatch cover into position to be loaded or unloaded , said method comprising steps of:(a) positioning the container alongside a structure supporting an elevated gangway which is pivotal between a stowed position and a working position, the gangway having a cage assembly at its distal end defining an enclosed area;(b) while moving the container, viewing a display device showing a field of view corresponding to at least a portion of the enclosed area of the cage assembly when the gangway is in the working position; and(c) stopping movement of the container when the top hatch cover is in a selected location within the enclosed area of the cage assembly.2. A method as set forth in claim 1 , further comprising the step of:(d) lowering the gangway into the working position after the top hatch cover is in the selected location.3. A method as set forth in claim 2 , further comprising the step of:(e) opening the top hatch cover of the container.4. A method as set forth in claim 1 , wherein the display device is a flat screen display mounted at an elevated location.5. A method as set forth in claim 4 , wherein the flat screen display is mounted at the upper end of a column.6. A method as set forth in claim 4 , wherein ...

MICROBRIDGES FOR REGIONAL AIRCRAFT AND METHODS OF USING SAME

An aircraft boarding apparatus has a passenger bridge that has a confinement structure coupled to the second passenger bridge. The confinement structure exerts a ground-anchoring effect on the second passenger bridge to offset the ultralight configuration of the passenger bridge. 1. An aircraft boarding apparatus , comprising:a first passenger bridge having a first passenger deck, wherein the first passenger bridge includes a concourse interface and an articulating first interface;a second passenger bridge having a second passenger deck, said second passenger bridge coupled to the first passenger bridge at the articulating first interface, said second passenger bridge having an aircraft interface end configured to couple with a regional aircraft at a sill height thereof; andwherein the second passenger bridge includes a unit weight per unit length ratio between 58 and 200 lbs per lineal foot.2. The aircraft boarding apparatus of claim 1 , wherein the second passenger bridge includes a ceiling coupled to the second passenger deck.3. The aircraft boarding apparatus of claim 2 , further comprising walls coupled between the ceiling and the second passenger deck.4. The aircraft boarding apparatus of claim 1 , further including a confinement structure coupled to the second passenger bridge claim 1 , wherein the confinement structure exerts a ground-anchoring effect on the second passenger bridge.5. The aircraft boarding apparatus of claim 4 , wherein the confinement structure exerts an active downward anchoring force on the second passenger bridge.6. The aircraft boarding apparatus of claim 5 , wherein the active downward anchoring force is dynamic.7. The aircraft boarding apparatus of claim 4 , wherein the confinement structure exhibits a passive anchoring effect on the second passenger bridge.8. The aircraft boarding apparatus of claim 1 , wherein the second passenger bridge has a unit weight per unit length ratio of between 58 and 80 lbs per lineal foot.9. The aircraft ...

Bridge Construction System and Method

The bridge construction system and method according to the present invention provides a lightweight, efficient, economical, long-lasting, and easily implemented composite steel structure that can be filled with concrete in place for the construction of pedestrian and smaller road bridges, specifically those found in rural areas. The bridge construction system of the present invention is unique in that it is a steel-frame reinforced composite bridge with decking and rebar caging that provides a permanent, non-removable form for poured-in-place concrete. The composite nature of the bridge allows for installation of the bridge to take place in one day, while the entire process from site preparation such as grading and excavation to cleanup takes a week or less. The quick installation of the bridge is designed to have a minimally invasive impact on the surrounding environment. 1. A bridge construction system comprising:a minimum of eight precast concrete setting blocks, wherein said blocks act as the foundation of the bridge;two steel abutment walls, wherein said abutment walls are hollow;four steel wing walls, wherein said wing walls are hollow;a plurality of lower steel beams;two steel scour edge beams;a plurality of lower rebar mats;two scour edge beam rebar cages;a plurality of upper steel tub girders;a plurality of upper decking panels;a plurality of upper rebar mats;means for connecting various components of said bridge construction system.2. The bridge construction system of claim 1 , wherein each of the two steel abutment walls are each connected together with two of the four steel wing walls so that two single walls exist prior to delivery to a jobsite.3. The bridge construction system of claim 1 , wherein the two steel abutment walls come in heights of 6 foot claim 1 , 8 foot claim 1 , or 10 foot.4. The bridge construction system of claim 1 , wherein said bridge construction system is designed to be capable of spanning a waterway from a width of 15 feet up to ...

GANGWAY HAVING POSITION LOCKING ASSEMBLY

A gangway comprises a fixed platform and a support structure. The support structure is connected to the fixed platform in a manner that allows the support structure to rotate with respect to the fixed platform. A releasable position locking assembly inhibits rotation of the support structure in a raising direction. 1. A gangway comprising:a fixed platform;a support structure connected to the fixed platform in a manner that allows the support structure to rotate with respect to the fixed platform; anda releasable position locking assembly that when locked inhibits rotation of said support structure in a raising direction.2. The gangway of claim 1 , wherein said releasable position locking assembly when locked permits rotation of the support structure in a lowering direction.3. The gangway of claim 2 , further comprising a pedal-actuated foot lock for maintaining said support structure in a stowed position claim 2 , said position locking assembly being released upon actuation of said foot lock.4. The gangway of claim 2 , wherein said position locking assembly comprises a pawl that engages an arcuate ratchet.5. The gangway of claim 4 , wherein engagement of the pawl and the arcuate ratchet when the gangway is in the lowered position will prevent raising of the gangway.6. The gangway of claim 4 , wherein the pawl is urged into engagement with the arcuate ratchet via a spring.7. The gangway of claim 6 , wherein said spring is connected between a fixed structure and a pivotal foot lock.8. The gangway of claim 7 , wherein said pawl is connected to said pivotal foot lock via a linkage.9. The gangway of claim 7 , wherein disengagement of the pawl and the arcuate ratchet occurs while activating the foot lock from the main platform structure.10. The gangway of claim 4 , wherein the arcuate ratchet comprises a ratchet wheel coaxial with an axis of rotation of said support structure.11. The gangway of claim 10 , wherein said ratchet wheel is located around a bearing.12. A ...

Pipe racks

A pipe rack and a method for making a pipe rack where the pipe rack may include at least one foundation, two legs, and a horizontal support. The two legs are supported by the at least one foundation. Each of the two legs includes at least one aperture. The horizontal support has two ends. The first end is located in an aperture in a first leg of the two legs and a second end of the horizontal support is located in an aperture in a second leg of the two legs. A rod forms a joint between the foundation and one of the two legs. The rod is located in the aperture in the upper surface of the foundation and in an aperture in a lower surface in the one of the two legs.

T-BOLT FOR DOCK LIP

A dock leveler includes a frame configured to support the dock leveler that includes at least one leg. The at least one support leg having a first tube operatively coupled to the frame. A second tube is slidably disposed within the first tube such that the second tube is operable between a first position and a second position. The second tube includes a locking portion. A foot is positioned on an end of the second tube and a shipping pin is configured to engage the locking portion of the second tube such that the second tube is selectively held in one of the first or second positions. 1. A dock leveler comprising:a frame configured to support the dock leveler; and a first tube operatively coupled to the frame; and', 'a second tube slidably disposed within the first tube such that the second tube is operable between a first position and a second position, the second tube defining a locking portion;', 'a foot positioned on an end of the second tube; and', 'a shipping pin configured to engage the locking portion of the second tube such that the second tube is selectively held in one of the first or second positions., 'at least one support leg comprising2. The dock leveler of claim 1 , wherein the at least one support leg includes a plurality of support legs.3. The dock leveler of claim 1 , wherein the shipping pin holds the second tube in the first position with respect to the first tube claim 1 , wherein selective removal of the shipping pin from the locking portion defines a slidable engagement of the second tube within the first tube to define the second position claim 1 , the second position being different than the first position.4. The dock leveler of claim 1 , wherein the second position is defined by the foot of the second tube slidably moving by the force of gravity to rest on a substrate positioned below the dock leveler.5. The dock leveler of claim 1 , wherein the first and second tubes are each rectilinear in shape.6. The dock leveler of claim 4 , wherein ...

FILLER PIECE FOR A MEASURING STATION FOR VEHICLE MEASUREMENT

A filler piece for locking a turntable, which is situated in a driving surface of a measuring station for vehicle measurement, the turntable being designed to be generally circular, having at least one area projecting in the radial direction to the outside from the circumference of the turntable, the filler piece being designed in such a way that it at least partially fills a space between the driving surface and the turntable. The filler piece extends so far around the circumference of the turntable that it blocks a movement of an area projecting in the radial direction to the outside along the circumference of the turntable and thus prevents a rotational movement of the turntable. 1. A filler piece for locking a turntable situated in a driving surface of a measuring station for vehicle measurement , the turntable being circular and having at least one area projecting in a radial direction to an outside from an outer circumference of the turntable , the filler piece being designed in such a way that the filler piece at least partially fills a space between the driving surface and the turntable , the filler piece being designed in such a way that the filler piece extends so far along the outer circumference of the turntable that the filler piece blocks a movement of at least one area of the turntable projecting in the radial direction to the outside in the circumferential direction of the turntable and prevents a rotational movement of the turntable.2. The filler piece as recited in claim 1 , wherein the filler piece has at least one partially circular recess for accommodating the turntable claim 1 , a radius of the recess being one of larger than or the same as the radius of the turntable.3. The filler piece as recited in claim 1 , wherein the filler piece has at least one area which has the same thickness as the turntable in a direction perpendicular to the driving surface claim 1 , so that the turntable and the filler piece together provide a level driving ...

T-BOLT FOR DOCK LIP

A dock leveler includes a frame. A deck plate is rotationally coupled to the frame at a deck hinge. A lip plate defines a lip plate lower surface and an edge. A lip hinge is coupled to the lip plate and a connection plate to provide relative pivotal movement of the lip plate and the deck plate. The connection plate is positioned below the deck plate. A support link extends from the lip plate to the connection plate. The support link is rotationally operable with respect to the lip plate and slidably operable with respect to the connection plate. 1. A dock leveler comprising:a frame;a deck plate rotationally coupled to the frame at a deck hinge;a lip plate defining a lip plate lower surface and an edge;a lip hinge coupled to the lip plate and a connection plate to provide relative pivotal movement of the lip plate and the deck plate, the connection plate positioned below the deck plate; anda support link extending from the lip plate to the connection plate, the support link rotationally operable with respect to the lip plate and slidably operable with respect to the connection plate.2. The dock leveler of claim 1 , wherein the support link includes a guide slot that slidably engages a connection pin attached to the connection plate.3. The dock leveler of claim 2 , wherein the support link slides relative to the connection pin between a flange of the connection plate and the deck plate.4. The dock leveler of claim 1 , wherein a lip tube is positioned approximately equidistant between the lip hinge and the edge on the lip plate lower surface claim 1 , wherein the support link is rotationally operable relative to the lip plate via the lip tube.5. The dock leveler of claim 2 , wherein the support link includes a pair of support links that slidably operate adjacent to the connection plate.6. The dock leveler of claim 5 , wherein the pair of support links each engage a connection pin that extends through a web of the connection plate.7. The dock leveler of claim 1 , ...

BOTTOM OF A COUPLING MODULE AS AN INTERFACE BETWEEN A PASSENGER BRIDGE OR STAIRS AND THE FUSELAGE OF AN AIRCRAFT

A bottom of a coupling module as an interface between a passenger bridge or stairs and the fuselage of an aircraft, the coupling module featuring an exit opening, the floor comprising a floor head part, the floor head part being horizontally slidable, under the control of at least one sensor arrangement, in the direction of the exit opening of the coupling module, while forming a front side distance between the floor head part and the aircraft fuselage. 1. A bottom of a coupling module as an interface between a passenger bridge or stairs and a fuselage of an aircraft , comprising:a drive device;a sensor arrangement; anda floor head part attached to a coupling module, the floor head part being horizontally slidable in a direction transverse to a longitudinal axis of an aircraft, the drive device sliding the floor head part toward a fuselage of the aircraft under the control of the sensor arrangement, the sensor arrangement determining a distance between the floor head part and the fuselage of the aircraft, the drive device and the sensor arrangement configured to maintain at least a front side distance between the floor head part and the fuselage of the aircraft.2. The bottom of a coupling module according to claim 1 , further comprising a stationary floor section having a rear end and a front end claim 1 , the rear end of the stationary floor section attached to the coupling module claim 1 , the front end of the stationary floor section disposed toward the fuselage of the aircraft claim 1 , the floor head part being attached to the coupling module through the stationary module such that the floor head part is displaceably disposed on the stationary floor section claim 1 , the floor head part being displaceable substantially parallel to the stationary floor section.3. The bottom of a coupling module according to claim 1 , wherein the floor head part comprises a plurality of floor segments claim 1 , the plurality of floor segments disposed along a direction of the ...

ROBOTIC BRIDGING SYSTEM

UGV bridging system includes a first end of a first elongated span of a hinged bridge structure disposed on a deployment support bracket which is secured to a UGV. A second elongated span is hingedly supported at a second end of the first elongated span opposed from the first end. A tension element applies a tension force to the first elongated span at a location intermediate the first and second ends. The tension force secures the first elongated span in a stowed position adjacent the deployment support bracket. A retention element associated with the deployment support bracket prevents the second elongated span from rotating about the hinge axis in response to a spring bias force. Deployment involves pivoting the first elongated span and concurrently releasing the second elongated span from the retention element in response to the extending. 1. A method for bridging an obstacle with an unmanned ground vehicle (UGV) bridging system , comprising:supporting a first end of a first elongated span of a hinged bridge structure on a deployment support bracket which is secured to a UGV;at a second end of the first elongated span opposed from the first end, hingedly supporting a second elongated span on a hinge system having a hinge axis aligned transverse to an elongated length of the first and second elongated spans;using a tension element to apply a tension force to the first elongated span at a location intermediate the first and second ends to secure the first elongated span in a stowed position adjacent the deployment support bracket;using a retention element disposed on the deployment support bracket to prevent a spring bias assembly, which is coupled to the hinge system, from urging rotation of the second elongated span about the hinge axis from a closed configuration in which the second elongated span is adjacent to the first elongated span to an open configuration in which the second elongated span forms an obtuse angle with the first elongated span; anddeploying ...

COUPLING MODULE FOR FORMING AN INTERFACE BETWEEN THE CABIN OF A PASSENGER BRIDGE AND AN AIRPLANE

A coupling module forms an interface between a cabin of a passenger bridge and an aircraft. The coupling module has a projecting roof and a floor arrangement overspanned by the projecting roof. The floor arrangement is pivotable about a horizontal pivot axis relative to the cabin. At least the floor arrangement and the projecting roof have a common pivot axis that is arranged in or beneath the floor arrangement, with the floor arrangement at least indirectly and substantially supporting the projecting roof. 1. A coupling module for forming an interface between a cabin of a passenger bridge and an aircraft , comprising:a floor arrangement;a projecting roof supported by the floor arrangement and overspanning the floor arrangement;the floor arrangement and the projecting roof being pivotally supported about a common pivot axis defined in or beneath the floor arrangement.2. A coupling module according to claim 1 , further comprising:a support body disposed in or beneath the floor arrangement;at least the floor arrangement and the projecting roof being at least indirectly supported by the support body.3. A coupling module according to claim 2 , wherein the support body is centrally arranged beneath the floor arrangement in the transverse direction (X) claim 2 , the pivot axis extending perpendicular to the transverse direction (X) and being arranged beneath a walkable surface of the floor arrangement.4. A coupling module according to claim 2 , wherein:the floor arrangement has outer end sides;the coupling module further comprising end side supports formed beneath the floor arrangement at the outer end sides of the floor arrangement disposed in the transverse direction; andthe outer end sides of the floor arrangement are movably connected to the end side supports.5. A coupling module according to claim 4 , wherein:the floor arrangement and the projecting roof form a rocking arrangement by means of a central support of the support body such that when the floor arrangement ...

BALLAST MATS AND METHODS OF FORMING THE SAME

An method and apparatus for coating transportation components such as a bridge deck with a coating. The coating includes a sealant and rubber mixed with a resin and a foaming agent. The apparatus includes a hopper for the rubber, a impingement gun for the resin and a gun assembly that combined the rubber and resin together at a combined nozzle for spraying. 1. A protective coating system for a railway bridge structure having ballast and a railway track structure comprising:a waterproof membrane disposed on the railway bridge structure, wherein the waterproof membrane forms a substantially waterproof seal on the railway bridge structure;a ballast protection coating adhered to the waterproof membrane, the ballast protection coating including a rubber compound and resin and a foaming agent that induces the resin to foam such that the resultant hardened resin inhibits water intrusion, wherein the ballast protection coating is formed from a plurality of layers, wherein the ballast protection coating is compressible; andwherein the thickness of the waterproof membrane is less than the thickness of the ballast protection coating.wherein the ballast protection coating is configured to protect the waterproof membrane from damage caused by operation of the railway track structure.2. The coating of claim 1 , wherein the ballast protection coating has a variable thickness.3. The coating of claim 1 , wherein the ballast mat forms a substantially seamless waterproof coating over the railway structure.4. The coating of claim 1 , further comprising a primer layer claim 1 , wherein the primer layer is disposed on the railway bed and the waterproof membrane is disposed on the railway bed.5. A protective coating system for a railway structure comprising:a waterproof membrane disposed on the railway structure; and a ballast protection coating disposed on the waterproof membrane, wherein the ballast protection coating is composed of, at least in part, a rubber compound and a foaming ...

APPARATUS AND METHOD FOR PROVIDING ACTIVE MOTION COMPENSATION CONTROL OF AN ARTICULATED GANGWAY

Apparatus () and method for providing active motion compensation control of an articulated gangway () which comprises at least one fixed part fixedly mounted on a sea going vessel, a movable part being movable relative to the fixed part, and at least one actuator for moving the movable part relative to the fixed part. A first position reference device provides position and attitude information (m) of the vessel referenced to earth. A second position reference device provides position and attitude information (y) of the movable part referenced to the gangway. An actuator driver generates an actuator control output in response to a regulator signal (R). An active motion compensation controller device receives the position and attitude information m and y, an operator control input (J), and the velocity information (y{dot over (y)}) of the movable part. A differential kinematic (DiffKin) device compute and outputs a current position (p) and velocity (v) of the gangway endpoint from m and y. An active motion compensation (AMC) device computes and outputs a reference position (p) and velocity (v) of the gangway endpoint from J, p and v computed by the DiffKin, An inversekinematic (Inv) device computes and outputs a position reference (α) and velocity reference (αi) of the gangway endpoint from and v computed by the AMC. A regulator (Regulator) device computes and outputs said regulating signal (R) in response to inputs of said a position reference (α) and velocity reference ({dot over (α)}) computed by the AMC. 1. An apparatus for providing active motion compensation control of an articulated gangway which comprises at least one fixed part fixedly mounted on a sea going vessel , a movable part being movable relative to the fixed part , and at least one actuator for moving the movable part relative to the fixed part , the apparatus comprising:a first position reference device configured to provide, on a first output, position and attitude information of the vessel ...

Coupling module with a position sensor

A coupling module for coupling a passenger boarding bridge with an aircraft has a floor assembly and a canopy roof spanning the floor assembly. The coupling module and/or the floor assembly is configured to be received at a cabin of a passenger boarding bridge such that the coupling module and/or the floor assembly can swivel relative to the cabin around a horizontal swivel axis. A position sensor is operable to measure an inclination of the floor assembly relative to a geodetic horizontal position.

Modular building construction using composite interconnected frame panels

A building module for use in construction of a structure incorporating a plurality of said modules which together form at least part of the structure. Each building module comprises a first peripheral frame of a first size defining a space which receives a layer of barrier material, a second peripheral frame of a second size defining a space which receives a layer of barrier material and which is joined at a first junction to the first peripheral frame of the first size in abutting end to end relationship to form a first auxiliary module. A third peripheral frame has the same size as the first peripheral frame and which defines a space which receives a layer of barrier material. A fourth peripheral frame has the same size as the second peripheral frame and which defines a space which receives a layer of barrier material and which is joined at a second junction to the third peripheral frame of the first size in abutting end to end relationship to form a second auxiliary module. The first and second auxiliary modules are attached side by side to form said building module; wherein the first and second auxiliary modules are attached to each other so that the first and second junctions are staggered along the length of the structure.

ELONGATE PIPE-BASED TEMPORARY BRIDGE FOR SUPPORTING HEAVY LOADS

A temporary bridge for supporting heavy loads includes elongate hollow cylinders. A first rigid flat plate is horizontally disposed in overlying relation to each hollow cylinder and a second rigid flat plate is horizontally disposed in underlying relation to each hollow cylinder. Stress-distributing strengthening members formed by a pair of legs that are angularly disposed with respect to one another are circumferentially positioned about each hollow cylinder and the respective free ends of the legs are secured to their associated rigid flat plates. A key extends from a first end of each hollow cylinder and a mating socket is formed in a second end of each hollow cylinder to facilitate end-to-end interconnection of a plurality of hollow cylinders. Further embodiments include longitudinally-disposed timber mats, pedestrian walkways and curvature-creating members so that the bridge may follow a non-linear path of travel. 1. A temporary bridge , comprising:an elongate hollow cylinder having a longitudinal axis of symmetry;a first pair of stress-distributing strengthening members mounted to said hollow cylinder on opposite sides of a vertical plane that bisects said hollow cylinder;a second pair of stress-distributing strengthening members mounted to said hollow cylinder on opposite sides of a vertical plane that bisects said hollow cylinder;said first and second pairs of strengthening members disposed on opposite sides of a horizontal plane that bisects said hollow cylinder;each of said strengthening members being generally “L”-shaped and being formed by legs that are disposed in angular relation to one another;a first flat plate of rectangular configuration and rigid construction overlying said hollow cylinder;a second flat plate of rectangular configuration and rigid construction underlying said hollow cylinder;each of the legs of the upper pair of strengthening having a free end secured to an underside of said first flat plate;each of the legs of the lower pair of ...

REINFORCEMENT SYSTEM AND METHOD FOR CORRUGATED PLATE STRUCTURES

A corrugated plate structure includes a plurality of corrugated plates connected together to form a corrugated structure having a corrugation direction and a cross-corrugation direction. A reinforcement system includes: a first bracket and a second bracket, where the first bracket extends substantially parallel to the cross-corrugation direction and mounted to side-by-side first and second corrugation crests so as to pass over a corrugation valley that joins the first and second corrugation crest, and where the second bracket is spaced in the corrugation direction from the first bracket, and the second bracket extends substantially parallel to the cross-corrugation direction and mounted to the first and second corrugation crests so as to pass over the corrugation valley. An elongated reinforcing member extends substantially parallel to the corrugation direction and mounted to both the first bracket and the second bracket. 1. A corrugated metal plate structure , comprising of:a plurality of corrugated metal plates connected together to form a corrugated structure;a reinforcement system including a plurality of brackets mounted in a spaced apart manner on the corrugated structure and an elongated reinforcing member mounted atop the plurality of brackets.2. The structure of wherein each bracket spans a pair of adjacent corrugation crests and the reinforcing member is mounted to the brackets between the corrugation crests.3. The structure of wherein an underside of each bracket is spaced above a corrugation valley that joins the adjacent corrugation crests so that overfill material can readily fill a space below the bracket.4. The structure of wherein:each bracket is connected to each corrugation crest by at least one bolt assembly that extends through aligned openings of the bracket and the corrugation crest;the reinforcing beam is connected to each of the brackets using at least one bolt assembly.5. The structure of wherein an underside of each end portion of each ...

Apparatus to interface a boarding bridge and a low doorsill airplane

Provided is an apparatus to interface a cab section of a boarding bridge having a first deck and an airplane having a second deck. The apparatus includes a lower-frame assembly, upper-frame assembly, bridge gangplank assembly, and airplane gangplank assembly. The lower-frame assembly includes a plurality of wheel assemblies. The upper-frame assembly is connected to the lower-frame assembly at adjustable height and pivoting position, and includes a third deck atop the upper-frame assembly. The bridge gangplank assembly is connected to a first end of the upper-frame assembly, and includes a fourth deck to connect the first deck and the third deck. The airplane gangplank assembly is connected to a second end of the upper-frame assembly, and includes at least a fifth deck to connect the third deck and the second deck.

TELESCOPIC ACCESS BRIDGE, UNIT PROVIDED THEREWITH, AND METHOD THERE FOR

The present invention relates to a telescopic access bridge (), a unit provided therewith, and method there for. The bridge comprises: —a base unit (); —an elevating unit () having a first end with a first hinged connection to the base unit and a second end; —a bridge () comprising a main bridge part () and a telescopic bridge part (), the bridge having one end with a second hinged connection to the second end of the elevating unit. 1. A telescopic access bridge , comprising:a base unit;an elevating unit having a first end with a first hinged connection to the base unit and a second end;a bridge comprising a main bridge part and a telescopic bridge part, the bridge having one end with a second hinged connection to the second end of the elevating unit,wherein the second hinged connection is configured to enable a side-by-side orientation or top-down orientation of the elevating unit and the bridge in a storage position of the telescopic access bridge.2. The telescopic access bridge according to claim 1 , wherein the first and second hinged connections are configured to enable storing the access bridge in a folding position.3. The telescopic access bridge according to claim 1 , further comprising a slewing mechanism configured for rotating the bridge relative to the elevating unit.4. The telescopic access bridge according to claim 1 , wherein the telescopic bridge part comprises a bridge tip configured for connecting to another unit in a position of use.5. The telescopic access bridge according to claim 4 , further comprising an inflatable bridge tip.6. The telescopic access bridge according to claim 1 , further comprising an intermediate platform connecting the elevating unit and the bridge.7. The telescopic access bridge according to claim 6 , further comprising a lifting mechanism configured for maintaining the intermediate platform substantially level claim 6 , the lifting mechanism comprising a cylinder for raising and/or lowering the elevating unit.8. The ...

PIVOTAL GANGWAY HAVING CONTAINER SPOTTING SYSTEM

An apparatus comprising a gangway having a proximal end and a distal end. A cage assembly is connected to the distal end of the gangway. The apparatus further comprises a container spotting system including a camera mounted such that its field of view will show a hatch cover of a container when the hatch cover is in a predetermined location. Video electronics are in electrical communication with the camera. The container spotting system further includes a display device in electrical communication with the video electronics, the display device being operative to show at least a selected portion of the field of view of the camera. The camera may comprise an outdoor dome camera mounted to an underside of the gangway. 1. Apparatus comprising:a gangway having a proximal end and a distal end;a cage assembly connected to the distal end of the gangway; and a camera mounted such that its field of view will show a hatch cover of a container when the hatch cover is in a predetermined location;', 'video electronics in electrical communication with said camera; and', 'a display device in electrical communication with said video electronics, said display device operative to show at least a selected portion of the field of view of the camera., 'a container spotting system including2. Apparatus as set forth in claim 1 , wherein said camera is mounted to an underside of said gangway.3. Apparatus as set forth in claim 2 , wherein said camera comprises an outdoor dome camera.4. Apparatus as set forth in claim 1 , wherein said display device comprises a flat screen display mounted at an elevated location.5. Apparatus as set forth in claim 4 , wherein said display device is mounted at the upper end of a column.6. Apparatus as set forth in claim 4 , wherein said display device is housed in a weather-resistant enclosure.7. Apparatus as set forth in claim 4 , further comprising target indicia on a screen of said display device or a transparent environmental cover adjacent to the screen.8. ...

Border Protection Viaduct

A viaduct specially configured to secure and protect an international border. 1. An apparatus to provide a border with access , surveillance , and protection capabilities , the apparatus comprising: a structural deck disposed to support vehicular traffic;', 'at least one dual-function hollow structural beam disposed to strengthen said structural deck from below plus provide a secure conduit for housing communication cables, electrical lines, utility pipelines, and electronic equipment;', 'guard rails on longitudinal sides of said structural deck;', 'supporting columns secured on foundations at opposing distal ends of said structural beams to maintain design vertical and horizontal alignments of said elevated platforms;, 'a plurality of elevated platforms linearly positioned end to end, said elevated platforms comprisinga plurality of surveillance equipment mounted on said elevated platforms energized by said electrical lines and connected to said communication cables to transmit data;a plurality of openings disposed to provide access to interior of said hollow structural beam.2. The apparatus of wherein said dual-function hollow structural beam is replaced with a single-function structural beam and a separate conduit is secured to said plurality of elevated platforms for routing of communication cables claim 1 , electrical lines claim 1 , utility pipelines.3. The apparatus of wherein said separate conduit is replaced with a plurality of conduits secured to said plurality of elevated platforms for routing of communication cables claim 2 , electrical lines claim 2 , utility pipelines.4. The apparatus of wherein said elevated platforms are also placed adjacent to one another to increase platform width.5. The apparatus of wherein said elevated platforms are further equipped with ON and OFF ramps for vehicular access. The present invention is in the field of devices for protecting international borders. More specifically, the present invention provides a specially ...

MICROBRIDGES FOR REGIONAL AIRCRAFT AND METHODS OF USING SAME

An aircraft boarding apparatus has a passenger bridge that has a confinement structure coupled to the second passenger bridge. The confinement structure exerts a ground-anchoring effect on the second passenger bridge to offset the ultralight configuration of the passenger bridge. 1. An aircraft boarding apparatus , comprising:a first passenger bridge having a first passenger deck, wherein the first passenger bridge includes a concourse interface and an articulating first interface;a second passenger bridge having a second passenger deck, said second passenger bridge coupled to the first passenger bridge at the articulating first interface, said second passenger bridge having an aircraft interface end configured to couple with a regional aircraft at a sill height thereof; andwherein the second passenger bridge includes a unit weight per unit length ratio between 58 and 200 lbs per lineal foot.2. The aircraft boarding apparatus of claim 1 , wherein the second passenger bridge includes a ceiling coupled to the second passenger deck.3. The aircraft boarding apparatus of claim 2 , further comprising walls coupled between the ceiling and the second passenger deck.4. The aircraft boarding apparatus of claim 1 , further including a confinement structure coupled to the second passenger bridge claim 1 , wherein the confinement structure exerts a ground-anchoring effect on the second passenger bridge.5. The aircraft boarding apparatus of claim 4 , wherein the confinement structure exerts an active downward anchoring force on the second passenger bridge.6. The aircraft boarding apparatus of claim 5 , wherein the active downward anchoring force is dynamic.7. The aircraft boarding apparatus of claim 4 , wherein the confinement structure exhibits a passive anchoring effect on the second passenger bridge.8. The aircraft boarding apparatus of claim 1 , wherein the second passenger bridge has a unit weight per unit length ratio of between 58 and 80 lbs per lineal foot.9. The aircraft ...

HEIGHT ADJUSTMENT DEVICE FOR ROTUNDA OF BOARDING BRIDGE

A height adjustment device for a rotunda can comprise: an outer column which fixes a rotunda and ascends and descends; an inner column which is connected to the outer column; a vertical screw which is placed on the lower end of the rotunda; a nut which is interlocked in correspondence to the outside diameter of the vertical screw; and rails which are provided on one side of the outer column or the inner column and are formed in correspondence to each other so as to assist the ascent and descent of the outer column. 1. A rotunda height adjusting device of a boarding bridge , the device for enabling the rotunda to ascend and descend , the device comprising:an outer column configured to ascend and descend to fasten the rotunda;an inner column connected to the outer column and fastened to a ground surface;a vertical screw disposed on a lower end of the rotunda;a nut formed on an inner center portion of the outer column such that the nut is engaged with the vertical screw and corresponds to an external diameter of the vertical screw; andrails disposed on one side of the outer column or one side of the inner column, the rails corresponding to each other and allowing the outer column to ascend and descend,wherein a fastened tunnel is connected to the boarding bridge, and the rails and the nut are configured to distribute a lateral weight.2. The device of claim 1 , wherein the rails include a convex rail disposed on an outer side of the inner column and a concave rail disposed on an inner side of the outer column.3. The device of claim 2 , wherein the convex rail and the concave rail are disposed in a longitudinal direction and a length of each of the convex rail and the concave rail corresponds to an ascending and a descending distance of the outer column.4. The device of claim 2 , wherein at least three convex rails are disposed at an outer side of the inner column.5. The device of claim 1 , further comprising a motor and a reducer to rotate the vertical screw.6. The ...

Modular building construction using composite interconnected frame panels

A building module for use in construction of a structure incorporating a plurality of said modules which together form at least part of the structure. Each building module comprises a first peripheral frame of a first size defining a space which receives a layer of barrier material, a second peripheral frame of a second size defining a space which receives a layer of barrier material and which is joined at a first junction to the first peripheral frame of the first size in abutting end to end relationship to form a first auxiliary module. A third peripheral frame has the same size as the first peripheral frame and which defines a space which receives a layer of barrier material. A fourth peripheral frame has the same size as the second peripheral frame and which defines a space which receives a layer of barrier material and which is joined at a second junction to the third peripheral frame of the first size in abutting end to end relationship to form a second auxiliary module. The first and second auxiliary modules are attached side by side to form said building module; wherein the first and second auxiliary modules are attached to each other so that the first and second junctions are staggered along the length of the structure.

DEVICE FOR SLANTING FLOORS IN PASSENGER BRIDGES

Device at inclined floors in passenger bridges for connection between a terminal building and a ship or an aircraft, includes two or more consecutive walking tunnels adjustable to be inclined in relation to the horizontal plane, and which include horizontal resting planes, wherein the floor of the walking tunnel extends out from a floor portion constituting the resting plane in opposite directions from the resting plane. A first short end of the respective floor of the walking tunnel is pivotally fixed to the floor portion, constituting the resting plane, the other short end of the respective floor rests on a sliding or rolling surface arranged so that the floor can move lengthwise relative to the sliding or rolling surface. The floor portion forming the resting plane is arranged to be pivoted about a horizontal axis via an electric actuator or hydraulic cylinder, whereby the resting planes assume a horizontal position. 113412563415162783491021112. Device at inclined floors in passenger bridges for connection between a terminal building and a ship or an aircraft , comprising two or more consecutive walking tunnels () , which walking tunnels are adjustable to be inclined in relation to the horizontal plane , and which walking tunnels comprise horizontal resting planes , wherein the floor ( ,) of the walking tunnel () extends out from a floor portion () constituting the said resting plane in opposite directions from the resting plane , characterized in that a first short end ( ,) of the respective floor ( ,) of the walking tunnel is pivotally fixed , via a hinge ( ,) , to the said floor portion () , constituting the said resting plane , in that the other short end ( ,) of the respective floor ( ,) rests on a sliding or rolling surface ( ,) arranged so that the floor can move lengthwise relative to the said sliding or rolling surface , in that the floor portion () , which forms the resting plane , is arranged to be pivoted about a horizontal axis () by use of an ...

TRACTION JACK

A vehicle traction jack that functions as a traction mat platform, ramp, and vehicle jack to assist a vehicle's tire when a tire is stuck in a rut, hole, or some sort of terrain or weather condition such as sand, gravel, dirt, mud, or snow is disclosed. The traction jack comprises a first plate and second plate, a hinge assembly, and a removable center jack mechanism. The first and second plates can extend to a partially-opened or fully-opened position forming a ramp and traction mat platform. The removable center jack mechanism attaches to first plate and second plate via pins. Easily stored in a vehicle at all times, a single user can use the traction jack to help move any type of vehicle's tire. 1. A traction jack apparatus , comprising:a first plate, wherein said first plate comprises a rigid and rectangular surface capable of supporting said vehicle, wherein said first plate is permanently covered in an anti-slip, high traction surface with a high coefficient of friction for frictional engagement with said tire of said vehicle;a second plate attached to said first plate via a hinge assembly wherein said hinge assembly provides a rotational range of motion and articulated adjustability between said first plate and said second plate for positioning said traction jack between a tire of a vehicle and a surface; anda removable center jack mechanism attached to said first plate and said second plate for extending an angle between said first plate and said second plate from a closed position to a partially-opened position or a fully-opened position to provide a ramp to assist said tire of said vehicle when said tire of said vehicle is stuck on said surface.2. The apparatus of wherein said surface comprises a rut claim 1 , hole claim 1 , road ray condition claim 1 , or weather condition.3. The apparatus of wherein said anti-slip claim 1 , high traction surface comprises a plurality of dulled spikes extending from said first plate and said second plate.4. The apparatus ...

Building Products and Associated Methods for Providing Contoured and Elevated Features for Artificial Surfaces

A modular foundation structure for artificial surface systems includes a structural base layer with a shaped rigid foam having contoured and elevated features, an adhesive layer covering the structural base layer, and an impact and thermal protective layer attached to the structural base layer via the adhesive layer. The impact and thermal protective layer is configured to support an artificial surface layer and has a relatively higher melting point and compression recovery factor than the structural base layer. The shaped rigid may be a closed-cell foam such as Expanded Polystyrene (EPS) or Expanded polyethylene (EPE), and the impact and thermal protective layer may be a bead molded Expanded Polypropylene (EPP) foam. The impact and thermal protective layer may have a melting point of about 300 degrees Fahrenheit, and the structural base layer has a melting point of less than 200 degrees Fahrenheit. 1. A modular foundation structure for artificial surface systems comprising:a structural base layer comprising a shaped rigid foam having contoured and elevated features;an adhesive layer covering the structural base layer; andan impact and thermal protective layer attached to said structural base layer via said adhesive layer, and configured to support an artificial surface layer;said impact and thermal protective layer having a relatively higher melting point and compression recovery factor than said structural base layer.2. The modular foundation structure according to claim 1 , wherein said shaped rigid foam comprises a closed-cell foam.3. The modular foundation structure according to claim 2 , wherein said closed cell foam comprises at least one of Expanded Polystyrene (EPS) or Expanded polyethylene (EPE).4. The modular foundation structure according to claim 1 , wherein said adhesive layer comprises a closed cell foam adhesive.5. The modular foundation structure according to claim 1 , wherein said impact and thermal protective layer comprises bead molded Expanded ...

MICROBRIDGES FOR REGIONAL AIRCRAFT AND METHODS OF USING SAME

An aircraft boarding apparatus has a passenger bridge that has a confinement structure coupled to the second passenger bridge. The confinement structure exerts a ground-anchoring effect on the second passenger bridge to offset the ultralight configuration of the passenger bridge. 1. An aircraft boarding apparatus , comprising:a first passenger bridge having a first passenger deck, wherein the first passenger bridge includes a concourse interface and an articulating first interface;a second passenger bridge having a second passenger deck, said second passenger bridge coupled to the first passenger bridge at the articulating first interface, said second passenger bridge having an aircraft interface end configured to couple with a regional aircraft at a sill height thereof; andwherein the second passenger bridge includes a unit weight per unit length ratio between 58 and 200 lbs per lineal foot.2. The aircraft boarding apparatus of claim 1 , wherein the second passenger bridge includes a ceiling coupled to the second passenger deck.3. The aircraft boarding apparatus of claim 2 , further comprising walls coupled between the ceiling and the second passenger deck.4. The aircraft boarding apparatus of claim 1 , further including a confinement structure coupled to the second passenger bridge claim 1 , wherein the confinement structure exerts a ground-anchoring effect on the second passenger bridge.5. The aircraft boarding apparatus of claim 4 , wherein the confinement structure exerts an active downward anchoring force on the second passenger bridge.6. The aircraft boarding apparatus of claim 5 , wherein the active downward anchoring force is dynamic.7. The aircraft boarding apparatus of claim 4 , wherein the confinement structure exhibits a passive anchoring effect on the second passenger bridge.8. The aircraft boarding apparatus of claim 1 , wherein the second passenger bridge has a unit weight per unit length ratio of between 58 and 80 lbs per lineal foot.9. The aircraft ...

APPARATUS THAT PROVIDES ENERGY INDEPENDENCE THROUGH ISLANDING FROM THE GRID VIA GREEN, SUSTAINABLE, RENEWABLE ENERGY SOURCES FOR COMMERCIAL/RESIDENTIAL STRUCTURES ON ELEVATED SPANS

Repurpose decommissioned elevated highways, decommissioned elevated railways, decommissioned bridges, viaducts, and causeways and or new construction of elevated spans by making provision for providing energy from non-fossil fuel sources, such as solar, wind, geothermal and/or hydrothermal, to provide the energy needs of habitable structures and facilities built upon such decommissioned elevated bridges, elevated railways or bridges. Such is done to provide energy independence for such spans that are to be free of fossil-fuel motor vehicle traffic (or trains). 1. A method of incorporating islanding capability into an elevated span that is free of motor vehicle through traffic and/or trains traveling across , comprising:erecting equipment that supplies energy from renewable energy sources to residential structures and/or commercial facilities on the elevated span, the elevated span extending between two landings between which is a region that the elevated span extends over; andarranging the equipment so that all the energy supplied by the erected equipment is distributed to supply all demand for energy by residential structures and commercial facilities on the elevated span before being distributed elsewhere for consumption, the equipment including a converter of sources of energy into electrical power that are selected from the group consisting of wind power, hydrothermal power, geothermal power, solar photovoltaic and any combination thereof.2. The method of claim 1 , wherein the step of erecting the equipment includes placing certain pieces of the equipment on the elevated span and placing other pieces of the equipment beneath the elevated span.3. The method of claim 1 , further comprising:erecting commercial facilities on the elevated span in a manner suited to provide associated services;selecting the associated services from the group consisting of a community center, a tennis club, a health club, a restaurant, and a retail space; andapplying signage to the ...

Ramp Assembly Systems and Methods of Use

Ramp assembly systems and methods of use are described. According to one aspect, a vessel ramp assembly system includes a ramp assembly configured to assist with ingress and egress of an individual with respect to the vessel, a deployment system configured to move the ramp assembly between a stowed position with respect to the vessel and a deployed position with respect to the vessel, and a positioning system configured to move the ramp assembly to move a first end of the ramp assembly with respect to a deck of the vessel and provide a second end of the ramp assembly at an appropriate position where the individual may use the ramp assembly for the ingress and egress with respect to the vessel. 1. A vessel ramp assembly system comprising:a ramp assembly configured to assist with ingress and egress of an individual with respect to a vessel;a deployment system coupled with the ramp assembly and configured to move the ramp assembly between a stowed position with respect to the vessel and a deployed position with respect to the vessel; anda positioning system coupled with the ramp assembly and configured to move a first end of the ramp assembly with respect to a deck of the vessel and to provide a second end of the ramp assembly at an appropriate position where the individual may use the ramp assembly for the ingress and egress with respect to the vessel.2. The system of wherein the positioning system is configured to move the ramp assembly when the ramp assembly is located in the deployed position.3. The system of wherein the ramp assembly is located below the deck of the vessel in the stowed position.4. The system of wherein the first end of the ramp assembly is a proximal end which is adjacent to the vessel when the ramp assembly is in the deployed position and the second end of the ramp assembly is a distal end which is spaced from the vessel when the ramp assembly is in the deployed position.5. The system of further comprising a support assembly configured to be ...

EXPRESS FLOOD MITIGATION WORKS USING ELEVATED AND OR AT GROUND LEVEL WITH TUNNEL INTEGRATED LARGE SCALE AQUEDUCT WITH NUMEROUS FUNCTIONS, WITH MAIN FUNCTION TO DIVERT FLOOD WATER OR RIVER WATER AWAY FROM CITIES IN ORDER TO FIGHT OR MITIGATE FLOOD EVENTS AND EFFECT OF GLOBAL WARMING, WITH DISCHARGE INVERT LEVELS TO THE SEA HIGHER THAN HIGH TIDE LEVELS

A system for flood water or water flow mitigation includes at least one aqueduct or drain having a first section linking a river, lake, reservoir, water retention pond or dam to another section linked to another lake, reservoir, storage tank or sea, characterized in that the first section are positioned at higher than the other section, and the aqueducts or drains are configured to be placed above ground level or extend upward from sides of river or existing drain, such that invert levels of the aqueducts or drains are higher than sea levels during high tide flooding or sea level increases. 1. A system for flood water or water flow mitigation , comprising:at least one aqueduct or drain supported by at least one pillar and pier, wherein the aqueduct having a first section that is linked to a river, lake, reservoir, water retention pond or dam to and another section that is linked to a storage tank or sea, in which the aqueducts or drains are elevated above ground level using bridge-like structures,wherein the first section is positioned at higher elevation than the other section, and the other section is elevated higher than sea levels during high tide or flooding, such that the aqueduct is extended along a path of an existing river or channel at an elevated level above-ground of the aqueduct holds the water to a certain flow and depth for use of water-based recreational activity, and transportation within the aqueduct.2. The system according to claim 1 , wherein the water flow and depth of the aqueduct are such that at least one vessels or boats navigable for boating transport and recreational activity.3. (canceled)4. The system according to claim 1 , wherein the aqueducts or drains are constructed along or across a river claim 1 , lake claim 1 , reservoir claim 1 , or water retention pound claim 1 , or existing drain.5. The system according to claim 1 , further comprising additional aqueducts or drains extend from sides of the river claim 1 , lake claim 1 , ...

MICROBRIDGES FOR REGIONAL AIRCRAFT AND METHODS OF USING SAME

An aircraft boarding apparatus has a passenger bridge that has a confinement structure coupled to the second passenger bridge. The confinement structure exerts a ground-anchoring effect on the second passenger bridge to offset the ultralight configuration of the passenger bridge. 1. An aircraft boarding apparatus , comprising:a first passenger bridge having a first passenger deck, wherein the first passenger bridge includes a concourse interface and an articulating first interface;a second passenger bridge having a second passenger deck, said second passenger bridge coupled to the first passenger bridge at the articulating first interface, said second passenger bridge having an aircraft interface end configured to couple with a regional aircraft at a sill height thereof; andwherein the second passenger bridge includes a unit weight per unit length ratio between 58 and 200 lbs per lineal foot.2. The aircraft boarding apparatus of claim 1 , wherein the second passenger bridge includes a ceiling coupled to the second passenger deck.3. The aircraft boarding apparatus of claim 2 , further comprising walls coupled between the ceiling and the second passenger deck.4. The aircraft boarding apparatus of claim 1 , further including a confinement structure coupled to the second passenger bridge claim 1 , wherein the confinement structure exerts a ground-anchoring effect on the second passenger bridge.5. The aircraft boarding apparatus of claim 4 , wherein the confinement structure exerts an active downward anchoring force on the second passenger bridge.6. The aircraft boarding apparatus of claim 5 , wherein the active downward anchoring force is dynamic.7. The aircraft boarding apparatus of claim 4 , wherein the confinement structure exhibits a passive anchoring effect on the second passenger bridge.8. The aircraft boarding apparatus of claim 1 , wherein the second passenger bridge has a unit weight per unit length ratio of between 58 and 80 lbs per lineal foot.9. The aircraft ...

BALLAST MATS AND METHODS OF FORMING THE SAME

An method and apparatus for coating transportation components such as a bridge deck with a coating. The coating includes a sealant and rubber mixed with a resin and a foaming agent. The apparatus includes a hopper for the rubber, a impingement gun for the resin and a gun assembly that combined the rubber and resin together at a combined nozzle for spraying. 1. A protective coating system for a railway bridge structure having ballast and a railway track structure comprising:a waterproof membrane disposed on the railway bridge structure, wherein the waterproof membrane forms a substantially waterproof seal on the railway bridge structure;a ballast protection coating adhered to the waterproof membrane, the ballast protection coating including a rubber compound and resin and a foaming agent that induces the resin to foam such that the resultant hardened resin inhibits water intrusion, wherein the ballast protection coating is formed from a plurality of layers, wherein the ballast protection coating is compressible; andwherein the thickness of the waterproof membrane is less than the thickness of the ballast protection coating.wherein the ballast protection coating is configured to protect the waterproof membrane from damage caused by operation of the railway track structure.2. The coating of claim 1 , wherein the ballast protection coating has a variable thickness.3. The coating of claim 1 , wherein the ballast mat forms a substantially seamless waterproof coating over the railway structure.4. The coating of claim 1 , further comprising a primer layer claim 1 , wherein the primer layer is disposed on the railway bed and the waterproof membrane is disposed on the railway bed.5. A protective coating system for a railway structure comprising:a waterproof membrane disposed on the railway structure; and a ballast protection coating disposed on the waterproof membrane, wherein the ballast protection coating is composed of, at least in part, a rubber compound and a foaming ...

Bridge

A bridge and method of installing the bridge for spanning a hydrological surface feature. The bridge includes a deck spanning the hydrological surface feature, at least one tower, and a tensile support system connecting the deck with the tower under tension to provide a tensile force for supporting the deck. A density and surface area of the deck, and the tensile force provided by the tensile support system, are selected to facilitate flotation of the deck on the hydrological feature with a top surface of the deck at a selected elevation above a surface the hydrological surface feature while supporting a selected load and while the deck is supported by the tensile force. 1. A bridge comprising:a deck defining a length and a width perpendicular to the length, the deck extending along the length across a hydrological surface feature between a first stable terrain location and a second stable terrain location;a first tower anchored proximate the deck; anda tensile support system connected with the first tower and with the deck for supporting the deck with a tensile force;wherein the deck has a sufficiently low deck density and a sufficiently high surface area relative to a hydrological surface feature density to rest on the hydrological surface feature with a top surface of the deck at a selected elevation above a top surface of the hydrological surface feature while supporting a selected load and while the deck is supported by the tensile force.2. The bridge of further comprising a first anchor point on the first stable terrain location and a second anchor point on the second stable terrain location;the tensile support system comprising:a first suspension support member extending between the first anchor point, the first tower, and the second anchor point; anda first hanger support member extending between the suspension support member and the deck for suspending the deck from the first suspension support member;wherein the tensile force is transferred from the deck ...

Pipe racks

A pipe rack and a method for making a pipe rack where the pipe rack may include at least one foundation, two legs, and a horizontal support. The two legs are supported by the at least one foundation. Each of the two legs includes at least one aperture. The horizontal support has two ends. The first end is located in an aperture in a first leg of the two legs and a second end of the horizontal support is located in an aperture in a second leg of the two legs. A rod forms a joint between the foundation and one of the two legs. The rod is located in the aperture in the upper surface of the foundation and in an aperture in a lower surface in the one of the two legs.

AUTOMATIC PASSENGER BOARDING BRIDGE DOCKING SYSTEM

The present invention provides an improved method and apparatus for automatically aligning and connecting a passenger boarding bridge (PBB) with the passenger door of an aircraft or other vessel. A sensory suite module includes cameras and sensors to scan the apron for obstacles and identify an aircraft based on external features. The sensory suite module also includes one or more high-precision active laser line profilers to detect the vertical and lower edges of an aircraft door. A controller module provides precise control and movement of the distal end of the PBB and guides the distal end of the PBB to the passenger door. The system can be activated by a remote triggering panel module. 119-. (canceled)20. A system for joining a distal end of a passenger boarding bridge with an aircraft passenger door comprised of: a means for aircraft scanning and identification;', 'a means for detecting obstacles near an embarking point or apron;', 'a laser profiler for detecting a location of a gap between an aircraft fuselage and aircraft passenger door; and', 'software filters to account for fog, rain or snow;, 'a) a sensory suite module, said sensory suite module comprised of 'a motor driver, a position sensor and an encoder;', 'b) a controller module, said controller module comprised of a remote docking trigger and an LCD panel;', 'wherein said triggering module activates the sensory suite module, and', 'wherein said controller module operates one or more actuators to drive the distal end of the passenger boarding bridge to the aircraft passenger door., 'c) a triggering module, said triggering module comprised of21. The system of wherein the sensory suite module includes one or more three-dimensional scanners to identify the aircraft by detecting its external features.22. The system of wherein the sensory suite module includes one or more lasers to detect the gap between the aircraft fuselage and the aircraft passenger door.23. The system of wherein the sensory suite ...

Bridge for bicycle and pedestrian and this construction technique

PURPOSE: A bridge for a bicycle sidewalk and a construction method thereof are provided to minimize cast-in-place concrete construction by applying a small H-beam and manufacturing each member of a structure in a factory. CONSTITUTION: A bridge for a bicycle sidewalk comprises a pile(10), a steel cocking bracket(20), a rib, a connecting member(30), a mold(40), a bottom plate(50), and a handrail(60). The steel cocking bracket is installed to cover the top of a preformed pile. The rib comprises a semicircular body of a half circle form and is welded and installed at both ends of the semicircular body. The connecting member comprises a base aperture punched in the rib, a bolt, and a screw nut. The mold is formed by fixing H-beams on the upper surface of a steel coping bracket by a high tension bolt(42). The bottom plate is installed on the upper side of the mold and is composed of a concrete panel or a wooden deck. The handrail is fixed on both sides of the mold at constant height.

一种深水基础栈桥及钻孔平台施工方法

本发明提供一种深水基础栈桥及钻孔平台施工方法，包括：步骤S1，将预加工的工件运输至施工现场；步骤S2，每一个墩位处钢管桩施工完成后，立即进行该墩位钢管桩间联结系、桩顶分配梁施工；步骤S3，将桥面板通过平板车运输至现场后吊装至贝雷梁上方，桥面板安装后随即安装护栏；步骤S4，重复步骤S2‑S3，沿设计图纸逐墩进行施工，直至完成所有墩位处的栈桥及钻孔平台的施工。预先将钢管桩、桩顶分配梁、贝雷梁、桥面板在加工厂进行预加工然后运输至施工现场，实现了栈桥施工的工厂化和标准化作业，施工不受天气和现场环境影响，实现了栈桥工程快速化和标准化，大大提高了施工速度，改善了施工环境。

一种全焊接u型钢结构渡槽制造方法

本发明公开了一种全焊接U型钢结构渡槽制造方法，具体步骤如下：将钢结构渡槽划分为主桁架和水槽两部分分别在工厂加工制造；主桁架按照两个节间或多个节间长度拆分成上、下弦杆(拱肋)和腹杆单元，在专业工厂制作成节段的单元件，在现场临时加工厂内试拼装平台上，将上、下弦(拱肋)和腹杆单元与相邻节段进行连续匹配试拼装，并将腹杆与下弦杆或拱肋单元件焊接成整体，形成一个复合吊装单元；水槽划分为水槽底板和水槽壁板单元，在工厂制造成节段大单元件，并在工厂试拼装胎架上与相邻节段进行连续匹配试拼装，在外表面进行喷砂涂装，涂装完成底漆中间漆和第一道面漆后，运往现场。本发明高了现场施工的作业效率和桥梁的耐久性。

Construction method for a sidewalk enlargement installation

The present invention relates to an enlarged sidewalk construction method installed in a slope having difficulty when constructing a sidewalk or a bicycle path along a river or a road and, more specifically, relates to an enlarged sidewalk construction method which reinforces a support beam installing unit by processing a front back of a retaining wall which faces the slope and the bed excavation of the slope; fixates and installs a support beam formed in a double clamp shape through the support beam installation unit; remarkably reduces maintenance and repair costs for an enlarged sidewalk by securing excellent structural stability when compared with a cantilever beam of an existing double clamp shape by the support beam structure of the double clamp shape by constructing a cross beam, a bottom material, and a rail on an upper part of the support beam; enables free crossing or passing movement of a pedestrian by maximizing an available space of the enlarged sidewalk using both sides of the upper part of the retaining wall; and becomes reasonable as an economical effect is excellent and a construction period is shortened by simplifying an amount of usage of a steel material and reinforcement and supplement works to construct the enlarged sidewalk as a reinforcement installation unit using an existing retaining wall performs solid and stable coupling and fixing operations for the support beam.

Precast box structure and construction method thereof

The present invention enables the construction of a main body with a uniform quality without a step for installing supporting posts and molds in a construction site by utilizing a prefabricated precast box structure including: a lower slab (100) wherein a slab coupling unit (110) is formed in a longitudinal end; a wall (200) with a wall coupling unit (210) coupled to the slab coupling unit (110) in a vertical direction in a convex and concave type; an onsite placing unit (500) formed into a groove structure formed by the slab coupling unit (11) and the wall coupling unit (210) coupled to each other in the convex and concave type; and a girder (400) joined to a top surface of the wall (200). In addition, the prefabricated precast box structure can be used for a construction site where an emergency repair is necessary, as a construction period is short and the prefabricated precast box structure is able to minimize environmental pollution by minimizing concrete placed in the site. The prefabricated precast box structure according to the present invention includes: a box structure manufacturing step of separately manufacturing the lower slab (100), the wall (200), and the girder (300); a transferring step of transferring the lower slab (100), the wall (200), and the girder (300) to the construction site; a convex and concave coupling step of installing the wall (200) and forming the onsite placing unit (500) by coupling the slab coupling unit (110) of the lower slab (100) to the wall coupling unit (210) in the vertical direction in the convex and concave type; a girder coupling step of coupling the girder (300) to the wall (200); an upper concrete placing step of forming an upper slab by placing concrete; and a lower concrete placing step of placing concrete in the onsite placing unit (500).

Girde railway bridge having rail fastener

PURPOSE: A girder railway bridge having a rail fastener is provided to minimize vibration and noise by integrally fixing a rail to a concrete track using rail fasteners having damping pads. CONSTITUTION: A girder railway bridge(100) having a rail fastener comprises a girder(110), concrete tracks(120a,120b), rails(130a,130b), and multiple rail fasteners(134). The girder has a traveling part(112) and sidewalk parts(114). The sidewalk parts are formed at both sides of the traveling part. The concrete tracks are integrally formed on the traveling part of the girder. The rails are placed on the tops of the concrete tracks. The rail fasteners are installed on the concrete tracks and fix the rails to the concrete tracks.

Railway bridge using preflex steel girder and precast concrete deck

본 발명에 따른 하로 철도교(100)의 구조는, 강재의 특성과 콘크리트의 장점을 혼용하여 제작하되 콘크리트의 적어도 일측을 향해 철근(115)이 돌출 배치된 한 쌍의 프리플렉스 거더(110)와; 교량의 폭방향을 향하도록 콘크리트의 양측에 교축방향으로 다수개의 철근(121)이 돌출 배치되고, 교축방향을 향하도록 콘크리트 내부에 폭방향으로 다수개의 쉬스관(122)이 배치된 프리캐스트 바닥판(120); 및 프리플렉스 거더의 철근과 프리캐스트 바닥판의 철근이 서로 교차하도록 위치시킨 상태에서 콘크리트를 타설하여 형성한 이음부(130)로 구성된다. 본 발명은 한 쌍의 프리플렉스 거더를 서로 연결하는 프리캐스트 바닥판에 레일을 설치하는 하로교 형태로 구성함으로써 형고 저감에 따른 시공성과 경제성을 확보하는 효과가 있다. The structure of the railway bridge 100 according to the present invention, a pair of preflex girder 110 is produced by mixing the characteristics of the steel and the advantages of the concrete, but the reinforcement 115 is protruded toward at least one side of the concrete; A precast bottom plate in which a plurality of reinforcing bars 121 protrude in the axial direction on both sides of the concrete to face the width direction of the bridge, and a plurality of sheath pipes 122 arranged in the width direction in the concrete direction toward the axial direction. 120; And a joint 130 formed by pouring concrete in a state where rebars of the preflex girder and rebars of the precast deck are positioned to cross each other. The present invention has the effect of securing the construction and economical efficiency according to the reduction of the mold height by configuring a pair of preflex girders in the form of a bridge bridge to install a rail on the precast bottom plate connecting each other.

Shock and elastic absorbing connection assembly and, absorb type sky-walk with thereof

The present invention relates to a coupled assembly for buffering both shock and expansion and a buffering type skywalk including the same, and the purposes of the present invention are to provide the coupled assembly for buffering shock and expansion, which can buffer a length change by expansion, or shock in a width direction when connecting frames are combined, and provide a buffering type skywalk, which can buffer expansion and shock from various parts. In order to achieve the purposes, the coupled assembly for buffering shock and expansion, comprises: a supporting frame; and two coupling frames which are arranged on both sides of the supporting frame, respectively, and includes a receiving member mounted on one side of the supporting frame. In this regard, an inserting protrusion, which is inserted into and mounted on the receiving member of the coupling frame at one side to buffer external pressure from a side, and a sliding member, whose part protrudes from the inserting protrusion to be mounted in a longitudinal direction of the supporting frame, are installed on the side of the supporting frame. The protruding part of the sliding member bears a load and comes in contact with one surface of the receiving member when the inserting protrusion is inserted into the coupling frame. Also, there is a margin width (W1) between the inserting protrusion and the receiving member such that the coupling frame or a first supporting frame can be moved to a side by external pressure in a state that the inserting protrusion is inserted into the receiving member. In addition, the inserting protrusion, which is inserted into and mounted on the receiving member of the coupling frame at another side to buffer expansion or movement in a longitudinal direction, and the sliding member, whose part protrudes from the inserting protrusion to be mounted in a width direction, are installed on another side of the supporting frame. The protruding part of the sliding member comes in ...

Low-vibration Railroad Bridge of Elastic Resin Fixing Method

본 발명은 진동저감 기술에 관한 것으로서, 좀 더 자세하게는 진동의 발생이 적은 철도교의 구조에 관한 것이다. 본 발명의 철도교는 상기와 같은 기술적 과제를 해결하기 위하여, 두 교각 사이에 설치되는 거더, 상기 거더의 상부에 거더와 수직으로 다수 개가 일정한 간격으로 연속적으로 올려지는 가로보, 그리고 상기 가로보의 상부에 거더와 같은 방향으로 2개가 일정한 간격으로 나란히 설치되는 레일로 구성되는 통상의 철도교 구조에서, 가로보의 하단을 탄성수지에 매설하여 거더에 결합함으로써 거더와 가로보가 탄성적으로 결합되도록 한다. 본 발명과 같이 가로보의 하단이 탄성체에 매설되어 거더에 고정되면, 열차가 레일을 주행할 때 발생하여 레일을 거처 가로보에 전달된 진동과 충격이 탄성체에 흡수되어 차단됨으로써, 진동과 충격이 철도교의 주구조물인 거더에 전달되지 않고, 따라서 본 발명의 철도교는 그 위로 열차가 주행하더라도 주구조체인 거더로 진동과 충격이 전달되지 않으므로, 진동과 충격에 의한 소음발생, 피로에 의한 구조물의 손상, 부재들을 서로 결합하는 체결구의 풀림 등의 진동으로 인한 문제점이 발생하지 않는다. The present invention relates to a vibration reduction technique, and more particularly, to a structure of a railway bridge with less generation of vibration. Railroad bridge of the present invention, in order to solve the technical problem as described above, the girders are installed between the two piers, a plurality of cross beams are continuously raised at regular intervals vertically on the top of the girders, and the girder on top of the cross beams In the conventional railway bridge structure consisting of rails are installed side by side at a predetermined interval in the same direction as, the bottom of the cross beams are embedded in the elastic resin to be coupled to the girder so that the girder and the cross beams are elastically coupled. When the lower end of the cross beam is buried in the elastic body and fixed to the girder as in the present invention, the vibrations and shocks generated when the train travels on the rails and transmitted through the rails are absorbed by the elastic body to block the vibrations and shocks. Since the railway bridge of the present invention is not transmitted to the girder which is the main structure, and thus the train is traveling thereon, vibration and shock are not transmitted to the girder which is the main structure. There is no problem due to vibration, such as loosening of fasteners that couple them together.

Arch type aqueduct and construction method thereof

본 발명의 일 측면에 따른 아치형 수로교는 소정의 간격을 가지며 설치되는 복수개의 교각; 서로 이웃하는 한쌍의 상기 교각을 서로 연결하는 아치부재; 및 상기 교각의 상단에 구비되고 내부에 물이 흐르는 수로관을 받치는 교각지지대와, 상기 아치부재의 상부에 구비되는 상기 수로관을 받치는 아치지지대를 포함하는 지지대를 포함하고, 상기 아치부재는 복수개의 아치모듈이 서로 회전하며 결합되는 제 1결합부와, 양단에 구비되어 상기 교각과 결합되는 제 2결합부를 구비한다.

Bridge for bike-lane and construction method thereof

PURPOSE: A bridge for bicycle passage using the joint of a precast coping unit and a bridge post pile and a construction method thereof are provided to quickly at low cost manufacture a small bicycle bridge which allows the passage of only pedestrians or bicycles. CONSTITUTION: A bridge for bicycle passage using the joint of a precast coping unit and a bridge post pile is constructed as follows. A coupling member(30) is buried in the lower part of a coping unit(20) to form a pile insertion hole. The coping unit is placed over a bridge post pile(10) and the top of the bridge post pile is inserted in the pile insertion hole so that connecting reinforcements projected from the top of the bridge post pile are located in the pile insertion hole. A filling hardener is injected in the pile insertion hole so that the connecting reinforcements, inner vertical plates, and the filler hardener are unified, thereby integrating the bridge post pile and the coping unit.

Complete integrated railway bridge using displacement control of superstructure

The present invention relates to an integrated bridge. A purpose of the present invention to minimize an amount of material used for construction of a bridge by integrating a superstructure (an upper plate), a lower structure (an abutment and a bridge) and a base, which are basic elements, through a rigid connection structure. To achieve this in accordance with the present invention, the integrated bridge, which is a bridge installed to overcome an obstacle or a topographical curve of a river or a valley in a road line construction for a road, a railway, or a water channel, comprises: two abutments, a superstructure, a plurality of bridges, bases and a precast concrete (PC) steel wire. The two abutments have a steel wire mounting hole formed on each one side thereof. The superstructure is positioned between the two abutments and has both ends rigidly connected to the two abutments. A pair of bridges are rigidly and integrally connected to a lower side of the superstructure in a vertical direction to be installed in the ground surface at predetermined intervals. Each base is integrally and rigidly connected to each lower part of the bridges to support the bridges. The PC steel wire is installed to be embedded in the superstructure in such a manner that both ends are connected to each steel wire mounting hole of the two abutments to cope with contraction cracks generated due to drying and contraction of the superstructure when a temperature drops.

Non-Bearing and Jointless Bridge Structure

The present invention relates to a bridge structure in which a bridge support is not provided on both sides of a girder in a continuous bridge, and a stretch joint is not provided. The bridge structure is characterized in that alternate, both ends are located on the alternate upper side, A formed girder, a connecting slab positioned above the alternating upper one side and a back side soil positioned on the alternate other side wall, and an upper portion of the alternate upper side and the upper girder, And a slab integrally formed with the connecting slab, wherein the girder resists the alternate elastic displacement due to the earth pressure of the back soil, and an axial force due to elongation and contraction of the girder and the slab in the throttle direction is transmitted to the alternating wall And the transmitted axial force is accommodated through the elastic deformation of the back soil, The.

Connecting structure between concrete transport tube segments for hyper speed transportation system using elastic sealing block, and connecting method for the same

Provided are a concrete conveyance pipe segment connection structure for a high-speed movement system using an elastic sealing block and a connection method thereof. When a conveyance pipe segment for a high-speed movement system such as a hyperloop is manufactured of concrete, the structure can maintain the sealed state of a conveyance pipe segment connection part by the elastic restoring force of an elastic sealing block formed of rubber. In addition, the structure can have only the elastic sealing block without a separate process such as grouting to construct the conveyance pipe segment connection part, thus simplifying the construction, thereby ensuring construction convenience and economic feasibility. In addition, the structure can have the elastic sealing block provided in various forms and allows the thickness of the elastic sealing block and the height of a wedge structure to be adjusted, thereby allowing an allowable displacement amount of the concrete conveyance pipe segment to be easily adjusted. In addition, the structure allows the conveyance pipe segment connection part to be maintained to be sealed even when a repeated spread displacement occurs in the conveyance pipe segment connection part due to the elastic restoring force of the elastic sealing block, thereby ensuring the reliability of the conveyance pipe segment connection part. In addition, the structure can reduce operating costs by reducing the operation of a vacuum pump to keep the inside of the concrete conveyance pipe in a sub-vacuum state.

UNIVERSAL SUPPORT STRUCTURE (PALLET)

1. Универсальная опорная конструкция (эстакада) для прокладки кабелей и/или трубопроводов, содержащая вертикальные опоры и горизонтальные прогоны (ригели), при этом вертикальные опоры и горизонтальные прогоны состоят из одинаковых секций, вертикальные опоры крепятся фундаментными болтами к фундаменту при помощи нижней сварной опоры, на верхнюю сварную опору с помощью поперечного монтажного профиля устанавливаются горизонтальные прогоны, к боковым несущим сварным секциям горизонтальных прогонов болтами прикрепляются поперечные монтажные профили, к поперечным монтажным профилям болтами и гайками прикрепляются консоли для кабельных лестниц, металлических кабель-каналов и трубопроводов; горизонтальный прогон прижимается к верхней сварной опоре с помощью поперечных монтажных профилей и хомутов и фиксируется с использованием комплекта крепления, отличающаяся тем, что вертикальные опоры и горизонтальные прогоны изготовлены из тонкостенного перфорированного профиля; вертикальная опора представляет собой ферму прямоугольной формы, состоящую из боковых сварных секций, соединенных между собой сварными диафрагмами, при помощи болтовых соединений; к концам прямоугольной пространственной фермы прикрепляются сварные опоры, которые служат для установки вертикальной опоры на фундамент, для фиксации горизонтальных прогонов и для соединения вертикальных опор между собой; горизонтальные прогоны соединяются между собой четырьмя П-образными профилями; поперечные монтажные профили соединяются между собой шпильками; для крепления болтами консолей для кабельных лестниц, металлических кабель-каналов и трубо� РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (51) МПК E01D 18/00 (13) 2013 153 871 A (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2013153871/03, 04.12.2013 (71) Заявитель(и): Открытое акционерное общество "Диэлектрические кабельные системы" (RU) Приоритет(ы): (22) Дата подачи заявки: 04.12.2013 (43) Дата публикации заявки: 10.06.2015 Бюл ...

Tabular structure of slab-canopy composite modular type for hyper-speed tube railway, and construction method for the same

Provided are a tabular structure of a slab-canopy composite modular type for a hyper-speed rube railway, and a construction method for the same. In a transportation tube structure for an ultra-high-speed tube railway, the railway track is wrapped with a closed transportation tube (or tube) so that the tube train can travel, and then vacuum or partial vacuum is formed to minimize air resistance. By applying the concrete structure, which is a relatively inexpensive general construction material, to the transportation pipe construction, it is possible to reduce the manufacturing cost compared to a steel pipe structure, which is a conventional expensive material and requires a separate process such as field welding. In addition, it is possible to simplify the construction and replacement work compared to the existing steel pipe structure by the transport pipe structure being simply assembled and manufactured on site with a precast member for manufacturing. Moreover, since the concrete slab structure serves as the main part bearing the load, design and construction can be facilitated based on traditional bridge design compared to a steel pipe structure difficult to secure rigidity and entailing structure design-related difficulties.

Through bridge using lateral beams and slab segment and the bridge construction method therewith

The present invention relates to a method of constructing a bridge using a side beam and a slab segment, and a method of constructing a bridge using the side beam and the slab segment, At least two side beams installed on the upper surface of the formed alternating portion so as to support an end bottom and spaced apart from each other in the lateral direction; And both end flanges directly supported on the upper surface of the side beam; And a U-shaped bottom plate portion formed between the both end flanges. The U-shaped bottom plate portion is disposed so as to be in contact with the inner side surfaces of the side beams adjacent to each other and has both end flanges supported directly on the upper surface of the side beam, And a U-shaped slab segment serving to horizontally support the bottom plate portion between the inside of the both side beams.

Deck Wood Connection And Deck Wood Bridge Including Such Deck Wood Connection

The present invention relates to a deck board fastener and a deck structure for a wood bridge using the same and, more specifically, to a deck board fastener having a fitting member fitted in a deck support member to be coupled and a fixing bolt coupled to the fitting member to fix and support a wood member and a deck structure for a wood bridge wherein deck boards are fixed to the deck support member by the deck board fasteners and guardrail columns are fixed to the deck support member by the deck board fasteners to be erected on the deck boards. The present invention minimizes kinds of members in construction to reduce the loss of the members by fixing the wood member to the deck support member using the deck board fastener and a single member while maintaining a eco-friendly appearance. Also, the present invention facilitates construction and reduces a construction period by fitting the wood member to be fixed without an additional process.

Bridge which uses in the low-waterchannel

PURPOSE: A bridge system for a low water channel is provided to enable the easy installation of a finishing material and an automatically turnable handrail by installing an H-beam and a square pipe at the bottom of a bridge. CONSTITUTION: A bridge for a low water channel comprises a bridge(10), a pair of post bars, weights, cases, floating bodies, and first and second floating body mounting frames. The bridge is installed in a low water channel. Multiple guardrails are formed at the top ends of the post bars, and hinges and weight coupling holes are formed at the bottom ends thereof. The weights are coupled to the weight coupling holes of the post bars. The cases are arranged at the bottom ends of the post bars. The floating bodies are arranged inside the case. The first and second floating body mounting frames are coupled to the inner space of the case.

Stepping stones and installing method thereof

본 발명은 징검다리에 관한 것으로서, 특히 흐르는 물과의 접촉면적이 최소화되고, 물의 흐름이 방해되지 않고, 하천 바닥에 안정되게 설치될 수 있도록 하는 징검다리에 관한 것이다. 본 발명에 따른 징검다리는 하천 바닥면에 소정 간격을 유지하면 설치되는 다수 개의 베이스 패널, 상기 베이스 패널에 설치되어 하천의 수면 위로 돌출되는 지지대, 상기 지지대 상단에 설치되는 블록, 상기 베이스 패널과 하천 바닥면 사이에 설치되는 고정수단, 및 상기 지지대의 둘레면에 형성되는 곡면부를 포함하는 것을 특징으로 한다. 징검다리, 지지대, 베이스 패널, 고정수단, 기둥

Pipeline support protective device

FIELD: transportation.SUBSTANCE: invention relates to the pipeline transport, in particular to the pipeline supports through water barriers protective devices. Pipeline support protective device includes installed into the foundation framework support vertical part. In front the support vertical part and at an angle to it, the floating impeller is installed. Impeller is mounted on the axis fixed with brackets on the support vertical part. To the axis, the impeller is mounted on ball bearings or friction bearings. This ensures the impeller constant rotation under the influence of the river flow, as well as its up and down movement with the river water level changes.EFFECT: claimed device protects the support bearing structures against the effects of ice flow, timber drifting, other extraneous floating objects and does not allow the ice masses, timber drifting products, other floating objects engage to support, thus preventing the river congestions formation.1 cl, 2 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 667 603 C1 (51) МПК E02B 15/02 (2006.01) E01D 18/00 (2006.01) F16L 3/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E02B 15/02 (2018.05); E01D 18/00 (2018.05); F16L 3/00 (2018.05) (21)(22) Заявка: 2017125606, 17.07.2017 (24) Дата начала отсчета срока действия патента: Дата регистрации: 21.09.2018 (45) Опубликовано: 21.09.2018 Бюл. № 27 Адрес для переписки: 350063, г. Краснодар, ул. Мира-Октябрьская, 32/46, Филиал ООО "Газпром трансгаз Краснодар", Инженерно-технический центр, начальнику В.Г. Гераськину C 1 R U 2 6 6 7 6 0 3 (56) Список документов, цитированных в отчете о поиске: RU 2241093 C1, 27.11.2004. RU 2257446 C2, 27.07.2005. RU 2241095 C1, 27.11.2004. RU 2241094 C1, 27.11.2004. RU 2243324 C1, 27.12.2004. US 4063428 A1, 20.12.1977. (54) ЗАЩИТНОЕ УСТРОЙСТВО ОПОРЫ ТРУБОПРОВОДА (57) Реферат: Изобретение относится к трубопроводному опорах или подшипниках трения. Это транспорту, в частности к ...

Construction equipment walking method

一种施工设备行走方法，包括模板、驱动装置、支撑块、连杆、行走系统、底座、主桥、方台、支撑柱、工作台、牵引爪、牵引杆、牵引轮、收纳式台架、收纳式护栏、前桥、斜坡、后桥、牵引绳卡口、混凝土板；所述行走方法包括前移方法、平移方法、前桥举升方法；所述前移方法的步骤如下：a.通过顶升油缸举起主桥；b.通过驱动机构驱动主桥前移；c.主桥前移完成后，通过提升油缸提起所述轨道；d.通过驱动结构驱动所述轨道前移，完成一个前移循环。

railroad bridge and contruction method thereof

Disclosed by the present invention are: a railroad bridge structure having an equipment plate for maintaining a train speed; and a construction method thereof. The present invention combines a pair of molds, manufactured in a factory, with a floor beam and a stringer with bolts and manufactures a railroad building vehicle to prevent gravel from sliding down after installing a gravel roadbed on the floor beam and the stringer. The present invention is formed to perform the compaction of a gravel roadbed so that the operation of a train is possible by: removing a rail installed on a railroad bridge, a sleeper embedded in the gravel roadbed, and the gravel roadbed in a state of installing a support stake in advance in order to construct a three-dimensional underground structure of a railroad; installing a transverse beam on the support stake using the non-operation time of a night train and then installing a railroad building vehicle thereon; primarily constructing the gravel roadbed on road supporting equipment to the lower end of a PCT sleeper and then installing a sleeper thereon; and secondarily constructing gravel between sleepers after adjusting a line shape while integrating the sleeper and a rail through a coupling device. Thereby the present invention not only secures the operation speed and frequency of a train and the stability and punctuality of the train by mitigating the vibration of weight and the reduction of a slack caused by the operation of the train but also increases construction ability and economic efficiency in comparison with a non-excavation method.

Prefabricated bridge suitable for efficient flame extinguishing of small forest fires and using method

本发明公开一种适于小型森林火灾高效灭焰的预制桥梁及使用方法，包括设于地面的预制板材、控制机房，所述预制板材的上侧设有预制钢梁、水泵，所述预制钢梁设有吊耳，所述预制钢梁的一端与所述预制板材可拆卸固定连接，另一端与所述控制机房可拆卸固定连接；所述预制钢梁包括操作区、锚固区，所述操作区包括并列设置的第一传送带、第二传送带；所述控制机房包括驱动电机，所述驱动电机通过传动机构分别与所述第一传送带、第二传送带连接；所述预制钢梁的下侧通过若干个预制型钢架与所述预制板材固定连接，所述预制型钢架固定设有喷头；本发明采用预制化技术、便捷式安装，实现迅速、高效、持续灭焰以消除森林火灾隐患，保障了消防人员的安全。

Tension adjusting apparatus for a cable

본 고안은 나사결합홈이 미리 형성된 만숀을 사용함에 따라 비틀림이나 외부손상없이 케이블이 결합될 수 있으며, 턴버클의 임의회전이 간단용이하게 방지될 수 있도록 한 케이블 장력조절장치에 관한 것이다. The present invention relates to a cable tension adjusting device that can be coupled to the cable without twisting or external damage by using the pre-formed manshon, the screw coupling groove, and to easily prevent any rotation of the turnbuckle. 본 고안에 따른 케이블 장력조절장치는, 케이블과, 그 일측에는 상기 케이블의 일단이 결합되는 제 1 결합홈이 형성되고 그 타측에는 제 1 나사결합홈이 형성되는 제 1 만숀과, 그 일측에는 상기 제 1 만숀의 제 1 나사결합홈에 결합되는 나사봉이 형성되고 그 타측은 교량이나 기타 건축물의 일측에 결합되는 제 1 정착구과, 그 일측에는 상기 케이블의 타단이 결합되는 제 2 결합홈이 형성되고 그 타측에는 제 2 나사결합홈이 형성되는 제 2 만숀과, 그 일측에는 상기 제 2 만숀의 제 2 나사결합홈 내에 결합되는 제 1 나사봉이 형성되고 그 타측에는 제 2 나사봉이 형성되며 그 중앙에는 턴버클본체가 일체로 형성되고 외력에 의한 자체 회전을 통해 상기 케이블의 장력을 조절하는 턴버클과, 그 일측에는 상기 턴버클의 제 2 나사봉이 결합되는 나사홈이 형성되고 그 타측은 교량이나 기타 건축물의 타측에 결합되는 제 2 정착구를 포함하여 이루어진다. Cable tension control device according to the present invention, the cable, the first side is formed with a first coupling groove to which one end of the cable is coupled, the other side is the first manshon is formed with a first screw coupling groove, the one side of the A screw rod is formed to be coupled to the first screw coupling groove of the first manshon, the other side of which is formed a first anchorage coupled to one side of a bridge or other building, and one side of which is formed a second coupling groove to which the other end of the cable is coupled. The second manshon is formed on the other side of the second screw coupling groove is formed, the one side is formed with a first screw rod coupled in the second screw coupling groove of the second manshon, the second screw rod is formed on the other side of the turn buckle The main body is formed integrally with a turnbuckle to adjust the tension of the cable through its own rotation by an external force, and one side of the screw groove is coupled to the second screw rod of the turnbuckle is formed And its other side comprises a second anchorage that is coupled to the other side of ...

Bridge and method for manufacturing the bridge

브릿지는 하나의 내관(2)과 상기 내관(2)을 둘러싸는 외관(1)으로 구성된다. 외관(1)과 내관(2)은 상기 내관(2)의 외면에 그리고 상기 외면(1)의 내면에 용접된 연결 파이프들(3 ~ 13)에 의해 서로 접합되고, 상기 내관(2)과 외관(1)이 상기 연결 파이프들(3 ~ 13)을 통해 서로 연결되어 견고한 복합 구조물이 형성된다. 외관, 내관 및 파이프들은 바람직하게는 연속적인 이음새에 의해 서로 레이저 용접된다. The bridge is composed of one inner tube 2 and an outer tube 1 surrounding the inner tube 2. The outer tube 1 and the inner tube 2 are joined to each other by connecting pipes 3 to 13 welded to the outer surface of the inner tube 2 and to the inner surface of the outer surface 1, and to the inner tube 2 and the outer tube. (1) is connected to each other through the connecting pipes (3 to 13) to form a rigid composite structure. The outer tube, the inner tube and the pipes are preferably laser welded to each other by continuous seams.

Stepping stone

본 발명은 징검석에 관한 것으로, 더욱 상세하게는 비교적 수위가 낮은 하천을 횡단할 수 있도록 간격을 두고 설치되는 징검석으로서, 이용자 특히 노약자 및 소아 등 보폭이 좁은 이용자들이 안전하게 횡단할 수 있도록 함과 동시에 자전거, 유모차, 훨체어 등 개인 이동수단도 횡단 할 수 있도록 개별 징검석의 상판은 넓히고 각 징검석의 상판 간 간격은 좁게 하고, 하천의 유량과 유속 등 물의 흐름이 원활히 유지되도록 각 징검석의 베이스는 상판보다 상대적으로 폭이 좁게 하면서 높이를 갖도록 하며, 각 징검석의 높이 조절과 수평 조절이 용이하게 이루어지도록 구조 개선된 징검석에 관한 것이다. The present invention relates to a stepping stone, and more particularly, a stepping stone installed at intervals to cross a river with a relatively low water level. At the same time, the upper plate of each stepping stone is widened so that personal means of transportation such as bicycles, strollers, wheel chairs, etc. can be crossed, and the distance between the upper plates of each stepping stone is narrowed. It relates to a steppingstone having a relatively narrow width and having a height, and having an improved structure so that the height adjustment and horizontal adjustment of each steppingstone can be easily achieved.

Method for constructing transportation platform between canyon tunnels and structure of transportation platform

本发明公开了一种峡谷隧道间运输平台施工方法及其结构，结构包括：连接于两个所述隧道之间的贝雷梁；安装于所述贝雷梁上表面的桥面结构；支撑于所述贝雷梁下方的多组支撑组件，每组所述支撑组件包括竖向设置的多个管桩以及固设于所述管桩底部且埋设于峡谷岩壁的桩基，所述桩基上设有多个竖筋，所述管桩的下端固设有预埋板，所述预埋板上设有与多个所述竖筋一一对应的穿孔，多个所述竖筋穿过所述穿孔并通过锁定件锁定；多个主梁，位于所述支撑组件和所述贝雷梁之间，多个所述注浆一一对应地安装于多组所述支撑组件上端。本发明解决了山区峡谷材料机具运输难的问题。

A kind of multi-functional trestle and method suitable for the construction of tunnel inverted arch

本发明公开了一种适用于隧道仰拱施工的多功能栈桥及方法，它解决了现有技术中隧道仰拱施工速度慢，工人施工安全系数低的问题，通过方案的设置，可同时实现隧道内多辆作业机械的同时运行，有效提高隧道作业效率，对车辆通行进行了合理的安排，具体方案是一种适用于隧道仰拱施工的多功能栈桥，包括至少两条通行轨道，通行轨道用于作业机械的通行，通行轨道设于具有设定高度的支撑柱上，每条通行轨道的两侧各自设有引桥以便于作业机械通过引桥进入通行轨道；相邻的通行轨道之间间隔设定距离设置，在通行轨道的侧面设置侧翼板，侧翼板上开有用于人员出入的出入口，出入口的设置便于人员在通行轨道下进行作业。

Elevated bridge and underground pipe gallery build structure jointly

本发明公开了一种高架桥梁和地下综合管廊合建结构，包括桥梁，桥梁为组合式或一体式桥梁，所述桥梁的下端设有若干作为支撑基础的沉井单元，沉井单元包括井壁，井壁沿桥梁长度方向对称开设有两个开孔，井壁的上端通过一组竖杆连接有横支撑杆，横支撑杆的上端面与桥梁的下端面相抵，相邻两个沉井单元上的开孔通过矩形管道相互连接，形成桥隧一体的立体综合走廊。本发明采用高架桥梁和地下综合管廊合建的形式后，大大提高城市空间综合利用效率，可有效解决大型城市中交通、各类管线以及雨水、污水的综合需求；沉井单元既作为桥梁基础，又作为地下结构的工作检修井，互补的结构形式可以显著降低工程综合造价。

Manufacturing process and connecting structure for composite material

The present invention provides a building structure manufactured of a composite material which is environmentally friendly by not discharging pernicious elements. According to the present invention, the building structure comprises: a plurality of pillars vertically erected; a longitudinal girder and a horizontal girder connected to an upper end of the plurality of pillars; a support mounted on the longitudinal girder and the horizontal girder; a deck mounted on a support; and a plurality of handrail posts erected on the deck. At least one among the pillar, the longitudinal girder, the horizontal girder, the support, the deck, and the handrail post is manufactured of the composite material comprising a veil on which a decorative pattern is printed, a fiber reinforcement agent, a thermosetting plastic, a filler, a low contraction agent, a release agent, and a hardening agent. The pillar and the longitudinal and horizontal girders comprise: two or more hollow frames arranged in a row; a plurality of connection steel rods connecting two or more hollow frames; and an outer connection member enclosing a side corresponding to each other of the two hollow frames adjacent to each other.

Rail system for track vehicles

본 발명은 궤도차량 주행용 레일 장치에 관한 것으로, 그 목적은 레일부의 구조의 단순화 및 소정의 강성이 확보되도록 하여, 거더의 설치없이 레일부 자체가 거더 기능을 구비하도록 하여 시공성과 원가비용이 절감되도록 한 궤도차량 주행용 레일 장치를 제공하는 것이다. 본 발명은 다수의 레일모듈이 신축이음재에 의해 연결되어 궤도차량(모노레일 차량)의 주행이 이루어지는 레일부와, 신축이음재에 의해 연결된 2개의 레일모듈이 동시에 지지되는 지주부를 포함하되, 상기 레일모듈은, 소정거리 이격되어 설치되는 좌우 한쌍의 트러스 레일과, 트러스 레일 간의 간격이 일정하게 유지되도록 양단이 한 쌍의 트러스 레일에 연결설치되는 다수의 간격유지대를 포함하고, 상기 지주부는, 지면에 고정설치되는 하단지주와, 하단지주의 상단에 핀볼트에 의해 결합되고 방사형으로 상향경사지게 분기된 다수의 가지지주가 이웃하는 2개의 레일모듈을 지지하도록 형성된 상단지주를 포함하도록 구성되어 있다. The present invention relates to a rail device for running a tracked vehicle, the purpose of which is to simplify the structure of the rail part and ensure a certain rigidity, so that the rail part itself has a girder function without installing a girder, thereby reducing workability and cost It is to provide a rail device for running a tracked vehicle that is reduced. The present invention includes a rail part in which a plurality of rail modules are connected by an expansion joint to run a rail vehicle (monorail vehicle), and a post portion supporting two rail modules connected by the expansion joint at the same time, The rail module includes a pair of left and right truss rails installed at a predetermined distance apart, and a plurality of spacers having both ends connected to the pair of truss rails so that the distance between the truss rails is maintained constant, and the holding unit , It is configured to include a lower support fixed to the ground, and an upper support formed to support two adjacent rail modules with a plurality of branch supports coupled by pin bolts to the top of the lower support and branched radially upward.

Wood bridge

The present invention relates to a wooden bridge of a means of allowing a user to cross a stream which is narrower than a river. More specifically, the wooden bridge applies a round steel bar having relatively reduced costs to reduce construction costs of the wooden bridge, and a relatively lightweight support unit of the wooden bridge is able to be applied to easily be constructed to configure a support unit of the wooden bridge forming a base of the wooden bridge.

Continuous welded rail construction method on an open deck railway bridge using displacement control

본 발명은 무도상 교량의 레일을 장대화하는 공법으로서, 무도상 교량의 레일을 레일이음매 없이 장대화하고, 상기 레일을 지지하는 상부구조를 연속화하며, 상기 상부구조를 양측에서 지지하는 한 쌍의 교대와 상기 상부구조는 서로 고정 또는 반고정시켜 일체화하고, 상기 교대 사이에서 상기 상부구조를 지지하는 교각은 상기 상부구조와 교축방향 반력이 발생하지 않도록 결합되는 것을 특징으로 하는, 변위제어를 이용한 무도상 교량 레일 장대화 공법에 관한 것이다.

A Block of Stepping Stoner

본 고안은 콘크리이트 기초부 상측에 설치되는 블록 본체부의 관통홀 내부에 다수의 자연석 또는 다수의 홀이 형성되는 콘크리이트가 채워져 하천의 유속이 저하될 수 있도록 함은 물론, 정화작용이 이루어지도록 하며, 상기 블록 본체부의 상측 고강도 지지층에 의해 징검다리를 건너는 사람의 미끌어짐을 방지하고, 블록 본체부의 파손을 예방할 수 있도록한 징검다리용 블록에 관한 것이다. The present invention is filled with concrete, which is formed of a plurality of natural stones or a plurality of holes in the through-holes of the block body installed above the concrete foundation, so that the flow velocity of the stream can be lowered, and the purification is made. And a block for a stepping leg to prevent slippage of a person crossing the stepping leg by the high-strength support layer on the upper side of the block body part, and to prevent damage to the block body part. 그 기술적인 구성은, 콘크리이트 기초부(110) 양측으로 다른 콘크리이트 기초부(110')를 상호 연결할 수 있는 연결고리(120)가 돌출 형성되며, 상기 콘크리이트 기초부(110) 상측에는 블록 본체부(130)가 일정한 높이로 형성토록 되며, 이때 상기 콘크리이트 기초부(110) 상측에는 전후 및 좌우측으로 관통홀(140)이 각각 형성되는 블록 본체부(130)가 착설되며, 상기 블록 본체부(130)의 관통홀(140) 내부에는 다수의 자연석(150)이 채워지고, 상기 블록 본체부(130) 상측에는, 상기 블록 본체부(130)와 같은 넓이의 미끄럼 방지용 요철부(160)가 형성된 고강도 지지층(170)이 착설토록 되는 것을 요지로 한다. The technical configuration of the concrete foundation 110, the connection ring 120 that can interconnect the other concrete foundation 110 'is formed on both sides protruding, and the upper block of the concrete foundation 110 The main body 130 is formed to have a constant height, and at this time, a block main body 130 having a through hole 140 formed in front, rear, left and right, respectively, is installed above the concrete foundation 110. A plurality of natural stones 150 are filled in the through hole 140 of the part 130, and the non-slip uneven part 160 having the same width as the block body part 130 is disposed above the block body part 130. The high-strength support layer 170 is formed to be installed in the gist. 콘크리이트 기초부, 블록 본체부, 관통홀, 자연석, 고강도 지지층 Concrete Foundation, Block Body, Through Hole, Natural Stone, High Strength Support Layer

Joint for connecting transverse crossing frame of soundproof tunnel

본 발명은 방음터널 횡단골조용 연결 조인트에 관한 것으로, 교량이나 도로의 측방에서 상호 대향되게 설치된 2개의 지주빔으로 구성된 횡단골조를 교량이나 도로의 길이방향을 따라 연속 배치하고, 횡단골조 사이에 방음패널을 부착한 방음터널에서, 제1 지주빔의 일측면 단부에 배치된 제11 받침구와, 제2 지주빔의 일측면 단부에 배치된 제12 받침구, 및 제11 받침구와 제12 받침구에 안착 배치된 제1 마감 플레이트를 포함한 제1 댐퍼부재와; 제1 지주빔의 타측면 단부에 배치된 제21 받침구와, 제2 지주빔의 타측면 단부에 배치된 제22 받침구, 및 제21 받침구와 제22 받침구에 안착 배치된 제2 마감 플레이트를 포함한 제2 댐퍼부재; 및 2개의 지주빔을 중심으로 대칭되게 배치된 제1 댐퍼부재와 제2 댐퍼부재를 결속하는 고정 바아;를 포함하는데, 이로써 제1 지주빔의 자유단과 제2 지주빔의 자유단을 구체관절 구조로 체결할 수 있다. The present invention relates to a connection joint for a soundproof tunnel transverse frame, in which a transverse frame composed of two supporting beams installed opposite to each other on the side of a bridge or road is continuously arranged along the longitudinal direction of the bridge or road, and soundproofing between the transverse frames In the soundproof tunnel to which the panel is attached, the 11th supporter disposed on one side end of the first post beam, the twelfth supporter disposed on one side end of the second postbeam, and the 11th supporter and the 12th supporter a first damper member including a first closing plate seated thereon; A 21st supporter disposed on the other side end of the first post beam, a 22nd supporter disposed on the other end of the second postbeam, and a second finishing plate seated on the 21st supporter and the 22nd supporter a second damper member including; and a fixing bar for binding the first damper member and the second damper member symmetrically arranged around the two post beams, whereby the free end of the first post beam and the free end of the second post beam are spherical joint structure can be contracted with

Wooden Bridge Structure for Biosphere Preservationa Construction Method Thereof

본 발명은 교각 또는 교대 위에 교량의 종방향으로 길게 설치되는 다수 개의 기초 H빔; 상기 기초 H빔 사이에 일정 간격마다 배치되는 복수 개의 보강 H빔; 상기 기초 H빔 상측에 일정 간격마다 배치되는 복수 개의 지주고정부재; 상기 교량의 종방향으로 지주고정부재 사이 및 상기 보강 H빔의 상측에 복수 개 배치되는 각관; 상기 각관과 직교하도록 각관 상측에 배치되는 발판부재; 및 상기 지주고정부재의 상측에 끼워져 결합되는 지주목;을 포함하여 구성되되, 상기 발판부재 하측에 결합되는 타공판이 더 포함된 것을 기술적 특징으로 한다.

Non-ballast track structure for allowing longitudinal direction slip of steel railway bridge

거더, 세로보 또는 종형빔과 같은 강부재를 이용하여 무도상 강철도교를 시공할 경우, 강부재에 연결되는 궤광 침목이 교량 종방향 또는 궤도 종방향으로 미끄러지는 슬립을 허용함으로써 온도변화에 따른 강철도교의 팽창 및 수축을 무도상궤도가 용이하게 수용할 수 있고, 또한, 강부재를 이용하여 무도상 강철도교를 시공할 경우, 종방향 슬립을 허용하되, 횡방향 및 연직방향으로 강성을 보강하는 무도상궤도를 시공함으로써 장대레일을 안전하고 용이하게 설치할 수 있고, 이에 따라, 열차의 고속화가 가능해지는, 종방향 슬립을 허용하는 강철도교용 무도상궤도 구조가 제공된다.

Ez-02 system

The present invention relates to an eco-friendly ecology path system which is customized for a side appropriate to an ecology path target species having a carbon dioxide adsorption effect in addition to a shielding and soundproof effect by creating an ecology path to be naturally connected to a surrounding natural environment, and creating a shielding film, a soundproof wall, a planting portion, and an artificial marsh to effectively absorb and adsorb carbon dioxide and harmful gas.

Connector structure for a bent of deck road

본 발명은 데크로드의 교각과 교각을 연결하는 교각지지대와, 교각과 서브거더를 연결하는 조각조인트에 관한 것으로서 특히, 데크로드 시공시 교각이 정확한 수직으로 설치되지 않더라도 데크를 수평으로 정확하게 설치할 수 있는 데크로드의 교각 연결구조에 관한 것이다. The present invention relates to a pierce support connecting a pier of a deck rod and a pier, and a pierce joint connecting the pier and a sub-girder. Particularly, in the deck road construction, The present invention relates to a bridge connecting structure of a deck road.

Wood member assembling type wood bridge

본 발명은 목재를 서로 맞추는 방식으로 조립하여 목교 자체의 심미성이 현저히 향상되도록 하면서 부식에 따른 유지 보수가 현저히 감소되도록 하고 신속하고 간편하게 조립 시공될 수 있도록 하는 목재 결합형 목교에 관한 것으로, 본 목교는 지면에 일정한 간격으로 구비되는 다수의 목재지주(10)와, 상기 목재지주(10)의 상면을 따라 구비되는 판상의 목재데크(20)와, 상기 목재지주(10)의 상면에 끼워지고 상기 목재데크(20)의 하면 중앙을 지지하는 중앙지지각목(30)과, 상기 목재데크(20)의 양측 하면에 장착되는 한 쌍의 양측지지각목(40)과, 상기 양측지지각목(40)과 목재지주(10) 사이에 설치되어 상기 목재데크(20)를 지지하는 연결지지부(50)와, 상기 목재지주(10)와 지면 사이에 배치되는 기초석(60)을 포함한다.

Bridge for bicycle

PURPOSE: A bridge for a bicycle is provided to improve construction performance and cost-efficiency by reducing the quantity of precast piles which constitute a pier. CONSTITUTION: A bridge for a bicycle comprises multiple precast piles(14), head supports(16), steel pipe girders(22), multiple horizontal brackets(24), and a bottom part. The precast piles are installed along a bridge to be separated from each other. The head supports are fixed to the heads of the precast piles. Both ends of the steel pipe girders are supported to the head supports of the adjacent precast piles. The horizontal brackets are installed along the longitudinal direction of the steel pipe girders to be separated from each other. The bottom part is formed on the top of the horizontal bracket along the longitudinal direction of the bridge.

Supporting structure of walking way in facility for viewing natural scene

The present invention relates to a walkway support structure for a natural scenery facility. The walkway support structure comprises: connection pipes including a plurality of insert ends (240) to be coupled to upper-end parts of a column (10); movable pipes (30) including storage pipes (320) arranged in a disk shape having a plurality of elongated holes (322) with a predetermined width (l) formed thereon while being spaced apart from each other by predetermined intervals, to be coupled to the connection pipes (20); steel material capping units (40) which include first and second side plates (462, 466) to be coupled to the upper ends of the movable pipes (30); steel pipe girders (50) having first, second, and third steel pipe girders (52, 54, 56) which have both ends individually facing and being coupled to the first plate (462) of one steel material capping unit (40) on a side and the second plate (466) of another steel material capping unit (40) on the other side nearby; a support partition plate (60) which has an inverted triangular structure coupled to the first to third steel pipe girders (52, 54, 56); and a plurality of supporting steel wires (70) arranged to be spaced apart at predetermined intervals, and installed to pass through the upper parts of the first and second side plates (462, 466) and the support partition plate (60).

System for power generation by hydraulic method

FIELD: electricity. SUBSTANCE: invention relates to systems for electric power generation by hydrodynamic method. The system contains overhead crossing 100, used for vehicles passage, and hydrodynamic system 200. The overhead crossing 100 is made out of multiple pairs of road spans 101A, 101B. Each span contains end locks 128A, 128B. The hydrodynamic system 200 is made to support the overhead crossing 100 and to generate the electric power by means of the conversion of the sea tides energy or river current energy and forces, acting on the hydrodynamic system immersed in the ocean tide or river current and moving relatively them. The hydrodynamic system 200 is made out of multiple hydrodynamic elements connected by lock. EFFECT: invention ensures possibility of the effective and reliable manufacturing, assemblage, disassemblage, installation, removal and maintenance of the hydrodynamic system parts. 20 cl, 26 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 565 121 C2 (51) МПК F03B 13/08 (2006.01) F03B 13/12 (2006.01) E02B 9/08 (2006.01) E01D 18/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ (21)(22) Заявка: ИЗОБРЕТЕНИЯ К ПАТЕНТУ 2012112818/06, 02.06.2010 (24) Дата начала отсчета срока действия патента: 02.06.2010 (72) Автор(ы): БЕРГЕР Мартин (CA), РИД Норм (CA) (73) Патентообладатель(и): БЛЮ ЭНЕРДЖИ КЭНАДА ИНК. (CA) Приоритет(ы): (30) Конвенционный приоритет: (43) Дата публикации заявки: 10.10.2013 Бюл. № 28 R U 02.09.2009 US 12/552,961 (45) Опубликовано: 20.10.2015 Бюл. № 29 (85) Дата начала рассмотрения заявки PCT на национальной фазе: 02.04.2012 2 5 6 5 1 2 1 (56) Список документов, цитированных в отчете о поиске: WO 2005/017349 A1, 24.02.2005. WO 2008/063008 A1, 29.05.2008. WO 2006/108264 A1, 19.10.2006. FR 2865226 A1, 22.07.2005. RU 2012825 C1, 15.05.1994 (86) Заявка PCT: 2 5 6 5 1 2 1 R U C 2 C 2 CA 2010/000813 (02.06.2010) (87) Публикация заявки PCT: WO 2011/026213 (10.03.2011) Адрес для переписки: 129090, Москва, ул. Б. Спасская, ...

Single-span pipeline crossing over natural obstacles

FIELD: pipeline transport. SUBSTANCE: invention relates to pipeline transportation field and can be used for construction of pipeline crossings over natural obstacles, rivers, ravines. Single-span pipeline crossing comprises bank piers and anchors. Bank piers are made of bearing and thrust bearing elements connected in their upper part in pairs, and installed on inclined support plates. Support plates arranged in natural obstacle slope upper part and rigidly connected with mating anchor plates, equidistantly arranged on pipeline axis both sides and fixed on horizontal surface adjacent to natural obstacle slope edge. Pipeline is arranged in side beds and in central bed. Side beds are attached to thrust bearing elements. Central bed is connected with pillars with help of suspensions, rigidly fixed in each bank pier upper part. Bank piers and suspensions form angles with pipeline axis, sufficient to compensate for side wind loads on pipeline. EFFECT: increasing covered span length in case of natural obstacle complex shape and higher crosswise stability of pipeline inter-support part. 1 cl, 2 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 610 367 C2 (51) МПК F16L 1/024 (2006.01) E01D 18/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ФОРМУЛА (21)(22) Заявка: ИЗОБРЕТЕНИЯ К ПАТЕНТУ РОССИЙСКОЙ ФЕДЕРАЦИИ 2015126667, 03.07.2015 (24) Дата начала отсчета срока действия патента: 03.07.2015 (72) Автор(ы): Паутов Валерий Иванович (RU) Дата регистрации: 09.02.2017 Приоритет(ы): (22) Дата подачи заявки: 03.07.2015 (43) Дата публикации заявки: 11.01.2017 Бюл. № 2 Адрес для переписки: 117186, Москва, Севастопольский пр-кт, 47А, ООО "НИИ Транснефть" (56) Список документов, цитированных в отчете о поиске: SU 590396 A1, 30.01.1978. SU 1730328 A1, 30.04.1992. RU 2191946 C2, 27.10.2002. SU 1288426 A1, 07.02.1987. JP 3594101 B2, 24.11.2004. 2 6 1 0 3 6 7 R U (57) Формула изобретения Однопролетный переход трубопровода над естественными преградами, содержащий береговые ...

SINGLE-SPAN PIPELINE TRANSITION OVER NATURAL OBSTACLES

РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2015 126 667 A (51) МПК F16L 1/024 (2006.01) E01D 18/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2015126667, 03.07.2015 Приоритет(ы): (22) Дата подачи заявки: 03.07.2015 (43) Дата публикации заявки: 11.01.2017 Бюл. № 02 (72) Автор(ы): Паутов Валерий Иванович (RU) A 2 0 1 5 1 2 6 6 6 7 R U Стр.: 1 A (57) Формула изобретения Однопролетный переход трубопровода над естественными преградами, содержащий береговые опоры и анкера, отличающийся тем, что береговые опоры выполнены из опорных и распорных несущих элементов, попарно соединенных в их верхней части, и установлены на наклонные опорные плиты, размещенные в верхней части склона естественной преграды и неподвижно соединенные с ответными анкерными плитами, равноудаленно размещенными по обе стороны от оси трубопровода и закрепленными на горизонтальной поверхности, примыкающей к бровке склона естественной преграды, трубопровод размещен в боковых ложементах, прикрепленных к распорным несущим элементам, и в центральном ложементе, соединенном с помощью подвесок с пилонами, неподвижно установленными в верхней части каждой из береговых опор, при этом береговые опоры и подвески образуют с осью трубопровода углы, достаточные для компенсирования боковых ветровых нагрузок на трубопровод. 2 0 1 5 1 2 6 6 6 7 (54) ОДНОПРОЛЕТНЫЙ ПЕРЕХОД ТРУБОПРОВОДА НАД ЕСТЕСТВЕННЫМИ ПРЕГРАДАМИ R U Адрес для переписки: 117186, Москва, Севастопольский пр-кт, 47А, ООО "НИИ Транснефть" (71) Заявитель(и): Общество с ограниченной ответственностью "Научно-исследовательский институт транспорта нефти и нефтепродуктов Транснефть" (ООО "НИИ Транснефть") (RU)

Super Structure Uplift System of Railway Bridges

The present invention relates to a lifting system of an upper structure of a railway bridge, more specifically, comprising: an upper fixed bracket which is provided on the upper structure; a hydraulic jack which is located on a lower surface of the upper fixed bracket and is lifted and lowered by supplying and discharging fluid; and a lower fixed bracket on which the hydraulic jack is mounted and which is located on the lower structure. By applying the present invention, noise and vibration due to rail vehicle movement occurred when lifting the bridge is alleviated, vehicle brake and load of earthquake on an upper part of the bridge is damped through a lock up device, and the lifting system performs a role as a fixed platform and a movable platform during bridge lifting.

Structure for concrete trailer pump pipe to cross river and construction method thereof

本发明公开了一种用于混凝土拖泵泵管过河的结构及其施工方法，包括第一固定柱、第二固定柱和吊索，所述第一固定柱设置在河岸的一侧，且所述第一固定柱与拖泵位于河岸的同一侧，所述第二固定柱设置在河岸的另一侧，所述吊索的一端与所述第一固定柱连接，另一端与所述第二固定柱连接，且所述吊索向所述第二固定柱的方向向下倾斜设置，所述吊索用于悬挂泵管。混凝土拖泵不需要过河，能够在河岸的一侧实现给河岸另一侧的待浇注结构进行混凝土浇筑施工，结构简单，施工方法简单易行、施工成本低、混凝土浇筑效果好，可推广应用。

A New Timepiece having the Celestial Map

본 발명은 태양의 고도 및 방위, 계절, 일출몰 시각, 별의 출몰 시각, 계절별 별자리, 낮의 별자리 등을 즉시 그리고 용이하게 파악할 수 있는 천체시계에 관한 것으로서, 24시간에 360.99°회전하며, 적도좌표에 의한 천구북극 또는 천구남극이 중심에 위치하고 별자리가 표시되어 있는 별판과; 지구 특정 위도의 지평면과 천구가 교차하여 이루어지는 가상의 선으로서 상기 별판에 표시된 지평선과; 중심에 대하여 동일한 각도로 소정의 분할 눈금이 표시되어 있는 시계판과; 상기 별판의 중심을 축으로 하여 상기 별판의 회전방향과 동일한 방향으로 24시간에 360°회전하는 시각(時刻)지시부;를 포함하는 천체시계에 관한 것이다. The present invention relates to an astronomical clock capable of immediately and easily grasping the sun's altitude and orientation, season, sunrise time, star appearance time, seasonal constellation, day constellation, etc., rotates 360.99 ° in 24 hours, A star plate in which the celestial north pole or the celestial south pole is located at the center and a constellation is displayed; A virtual line formed by intersecting the horizontal plane of the Earth's specific latitude and the celestial sphere, and a horizon marked on the separate plate; A clock face on which a predetermined division scale is displayed at the same angle with respect to the center; It relates to the astronomical clock comprising a; time indicating portion rotates 360 ° in 24 hours in the same direction as the rotation direction of the separate plate around the center of the separate plate. 본 발명에 의한 천체시계에 의해 사용자는 매우 편리하고 용이하게 지구, 해, 달, 별 등의 상호관계 즉, 천문현상을 인식할 수 있게 된다. 또한 본 발명에 의한 천체시계에 의해 사용자는 시각, 계절별 별자리, 별의 출몰상황, 주간에 보이지 않는 별자리, 태양과 달의 위치, 태양의 일출몰 시간 및 계절상황 등을 간편하게 즉시 파악할 수 있게 된다. The astronomical clock according to the present invention enables the user to recognize the interrelationship of the earth, the sun, the moon, and the stars, that is, the astronomical phenomenon, very conveniently and easily. In addition, the astronomical clock according to the present invention allows the user to easily grasp the time, seasonal constellations, the appearance of stars, invisible constellations during the day, the position of the sun and moon, the sunrise time of the sun and the seasonal situation. 천체, 시계, 적도좌표, 별자리, 지평선, 일출몰, 태양, 계절  Astronomical ...

Construction channel structure and installation method

本发明涉及一种施工通道结构与安装方法，属于轨道及桥梁施工技术领域，它包括斜坡齿轨栈桥，所述斜坡齿轨栈桥包括横向钢桁梁、钢桁柱、纵向钢桁梁、基座和用于安装固定基座的柱钉；钢桁柱底端与基座固接，横向钢桁梁横向安装在钢桁柱顶部，横向钢桁梁有至少两个，纵向钢桁梁纵向架设在横向钢桁梁上；纵向钢桁梁上纵向设有钢轨组件和齿轨组件。本发明可为运输设备和施工设备提供运输通道和施工通道，方便在斜坡上运送施工用物以及施工，利于提高施工效率。

Manufacturing process of reinforced concrete pipeline bridges

Apparatus to interface a boarding bridge and a low doorsill airplane

Provided is an apparatus to interface a boarding bridge having a first deck and an airplane having a second deck. The apparatus includes a lower-frame assembly, upper-frame assembly, bridge gangplank assembly, and airplane gangplank assembly. The lower-frame assembly includes a plurality of wheel assemblies. The upper-frame assembly is connected to the lower-frame assembly at adjustable height and pivoting position, and includes a third deck atop the upper-frame assembly. The bridge gangplank assembly is connected to a first end of the upper-frame assembly, and includes a fourth deck to connect the first deck and the third deck. The airplane gangplank assembly is connected to a second end of the upper-frame assembly, and includes at least a fifth deck to connect the third deck and the second deck.

GATEWAY SUITABLE FOR ACCESSING AN AIRCRAFT COMPARTMENT VIA A MAN'S HOLE

TRANSPORTATION OF AIR TRANSPORT GUIDE AND VIADUC TRAINED BY SUCH WORK

L'invention concerne une travée de voie aérienne de transport guidé présentant une section droite transversale en forme de U dont les deux branches forment des parois (4, 5) latérales de ladite voie et dont la zone centrale reliant les deux branches forme une dalle (6) porteuse de ladite voie, caractérisée en ce que ladite dalle (6) porteuse comprend au moins une engravure (10, 11) ménagée dans ladite dalle longitudinalement le long de ladite travée et configurée pour pouvoir recevoir un support (12, 13) de roulement d'un véhicule de transport guidé destiné à circuler sur ladite voie. The invention relates to a guided air transport span having a U-shaped transverse cross-section whose two branches form lateral walls (4, 5) of said track and whose central zone connecting the two branches forms a slab ( 6) carrier of said path, characterized in that said slab (6) carrier comprises at least one engravure (10, 11) formed in said slab longitudinally along said span and configured to be able to receive a support (12, 13) of rolling of a guided transport vehicle for driving on said track.

TRANSPORTATION OF AIR TRANSPORT GUIDE AND VIADUC TRAINED BY SUCH WORK

L'invention concerne une travée de voie aérienne de transport guidé présentant une section droite transversale en forme de U dont les deux branches forment des parois (4, 5) latérales de ladite voie et dont la zone centrale reliant les deux branches forme une dalle (6) porteuse de ladite voie, caractérisée en ce que ladite dalle (6) porteuse comprend au moins une engravure (10, 11) ménagée dans ladite dalle longitudinalement le long de ladite travée et configurée pour pouvoir recevoir un support (12, 13) de roulement d'un véhicule de transport guidé destiné à circuler sur ladite voie. The invention relates to a guided air transport span having a U-shaped transverse cross-section whose two branches form lateral walls (4, 5) of said track and whose central zone connecting the two branches forms a slab ( 6) carrier of said path, characterized in that said slab (6) carrier comprises at least one engravure (10, 11) formed in said slab longitudinally along said span and configured to be able to receive a support (12, 13) of rolling of a guided transport vehicle for driving on said track.

Bridge for crossing e.g. river, has support structure with lifting unit that is arranged on one side of channel and has traction ropes whose one end is fixed to bay and another end is fixed to traction device

The bridge has a bay (3) displaced between a lower position for crossing a channel and a higher position for channel clearance. A support structure (12) has a lifting unit (14) which is arranged on one side (5) of the channel. The lifting unit has traction ropes whose one end is fixed to the bay and another end is connected to a traction device, while passing on pulleys which are part of the structure.

Tubular self-supporting bridge construction - has trellis-type load bearing shell formed by orthogonal arrays of helical beams, supporting internal roadway etc.

The structure includes a load-carrying level (1), such as a roadway, within an outer tubular supporting skeleton. The supporting skeleton has a closed curved cross-section, at least the upper part of which is formed by a trellis of beams (3) and openings (4). The beams of the trellis construction are arranged in partially-helical configuration. Two groups of partial helices are arranged orthogonally, with a longitudinal ridge member (5) forming a compression plane. ADVANTAGE - Reduced weight for given strength, with large internal load capacity.

Mixed framework structure for use in two path roadway, has upper and lower slabs connected by flat continuous metallic plate, and connectors ensuring connection between metallic plates and upper and lower slabs

Ouvrage d'art à ossature mixte, comprenant un hourdis supérieur (5) et un hourdis inférieur (7) en béton reliés entre eux par au moins une âme métallique continue plane (A1, A2) dépourvue de raidisseurs longitudinaux.

Reinforced concrete structure