Мат виброизоляционный подбалластный

Полезная модель относится к области транспортного строительства, а именно к прокладкам, размещаемым под щебеночным основанием железнодорожного пути и подошвами шпал. Достигается расширение арсенала технических средств. Мат виброизоляционный подбалластный содержит виброизоляционный слой и два внешних укрепляющих слоя и отличается тем, что виброизоляционный слой выполнен из стирол-этилен-полипропилен-стирольного каучука, укрепляющие слои выполнены из полиамидно-тканевого корда, и содержит углубления, расположенные вдоль двух противоположных сторон мата. 3 з.п. ф-лы, 5 ил. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 185 946 U1 (51) МПК E01B 1/00 (2006.01) E01B 2/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (52) СПК E01B 1/002 (2018.08); E01B 1/008 (2018.08); E01B 2/00 (2018.08) (21)(22) Заявка: 2018138771, 02.11.2018 (24) Дата начала отсчета срока действия патента: 25.12.2018 Приоритет(ы): (22) Дата подачи заявки: 02.11.2018 U1, 20.07.2013. RU 84850 U1, 20.07.2009. RU 2215842 C2, 10.11.2003. US 2018/0127922 A1, 10.05.2018. CN 205134105 U, 06.04.2016. (45) Опубликовано: 25.12.2018 Бюл. № 36 R U (54) МАТ ВИБРОИЗОЛЯЦИОННЫЙ ПОДБАЛЛАСТНЫЙ (57) Реферат: Полезная модель относится к области укрепляющих слоя и отличается тем, что транспортного строительства, а именно к виброизоляционный слой выполнен из стиролпрокладкам, размещаемым под щебеночным этилен-полипропилен-стирольного каучука, основанием железнодорожного пути и укрепляющие слои выполнены из полиамидноподошвами шпал. Достигается расширение тканевого корда, и содержит углубления, арсенала технических средств. Мат расположенные вдоль двух противоположных виброизоляционный подбалластный содержит сторон мата. 3 з.п. ф-лы, 5 ил. виброизоляционный слой и два внешних Стр.: 1 U 1 U 1 Адрес для переписки: 125373, Москва, а/я 52, Ревинскому О.В. 1 8 5 9 4 6 (56) Список документов, цитированных в отчете о поиске: RU 89531 U1, 10.12.2009. RU 130314 1 8 5 9 4 6 Дата ...

Track for a track bound vehicle

A track for track bound vehicles, in particular for light rail vehicles. Includes a support element for supporting an electric conductor arrangement, which is adapted to produce an alternating electromagnetic field and—thereby—to transfer electromagnetic energy vehicle on the track. The support element confines spaces for receiving lines and/or wires of the conductor arrangement. An electrically conductive shield for shielding the alternating electromagnetic field extends along a plane below the spaces. A housing for receiving a power supply device for supplying electric power to the conductor arrangement is also provided.

Noise and vibration mitigating mat

A noise and vibration mitigating mat having top and bottom surfaces comprises a first layer formed of recycled bound rubber product, the first layer having a contoured bottom surface and a generally flat top surface, a second layer on the top surface of the first layer, the second layer being formed of a fabric and a third layer on the second layer and being formed of recycled rubber product.

POINT SWITCH, AND RAILWAY NETWORK COMPRISING AT LEAST ONE POINT SWITCH OF SAID TYPE

A point switch is designed such that the point plates () of the point switch which support the track () are placed vertically on top of one another and that the position of the points is set by vertically moving the point plates. 1. A point switch having at least a first point plate , which carries a first rigid track , and at least a second point plate , which carries a second rigid track , wherein the switch position can be brought about by displacing the point plates , characterized in that the point plates are arranged vertically one above the other and that the switch position can be brought about by vertical displacement of the point plates.2. The point switch according to claim 1 , characterized in that at least one of the point plates has a curved track claim 1 , which is curved essentially in the form of a clothoid.3. The point switch according to claim 1 , characterized in that for vertical displacement of the point plates claim 1 , a plurality of means for raising and lowering the point plates are disposed along the outer sides of the point plates.4. The point switch according to claim 1 , characterized in that a plurality of guide means for guiding the vertical movement of the point plates are provided along the outer sides of the point plates.5125. The point switch according to claim 1 , characterized in that the respective point plate (; ) is supported on supports claim 1 , relative to the substratum (′) claim 1 , in its position in which travel is possible.6. The point switch according to claim 1 , characterized in that the tracks each comprise a single rail or each comprise a pair of rails with rails running parallel to and at a distance from one another.7. A railway network having at least one-point switch according to .8. The railway network according to claim 7 , characterized in that its tracks are arranged predominantly underground. The invention relates to a point switch and to a railway network comprising at least one such point switch.Point ...

CONSTRUCTION METHODS AND SYSTEMS FOR GRADE SEPARATION STRUCTURES

This invention relates to a cut and cover method of constructing grade separation structures. The methods include partially burying precast substructure elements with associated trench boxes under live traffic. Once the precast substructure elements are buried the substructure is completed and the bridge span is installed. Other methods include installing precast superstructure elements with form-work system and forming a bridge substructure and excavating underneath the superstructure once the substructure is formed. 1. A method for constructing a grade separation structure at intersection of two thoroughfares comprising:installing pairs of caisson liners along a first thoroughfare; wherein the caisson liners are substantially centred on the intersection;providing pre-cast concrete segment with a first end and second end;connecting a modular trench box to the first end of the precast segment and connecting a second modular trench box to the second end of the precast segment to form a pre-cast assembly;excavating a trench across the thoroughfare and around a pair of caisson liners, wherein the trench is sized to accommodate the precast assembly;installing the precast assembly in the trench such that a first caisson liner is position in the first trench box and a second caisson liner is positioned in the second trench box;filling the trench with ballast material thereby burying the precast assembly;filling the first and second caisson liners with reinforced cast-in-place concrete;linking the precast segments to the caissons;installing bearings and finishing works on the caissons to complete bridge substructure;preparing the completed bridge substructure for bridge span installation; andinstalling bridge span;wherein following installation of the bridge span underpass is excavated and thoroughfares reinstated.2. The method of comprising the step of temporarily reinstating the thoroughfare following burial of the precast assembly.3. The method of claim 1 , wherein ...

FEED MATERIAL PROCESSING DEVICE AND METHOD FOR APPLYING, DISTRIBUTING AND COMPACTING FEED MATERIAL IN DEFINED LAYER HEIGHTS

A feedstock processing apparatus for applying, distributing, and compacting feedstock in defined layer heights may include a chassis with a traction drive and a first and second undercarriage, a frame structure that connects the two undercarriages over a span width of the feedstock processing apparatus, a material feeding device coupled to the frame structure, a material distributing device coupled to the material feeding device and displaceable in certain sections over the span width and configured to apply the feedstock in layers on soil in different, predefinable height positions between the undercarriages, and a compacting device displaceably mounted on the frame structure and/or the material distributing device. The compacting device and the material distributing device can be displaced in a manner dependent on one another respectively along a predefinable movement path. A corresponding method is also disclosed. 120.-. (canceled)21. A feedstock processing apparatus configured to apply , distribute , and compact feedstock in defined layer heights , the feedstock processing apparatus comprising:a chassis with a traction drive, a first undercarriage, and a second undercarriage, wherein at least one of the first undercarriage or the second undercarriage is coupled to the traction drive;a frame structure that connects the first and second undercarriage over a span width of the feedstock processing apparatus and provides a working width for the feedstock processing apparatus between the first and second undercarriages;a material feeding device coupled to or supported on the frame structure;a material distributing device that is coupled to the material feeding device, that is displaceable at least in certain sections over the span width, that is mounted on the frame structure, and that is positionable at a plurality of application positions within the span width, wherein the material distributing device is configured to apply the feedstock in layers on soil in ...

Shear Resistant Drain System for Improving Weak Foundation Soils

Shear drain devices are used to prepare ground with a weak soil layer to receive a static load, for example a structural foundation or a soil embankment, in which the ground includes a weak soil layer that consists of fine grained soils over a base layer. Each shear drain devices each include an elongate perforated pipe member, a surrounding reinforcement member providing tensile reinforcement and aggregate fill. The ground is prepared by (i) inserting the pipe members and reinforcement members in an upright orientation within the fine grained soils such that fluid in the surrounding soil can readily pass into the pipe members and (ii) subsequently placing the aggregate fill in the pipe members to occupy the hollow interior thereof such that the resulting shear drain devices increase a shear strength of the weak soil layer.

Rail track sleeper support

A support ( 32 ) adapted to be used in place of ballast in supporting a rail support member ( 31 ) of a rail track comprises a body ( 50 ). The body ( 50 ) includes a lower face ( 70 ) for resting on a support surface, and an upper surface ( 71 ) for supporting the rail support member ( 31 ).

SYSTEM FOR AND METHOD OF STABILIZING RAIL TRACK STRUCTURES USING A LOAD TRANSFER APPARATUS

A system for and method of stabilizing rail track structures using a load transfer apparatus is disclosed. The load transfer apparatus includes a vertical load transfer element and a top load transfer element, wherein the top load transfer element is used to transfer applied locomotive and rail car loads to the vertical load transfer element. In one embodiment, the top load transfer element includes helical flights. In another embodiment, the top load transfer element includes a flared top. In yet another embodiment, the top load transfer element includes a load transfer cap. In a further embodiment, the top load transfer element includes two or more support legs each with a top support attached thereto. The railroad stabilization system can comprise any one type or any combinations of types of the aforementioned load transfer apparatuses. 1. A system for stabilizing railroad ties and rails , the system comprising:a) a vertical load transfer element; andb) a top load transfer element;wherein the vertical load transfer element and top load transfer element transfer the load applied to the railroad ties and rails to less compressible underlying soils.2. The system of wherein the vertical load transfer element comprises a pile.3. The system of where the pile comprises any one of a concrete pile claim 2 , steel pile claim 2 , timber pile claim 2 , or composite pile.4. The system of wherein the vertical load transfer element comprises an extensible shell defining an interior for holding granular construction material and defining an opening for receiving the granular construction material into the interior claim 1 , wherein the shell is flexible such that the shell expands laterally outward when granular construction material is compacted in the interior of the shell.5. The system of wherein the extensible shell has a diameter in the range of 3 to 12 inches (7.6 to 30.5 cm).6. The system of wherein the top load transfer element comprises helical flights attached to an ...

One-piece bridge tie restraining clip

Systems, devices, and methods are presented for securing a railroad tie atop a support. In one implementation, a unitary length of metal rod is made into a clip that includes a vertical leg, a horizontal leg, and a resilient hook-shaped portion having a hook point. The hook-shaped portion is made so that the clip is biased toward a seated position, with the hook point positioned beneath part of the support. During installation, the vertical leg is placed through a hole in the railroad tie, driven downward until the resilient hook-shaped portion collapses into a compressed position, and driven further until the hook point moves beyond a free edge of the support and expands into the seated position. The clip secures the railroad tie without any additional parts and without requiring a worker to labor beneath the support.

GEOENGINEERING CONSTRUCTIONS FOR USE IN RAILWAYS

There is disclosed a railway geogrid construction suitable for use with high speed trains to mitigate the increased impact of Rayleigh waves generated at high speed and/or over soft subgrades, the construction comprising: a track bed (e.g. having rails for a train) which defines a track located on a track plane; a mass of particulate material (e.g. aggregate) forming a layer located beneath the track plane; and a geogrid located in and/or below the particulate mass in a plane (geogrid plane) substantially parallel to the track plane where the average distance between the track plane and geogrid plane, measured perpendicular to both is greater than 0.65 metres. 1. A geogrid engineering construction for railways (railway geogrid construction) , the construction comprising:a track bed (optionally the track bed comprising rails) which defines a track located on a track plane;a mass of particulate material forming a layer located beneath the track plane; andat least one geogrid located in and/or below the particulate layer,where the at least one geogrid is located in a plane (geogrid plane) substantially parallel to the track plane where the average distance between the track plane and geogrid plane, measured perpendicular to both planes, and denoted herein as Dr, is greater than 0.65 metres.2. A railway geogrid construction as claimed in claim 1 , where the particulate layer is located immediately beneath the track bed.3. A railway geogrid construction as claimed in claim 1 , where the particulate layer has an average thickness less than Dr claim 1 , preferably less than 0.5 m claim 1 , more preferably less than 0.4 m claim 1 , most preferably from 0.1 m to 0.35 m.4. A railway geogrid construction as claimed in in which Dr is greater than or equal to 0.7 metres claim 1 , more preferably ≥0.8 m claim 1 , even more preferably ≥0.9 m most preferably ≥1 m.5. A railway geogrid construction as claimed in in which Dr is less than or equal to 5 metres claim 1 , more usefully ≤4 ...

MODULAR ENCLOSED TRANSPORTATION STRUCTURE AND INTEGRATED TRACK ASSEMBLY

A modular structure, configured to be connectable with a plurality of modular structures to form an enclosed transportation path, each modular structure including a bottom element structured and arranged to provide a track support surface and a plurality of upper element attachment structures, and an upper element configured to attach to the bottom element at the plurality of upper element attachment structures, wherein the upper element is structured to sealingly engage with the lower element. 1. A modular structure , configured to be connectable with a plurality of modular structures to form an enclosed transportation path , each modular structure comprising:a bottom element structured and arranged to provide a track support surface and a plurality of upper element attachment structures; andan upper element configured to attach to the bottom element at the plurality of upper element attachment structures, wherein the upper element is arranged to sealingly engage with the lower element.2. The modular structure according to claim 1 , wherein the bottom element comprises:a first shell structured and arranged to form an exterior wall of the bottom element; anda second shell structured and arranged to form an interior wall of the enclosed transportation path,wherein the second shell is spaced from the first shell to provide a gap between the first shell and the second shell.3. The modular structure according to claim 2 , wherein the bottom element comprises a horizontal portion structured and arranged to provide the track support surface claim 2 , and two wing portions that respectively project upwardly and outwardly from the horizontal portion.4. The modular structure according to claim 3 , wherein the upper element attachment structures are respectively arranged on the two wing portions.5. The modular structure according to claim 3 , wherein the gap is constant in the horizontal portion and constant in the wing portions.6. The modular structure according to claim 3 , ...

SYSTEM FOR AND METHOD OF STABILIZING RAIL TRACK STRUCTURES USING A LOAD TRANSFER APPARATUS

A system for and method of stabilizing rail track structures using a load transfer apparatus is disclosed. The load transfer apparatus includes a vertical load transfer element and a top load transfer element, wherein the top load transfer element is used to transfer applied locomotive and rail car loads to the vertical load transfer element. In one embodiment, the top load transfer element includes helical flights. In another embodiment, the top load transfer element includes a flared top. In yet another embodiment, the top load transfer element includes a load transfer cap. In a further embodiment, the top load transfer element includes two or more support legs each with a top support attached thereto. The railroad stabilization system can comprise any one type or any combinations of types of the aforementioned load transfer apparatuses. 1. A system for stabilizing railroad ties and rails , the system comprising:a) a vertical load transfer element; andb) a top load transfer element;wherein the vertical load transfer element and top load transfer element transfer the load applied to the railroad ties and rails to less compressible underlying soils.2. The system of wherein the vertical load transfer element comprises a pile.3. The system of where the pile comprises any one of a concrete pile claim 2 , steel pile claim 2 , timber pile claim 2 , or composite pile.4. The system of wherein the vertical load transfer element comprises an extensible shell defining an interior for holding granular construction material and defining an opening for receiving the granular construction material into the interior claim 1 , wherein the shell is flexible such that the shell expands laterally outward when granular construction material is compacted in the interior of the shell.5. The system of wherein the extensible shell has a diameter in the range of 3 to 12 inches (7.6 to 30.5 cm).6. The system of wherein the top load transfer element comprises helical flights attached to an ...

INTEGRATED BALLAST MAT

A protective coating system for a railway structure having a waterproof membrane and a ballast mat. The waterproof membrane is disposed on the railway structure. The ballast mat further has a ballast protection coating and a sealing layer. The ballast protection coating is a rubber compound and is disposed on the waterproof membrane. The sealing layer is disposed on the ballast protection layer. 1. A protective coating system for a deck of a railway 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 deck of the railway structure;a ballast protection coating adhered to the waterproof membrane, the ballast protection coating including a filler and a resin, wherein the ballast protection coating is formed from a plurality of layers, wherein the ballast protection coating is compressible; andwherein the ballast protection coating protects the waterproof membrane from damage caused by operation of the railway track structure.2. The system of claim 1 , wherein the filler is rubber.3. the coating of claim 1 , wherein the thickness of the waterproof membrane is less than the thickness of the ballast protection coating4. The coating of claim 1 , wherein the ballast protection coating has a variable thickness.5. The coating of claim 1 , wherein the ballast mat forms a substantially seamless waterproof coating over the railway structure.6. 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.7. 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 filler compound; and', 'a sealing layer ...

Transportation system

A high-speed transportation system, the system including at least one transportation tube having at least one track, at least one capsule configured for travel through the at least one tube between stations, a propulsion system for the at least one capsule; and a levitation system for levitating the capsule in the tube.

TRANSPORTATION SYSTEM

A method for manufacturing at least one transportation tube having a plurality of transportation tube sections for a high-speed transportation system. The method includes manufacturing the tube sections in-situ adjacent to an approximate path of the transportation system where the tube sections are to be positioned. 1. A method for manufacturing at least one transportation tube having a plurality of transportation tube sections for a high-speed transportation system , the method comprising manufacturing the tube sections in-situ adjacent to an approximate path of the transportation system where the tube sections are to be positioned.2. The method of claim 1 , further comprising utilizing a moveable tube fabrication machine configured to manufacture the tube sections and operable to move along the approximate path of the transportation system.3. The method of claim 2 , wherein the moveable tube fabrication machine moves on land.4. The method of claim 3 , wherein the moveable tube fabrication machine comprises a motor which propels the moveable tube fabrication machine claim 3 , and wheels or treads which are driven by the motor and support the moveable tube fabrication machine.5. The method of claim 2 , wherein the moveable tube fabrication machine moves on water.6. The method of claim 5 , wherein the moveable tube fabrication machine comprises a boat claim 5 , ship claim 5 , barge claim 5 , or vessel.7. The method of claim 2 , wherein the moveable tube fabrication machine comprises at least one tube crane arranged thereon and which move the tube sections from the moveable tube fabrication machine into position on the transportation path.8. The method of claim 2 , wherein the moveable tube fabrication machine comprises at least one crane arranged thereon to move construction supplies and/or materials from support vehicles onto the tube fabrication machine.9. The method of claim 2 , wherein the moveable tube fabrication machine comprises a landing pad configured to ...

OVERHEAD GUIDED-TRANSPORT TRACK SPAN, AND VIADUCT FORMED BY SUCH SPANS

The invention relates to an overhead guided-transport track span having a U-shaped cross section, the two arms of which form lateral walls () of said track, and the central region of which, connecting the two arms, forms a load-bearing slab () of said track, characterised in that said load-bearing slab () comprises at least one groove () that is provided in said slab longitudinally along said span and is designed to be able to receive a running support () of a guided-transport vehicle intended to travel on said track. 1. An overhead guided-transport track span having a U-shaped cross section , two arms forming lateral walls of said span , and a central region , connecting the two arms , and forming a load-bearing slab of at least one track , said load-bearing slab comprising at least one groove that is provided in said slab longitudinally along said span and is adapted to receive a running support of a guided-transport vehicle intended to travel on said span , and in that said span comprises one longitudinal rib for each groove , which rib extends under said load-bearing slab opposite to said groove and forms longitudinal stiffening means of said load-bearing slab.2. The span according to claim 1 , wherein each groove has dimensions that are matched to and conjugate with the dimensions of the running support that is intended to be accommodated in said groove such that claim 1 , once arranged in said groove claim 1 , said running support does not extend beyond an upper surface of said load-bearing slab.3. The span according to wherein each longitudinal rib is formed by two longitudinal beams that are arranged on either side of said groove.4. The span according to claim 1 , wherein said stiffening means further comprises a trapezoidal caisson provided under the load-bearing slab.5. The span according to claim 1 , wherein the span comprises at least two parallel grooves that are provided longitudinally along said span so as to be able to each receive one running ...

TRANSPORTATION SYSTEM

A high-speed transportation system, the system including at least one transportation path having at least one track, at least one transportation vehicle configured for travel along the at least one transportation path, a propulsion system adapted to propel the at least one transportation vehicle along the at least one transportation path; and a levitation system adapted to levitate the transportation vehicle along the at least one transportation path. The at least one transportation vehicle additionally comprises wheels for at least intermittently supporting the transportation vehicle on the at least one track. 1. A high-speed transportation system , the system comprising:at least one transportation path having at least one track;at least one transportation vehicle configured for travel along the at least one transportation path;a propulsion system adapted to propel the at least one transportation vehicle along the at least one transportation path; anda levitation system adapted to levitate the transportation vehicle along the at least one transportation path,wherein the at least one transportation vehicle additionally comprises wheels for at least intermittently supporting the transportation vehicle on the at least one track.2. The high-speed transportation system of claim 1 , wherein the propulsion system comprises at least one linear motor.3. The high-speed transportation system of claim 2 , wherein each of the linear motors comprises at least one rotor arranged on the transportation vehicle claim 2 , each rotor adapted to cooperate with at least one stator arranged on the transportation path.4. The high-speed transportation system of claim 1 , wherein the at least one transportation vehicle comprises at least one payload area for accommodating a payload.5. The high-speed transportation system of claim 4 , wherein at least one payload area is configured for accommodating non-human cargo.6. The high-speed transportation system of claim 1 , wherein the at least one ...

INTEGRATED BALLAST MAT

A protective coating system for a railway structure having a waterproof membrane and a ballast mat. The waterproof membrane is disposed on the railway structure. The ballast mat further has a ballast protection coating and a sealing layer. The ballast protection coating is a rubber compound and is disposed on the waterproof membrane. The sealing layer is disposed on the ballast protection layer. 1a waterproof membrane disposed on the railway bridge structure, wherein the waterproof membrane forms a substantially waterproof seal on the deck of the railway structure;a ballast protection coating adhered to the waterproof membrane, the ballast protection coating including a filler and a resin, wherein the ballast protection coating is formed from a plurality of layers, wherein the ballast protection coating is compressible; andwherein the ballast protection coating protects the waterproof membrane from damage caused by operation of the railway track structure.. A protective coating system for a deck of a railway structure having ballast and a railway track structure comprising: Any and all applications for which a foreign or domestic priority claim is identified in the Application Data Sheet as filed with the present application are hereby incorporated by reference under 37 CFR 1.57, and should be considered a part of this specification.This application relates to ballast mats for use in railway structures.Railway structures, such as rail bridge decks, suffer deterioration from the corrosive effects of both natural and man-made agents. Freeze/thaw cycles, repeated day after day, year after year, also deteriorate the structures. Ballast, such as rock or gravel, can add additional challenges for rail bridge decks because of the punishing effects of its angularity. The tremendous pounding of high point loads adds to the challenge. Additionally, railway bridges are continually in a state of motion. Expansion and contraction caused by changes in thermal conditions, ...

Continuous travel track on a viaduct structure

A continuous running track to be supported by a bridge structure includes at least two bridge segments, a load-bearing structure to support the segments, a continuous slab extending from one end to the other end of the bridge and resting on the segments, an antifriction layer beneath the continuous slab, acting as an interface between the upper surface of the segment and the lower surface of the continuous slab and defining a slip plane for the continuous slab, and a crossing plate beneath the continuous slab, extending from one end of a segment to an end of a directly adjacent segment. At least one anti-lift device to be fixed to a segment is capable of limiting a movement of the slab in a direction perpendicular to the slip plane while providing for freedom of movement of the slab on the slip plane.

Urban transportation and logistics system

The invention relates to transport and logistics systems of large cities, and may be used in construction of cities with population of over five hundred thousand people. The technical result of the proposed solution is to optimize the urban transport and logistics system, eliminate traffic congestions and ensure rapid movement to any point in the city. The urban transport and logistics system includes the first ground level for road and rail freight transport, the second level of pipeline and technical communications, the third level of passenger transport, the fourth pedestrian level, each level being located one above the other, and they are connected with each other and with residential and non-residential buildings by vertical staircase-elevator modules.

System and Method for Sub-grade Stabilization of Railroad Bed

The invention is a system and method for repairing, improving, and stabilizing subgrade and subsoil/natural ground layers of a rail bed generally consisting of softer soils. One embodiment includes a method of installing subsurface inclusions and ballast fills comprising injected slurry mixtures of stabilizing material such as cement grout mixed with in situ soil. Another embodiment includes a system of installed ground inclusions and ballast fills. Another embodiment includes an integrated system of equipment for emplacing the system of inclusions and ballast fills. 1. A system for repairing a rail bed underlying a railroad having rails and cross ties , the system comprising:a rail mounted vehicle;a drill mast mounted on the vehicle, the drill mast having a pair of drills and corresponding drill heads;a power source for powering the drills to selectively penetrate the rail bed;a pump;a grout source wherein the pump operates to transfer the grout through a transfer line to the drill mast; andwherein the drill heads inject the grout into the rail bed.2. The system claim 1 , as claimed in claim 1 , further comprising:a hydraulic lift mounted to the vehicle for rotating the drill mast between a first horizontal stowed position to a second vertical operating position.3. The system claim 1 , as claimed in claim 1 , further comprising:a cement silo for storing grout material; anda transfer line connected between the silo and pump enabling transfer of grout material from the silo to the pump.4. The system claim 3 , as claimed in claim 3 , further comprising:a rail trailer mounted on the rail ties and supporting the cement silo.5. The system claim 4 , as claimed in claim 4 , further comprising:an engine mounted on the rail trailer; anddrive tracks mounted on the rail tracks and communicating with the engine to propel the trailer.6. The system claim 1 , as claimed in claim 1 , wherein:the drill mast is secured to the truck by a support frame.7. The system claim 1 , as ...

ANTI-NOISE FACILITY FOR TRACKED TRANSPORT ROAD AND TRACKED TRANSPORT ROAD PROVIDED WITH SUCH A FACILITY

The invention relates to anti-noise installation for a guided transport track having a U-shaped cross section, the two branches of which form the lateral walls () of the track and the central zone of which, connecting the two branches, forms at least one runway () for a guided transport vehicle (), characterised in that said installation comprises a plurality of acoustic panels () arranged relative to one another so as to form at least one chamber () for confining the noise resulting from the passage of a vehicle () over at least one runway (), which chamber can be provided around said noise source while extending as far as a free end of at least one branch of the U, each panel ( ) forming at least one portion of a partition of a noise-confinement chamber (). 1. An anti-noise installation for a guided transport track having a U-shaped cross section forming a U , two branches of the U of which form lateral walls of the track and a central zone , connects the two branches and forms at least one runway for a guided transport vehicle the installation comprising:plurality of acoustic panels arranged relative to one another so as to form at least one chamber for confining a source of noise resulting from passage of a vehicle on at least one runway, said chamber provided around said noise source while extending as far as a free end of at least one of the branches of the U, each acoustic panel forming at least one portion of a partition of a noise-confinement chamber.2. The anti-noise installation according to claim 1 , wherein at least one acoustic panel is a cap mounted on free end of at least one of the branches of the U claim 1 , in parallel with each runway claim 1 , extending in the direction of the branch of the U facing the branch on which it is mounted claim 1 , so as to form a top partition of a noise-confinement chamber.3. The anti-noise installation according to claim 1 , wherein at least one acoustic panel is a skirt carried by said vehicle perpendicularly to ...

Transportation system

A method of monitoring tube integrity of a high-speed transportation system. The high-speed transportation system includes at least one tube structure having at least one track, at least one capsule configured for travel through the at least one tube structure between a plurality of stations, a propulsion system adapted to propel the at least one capsule through the structure, and a levitation system adapted to levitate the capsule within the structure. The tube structure is maintained as a low-pressure environment. The method includes directing a vehicle having at least one sensor along a tube path; and detecting a plume of air leaked from the low-pressure environment using the at least one sensor.

A high safety, modular system for provisionally supporting working railway tracks during under-track works.

A high safety, modular system for provisionally supporting working railway tracks during under-track works. In order to carry out infrastructures such as underpasses under the railway tracks a number of rails are arranged in a parallel arrangement with respect to the railway track, said rails being inferiorly connected to each other by a transversal rail section, this system being nevertheless hard to implement and lacking in solidity. The modular system of the invention comprises a plurality of loadbearing crossbeams being arranged in an inferior and transversal arrangement with respect to the railway track rails, said loadbearing crossbeams being parallel to the crossties, and a number of pairs of longitudinal staying beams being arranged in a parallel arrangement with respect to the railway track rails in the middle area between them and at both their sides, said staying beams resting on the plurality of loadbearing crossbeams, the loadbearing crossbeams and the staying beams being joined together by means of lowerable steel blocks.

Eisenbahn-Hilfsbruecke grosser Stuetzweite

Support for a railway track while building a passage underneath.

Support for a railway track while building a passage underneath. It is intended for the construction of a bridge structure which supports the track (2) between two appropriately distanced points thereof in accordance with the excavation (7) necessary for the passage (8) to be installed underneath and is embodied in a pair of longitudinal latticework beams (1), arranged on both sides of the track, which rest on shoes (3) of provisional foundation located in correspondence with its ends, through height adjustment means (6) which allow said longitudinal beams (1) to rise, after the initial mounting thereof, so as also to drag upwards a series of transverse profiles (4) set between both longitudinal beamsand which in the maximum upper limit position rest on the lower face of the rails (2), between each pair of sleepers (5), constituting the direct support means of said rails, from which the sleepers (5) remain suspended when the excavation (7) under the "bridge" is implemented.

Burying electrical leads along a roadway of a vehicle

The invention relates to a duct block (304) for positioning and / or holding a plurality of lead sections (310) of one or more electric leads along a roadway of a vehicle, wherein the duct block (304) has a plurality of recesses (315) and / or projections, wherein the edges of the recesses(315) and / or projections for the lead sections (310) in each case form the boundary of a space, into which one of the lead sections (310) can be brought, so that it extends in a longitudinal direction of the space, and wherein the longitudinal directions of the spaces, bounded by the edges of the recesses (315) and/or by the projections, extend essentially parallel to one another in a common plane.

Track support system

Verfahren zur Herabsetzung der Versinterung von Drainagerohren

Verfahren zur Herabsetzung von Drainagerohren in Entwässerungssystemen von Bauwerken, wie Eisenbahn- oder Straßentunneln oder dergleichen, durch Härtestabilisierung des Drainagewassers, bei dem in das/die Drainagerohr(e) an ausgewählten Konditionierungspositionen Depotsteinbeutel aus netzartigem, wasserdurchlässigem Material eingelegt werden, die mit Depotsteinen mit einem Gehalt an Polysuccinimid als Konditionierungswirkstoff in loser Schüttung gefüllt sind, wobei das Polysuccinimid durch das den/die Depotsteinbeutel umströmende Drainagewasser unter zumindest teilweiser hydrolytischer Umwandlung zu Polyasparaginsäure allmählich herausgelöst und hierdurch der Wirkstoff sukzessive freigesetzt wird, dadurch gekennzeichnet, daß die Depotsteinbeutel innerhalb des freien, im wesentlichen kreisrunden Querschnittes der/des Drainagerohre(s) derart abgelegt bzw. geschichtet werden, daß der Drainagerohrquerschnitt in Längsrichtung des Drainagerohres mindestens über eine Länge von 10 cm und über eine Füllhöhe von mindestens 5% des Innendurchmessers mit Depotsteinbeuteln ausgefüllt ist.

BALLASTED TRACK SYSTEMS WITH RUBBERIZED ASPHALT COATINGS AND RELATED METHODS

An example track system includes: a supporting structure; ballast supported by the supporting structure; a plurality of track ties supported by the ballast; a pair of rails supported by the plurality of track ties; and a layer of rubberized asphalt coating disposed as an interface between the ballast and the supporting structure, the rubberized asphalt coating having bituminous binder, crumb rubber particles, and small gradation hard rock aggregate; wherein resiliency of the layer of rubberized asphalt coating permits particles of the ballast in direct contact with the layer of rubberized asphalt coating to move elastically relative to each other while inhibiting abrasion of adjacent ones of the particles of the ballast against each other and against the supporting structure. 1. A method for forming a track system having rails , the method comprising:providing a supporting structure;disposing a layer of rubberized asphalt coating on the supporting structure, the rubberized asphalt coating having a bituminous binder, crumb rubber particles, and stone aggregatedisposing ballast on the layer of rubberized asphalt coating, the ballast being configured to support a plurality of track ties; anddisposing a plurality of track ties, configured to support the rails, on the ballast;wherein resiliency of the layer of rubberized asphalt coating permits particles of the ballast in direct contact with the layer of rubberized asphalt coating to move elastically relative to each other while inhibiting abrasion of adjacent ones of the particles of the ballast against each other and against the supporting structure.2. The method of claim 1 , wherein the rubberized asphalt coating exhibiting 8% to 12% by volume of the bituminous binder claim 1 , 22% to 40% by volume of the crumb rubber particles claim 1 , and 48% to 70% by volume of the stone aggregate.3. The method of claim 1 , further comprising disposing a waterproof layer between the layer of rubberized asphalt coating and the ...

Foerfarande och anordning foer att paaverka samverkan mellan ett jordlager och en i anslutning till jordlagret befintlig konstruktion

Noise and vibration mitigating mat

A multi-layer noise mitigating mat (10) is provided by the present invention. A first layer (16) is formed of bound rubber and features a profiled surface forming a bottom surface (12) of the mat (10) and a flat surface (13) opposite the profiled surface. A second layer (18) consists of a fabric or reinforcing agent which is affixed to the first layer (16) along its flat surface (13). A third layer (20) formed of bound rubber is affixed to the second layer (18) forming the top surface (14) of the mat.

Способ эксплуатации кривого участка пути в плане и устройство рельсовой колеи в кривых

1. Способ эксплуатации кривого участка пути в плане, включающий процесс взаимодействия между рельсовым путем и ходовыми частями подвижного состава, отличающийся тем, что процесс взаимодействия между рельсовым путем и ходовыми частями подвижного состава осуществляют посредством рельсовой колеи, выполненной со сдвигом мест взаимодействия элементов системы колесо - рельс по поверхности катания рельсов в сторону от центра кривой посредством изменения подуклонки наружного рельса.2. Устройство рельсовой колеи, содержащей кривой участок пути в плане, отличающееся тем, что кривой участок пути в плане выполнен со сдвигом мест взаимодействия элементов системы колесо - рельс по поверхности катания рельсов в сторону от центра кривой посредством изменения подуклонки наружного рельса. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (51) МПК E01B 2/00 (13) 2016 102 519 A (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2016102519, 26.01.2016 (71) Заявитель(и): Зиньковский Александр Тихонович (RU) Приоритет(ы): (22) Дата подачи заявки: 26.01.2016 (43) Дата публикации заявки: 27.06.2016 Бюл. № 18 (72) Автор(ы): Зиньковский Александр Тихонович (RU) A 2 0 1 6 1 0 2 5 1 9 R U Стр.: 1 A (57) Формула изобретения 1. Способ эксплуатации кривого участка пути в плане, включающий процесс взаимодействия между рельсовым путем и ходовыми частями подвижного состава, отличающийся тем, что процесс взаимодействия между рельсовым путем и ходовыми частями подвижного состава осуществляют посредством рельсовой колеи, выполненной со сдвигом мест взаимодействия элементов системы колесо - рельс по поверхности катания рельсов в сторону от центра кривой посредством изменения подуклонки наружного рельса. 2. Устройство рельсовой колеи, содержащей кривой участок пути в плане, отличающееся тем, что кривой участок пути в плане выполнен со сдвигом мест взаимодействия элементов системы колесо - рельс по поверхности катания рельсов в сторону от центра кривой посредством ...

Method of repairing railway

The present invention relates to a method of guiding a railway bridge and a steel composite girder used therefor. The present invention relates to a girder composite girder having a girder connecting portion and a slab connecting portion facing each other on a pier, removing existing rafters supporting the rails, providing a temporary cross beam, A step of dismantling and removing an existing bridge girder lying in the longitudinal direction on the bridge pier, a step of installing a steel composite slab on the bridge pier, connecting both ends of the steel composite slab with a slab connection part of the steel composite girder, Integrating the connecting portions of the composite girder and the steel composite slab, filling the space formed by the integrated steel composite slab and the steel composite girder with gravel, removing the temporary beam, and installing the sleepers on the spot.

Система рельсового скрепления в переходных зонах

Изобретение касается системы (1) рельсовых скреплений для крепления рельса (2) на несущей бетонной плите (3a) или бетонной шпале (3b), или на стальной конструкции. Система (1) содержит промежуточную плиту (4), плиту (5) для крепления рельса с расположенными на ней угловыми направляющими пластинами (6, 6b), предусмотрены по меньшей мере два первых упругих зажима (7a) для стягивания подошвы (2a) рельса с плитой (5) для крепления рельса, а также винты (9) и/или дюбели (10) и по меньшей мере два вторых упругих зажима для привинчивания системы (1) рельсовых скреплений к нижнему строению пути. Между рельсом (2) и плитой (5) для крепления рельса расположена упругая прокладка (8), промежуточная плита (4) выполнена из высокоупругого материала и/или содержит стальную плиту (4), предусмотрены по меньшей мере два вторых упругих зажима (7b) для стягивания плиты (5) для крепления рельса с нижним строением, предпочтительно через промежуточную плиту (4). Первые и вторые упругие зажимы (7a, 7b) выполнены высокоупругими и с высокой силой прижимного давления, и по меньшей мере одна верхняя плита (12) скольжения расположена между подошвой рельса (2a) и одним первым упругим зажимом (7a), и по меньшей мере одна нижняя плита (13) скольжения расположена между подошвой рельса (2a) и упругой прокладкой (8). В результате продольные и поперечные сдвиги надежно воспринимаются конструкцией, не оказывая воздействия на нижнее строение. 72 з.п. ф-лы, 9 ил. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 605 813 C2 (51) МПК E01B 9/38 (2006.01) E01B 9/48 (2006.01) E01B 9/68 (2006.01) E01B 2/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ (21)(22) Заявка: ИЗОБРЕТЕНИЯ К ПАТЕНТУ 2015106024/11, 22.07.2013 (24) Дата начала отсчета срока действия патента: 22.07.2013 Приоритет(ы): (30) Конвенционный приоритет: (72) Автор(ы): ВАЛЬТЕР Даниэль (DE), ЛИНХАРД Штефан (DE), ДАННЕБЕРГ Эрик (CH), БУДА Роланд (DE) (43) Дата публикации заявки: 10.09.2016 Бюл. № 25 R U (73) Патентообладатель(и ...

下穿铁路顶进框构桥顶进过程中铁路路基支护的施工方法

本发明属于铁路顶进框构桥施工技术领域，公开了一种下穿铁路顶进框构桥顶进过程中铁路路基支护的施工方法，通过在既有路基两侧浇筑基桩，在既有路基下方埋设锚索并张紧在所述基桩上，实现了对既有路基的支护；本发明采用桩锚式结构，结构简单，设计合理，提高了支护结构的整体性，受力性能强；锚索能施加预应力，控制支护结构的变形量，减小对周边建筑物的影响，且预应力的大小及作用点可根据需要调整；锚索埋设在路基下方的结构，抵消了路基的侧压力，顶进时，侧天窗不需放坡，可垂直开挖，增加了施工的空间，使得顶进施工更加方便；支护结构简单，施工方便，支护效果显著，避免了路基坍塌的隐患，提高了工程安全性。

Track structure with isolation function

열차가 주행할 때 지진이 발생하여 궤도 하부의 하부구조물이 횡방향으로 급격하게 이동하더라도 열차 바퀴에 횡방향으로 큰 힘이 순간적으로 가해지는 것을 방지하므로 열차가 전복되는 것이 방지되고, 지진에 의한 궤도의 횡방향 및/또는 종방향 진동이 감쇠되는 면진 기능을 갖는 궤도 구조가 개시된다. 상기 면진 기능을 갖는 궤도 구조는 한 쌍의 레일이 레일 지지부재에 간격을 두고 평행하게 고정된 궤도, 상기 궤도의 하부에서 상기 궤도를 지지하며 상기 레일 지지부재의 양측 제1측면과 간격을 두고 마주보게 배치된 제2측면을 가지는 지지구조물 및 상기 레일 지지부재 양측의 상기 제1측면과 양측의 상기 제2측면 사이에 각각 설치되어 상기 레일 지지부재가 상기 지지구조물에 대해 횡방향으로 이동할 때 상기 레일 지지부재와 상기 지지구조물 사이를 완충하여 주고 복원력을 제공하는 댐퍼를 포함하는 구성을 한다. 때에 따라 본 발명에 따른 궤도 구조는 지지구조물 상에 레일의 길이 방향으로 간격을 두고 설치되어 한 쌍의 레일을 지지하는 두 레일 지지부재의 간격을 두고 마주보는 제1측면과 제2측면 사이에 두 레일 지지부재 사이를 완충하여주고 복원력을 제공하는 댐퍼를 포함하는 구성을 할 수 있다. When a train is running, an earthquake occurs, and even if the substructure under the track moves abruptly in the lateral direction, it prevents a large force from being applied in the lateral direction to the train wheels and prevents the train from tipping over. Disclosed is an orbital structure having an isolating function in which lateral and / or longitudinal vibration of attenuation is attenuated. The track structure having the seismic isolation function is a track in which a pair of rails are fixed in parallel at intervals to a rail support member, supports the track at a lower portion of the track, and faces the first side on both sides of the rail support member. The support structure having a second side disposed to be seen and the rail when the rail support member is transversely moved with respect to the support structure by being respectively installed between the first side on both sides of the rail support member and the second side on both sides. It comprises a damper that buffers between the support member and the support structure and provides a restoring force. Sometimes, the track structure according to the present invention is installed at intervals in the longitudinal direction of the rails on the support structure, and is spaced between the first side and the second side facing the two rail support members spaced apart. It can be configured to include ...

一种竖向分区逐步减压的路基冻害整治装置

本发明结合我国季节冻土区铁路路基的冻胀与融沉病害，提出了一种竖向分区逐步释放冻胀力的铁路路基冻害整治装置。该装置由钢筋混凝土支撑箱体、若干个钢筋混凝土活动面板、低摩擦系数隔离层、弹簧组、带螺纹预埋套筒、带螺纹导杆、预埋套管以及橡胶保护层组成。该装置的面板为分层分块设计，分块数量可以根据具体使用情况灵活确定，面板分块设计在土体冻结过程中可以分块释放冻胀力，使弹簧蓄能，当土体消融时，蓄能的弹簧就会推动对应融化部位活动板向外移动，挤压土体，增大路基刚度，减小路基融沉量，使整治效果更加明显，并且不会出现整块面板倾斜使装置失效和冻胀力释放不及时等状况，提高了装置的工作性能和可靠性。

一种路基的防护结构

本申请公开了一种路基的防护结构，所述路基位于既有铁路以及既有建筑之间，所述防护结构包括板梁，铺设在所述路基上，对所述路基的受力荷载起优化作用；微型桩，设置在所述板梁的下方，且至少部分位于所述板梁中，所述微型桩为所述板梁提供支撑力。本申请的一种路基的防护结构，具有承载能力强和稳定性高的优点。

Способ устранения вертикальных колебаний центра тяжести колёсных пар

Способ устранения вертикальных колебаний центра тяжести колёсных пар железнодорожного подвижного состава, включающий в себя рельсы и шпалы действующего ж.д. пути, отличающийся тем, что, с целью устранения вертикальных колебаний и снижения энергетических затрат тяги, убирают одновременность передачи временной нагрузки обоими колесами на опорные площадки шпалы и смещают это по времени, за которое состав проходит путь равный половине шага укладки шпал посредством передвижки всех опорных площадок под одним из рельсов на половину шага укладки шпал. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2014 151 228 A (51) МПК B61F 19/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2014151228, 17.12.2014 (71) Заявитель(и): Халисов Юрий Георгиевич (RU) Приоритет(ы): (22) Дата подачи заявки: 17.12.2014 (43) Дата публикации заявки: 10.07.2016 Бюл. № 19 (72) Автор(ы): Халисов Юрий Георгиевич (RU) A R U A 2 0 1 4 1 5 1 2 2 8 (57) Формула изобретения Способ устранения вертикальных колебаний центра тяжести колёсных пар железнодорожного подвижного состава, включающий в себя рельсы и шпалы действующего ж.д. пути, отличающийся тем, что, с целью устранения вертикальных колебаний и снижения энергетических затрат тяги, убирают одновременность передачи временной нагрузки обоими колесами на опорные площадки шпалы и смещают это по времени, за которое состав проходит путь равный половине шага укладки шпал посредством передвижки всех опорных площадок под одним из рельсов на половину шага укладки шпал. 2 0 1 4 1 5 1 2 2 8 (54) Способ устранения вертикальных колебаний центра тяжести колёсных пар R U Адрес для переписки: 400107, г. Волгоград, ул. Рионская, 4, комн. 111, Халисову Юрию Георгиевичу Стр.: 1

Rail track in curves and method of its operation

FIELD: construction.SUBSTANCE: invention relates to the construction and repair of a railway track. Rail track contains a curved path section in which the strength properties of the outer rail are higher than the strength properties of the internal rail. Increase in strength properties can be achieved by installing a rail from a material with higher strength properties, or a rail of a heavier profile, or a rail for high-speed traffic. Intensity of wear of the external rail is reduced when the trains move in curves.EFFECT: increase in the service life of the track in curves is achieved.6 cl, 1 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 668 767 C2 (51) МПК E01B 2/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ На основании пункта 1 статьи 1366 части четвертой Гражданского кодекса Российской Федерации патентообладатель обязуется заключить договор об отчуждении патента на условиях, соответствующих установившейся практике, с любым гражданином Российской Федерации или российским юридическим лицом, кто первым изъявил такое желание и уведомил об этом патентообладателя и федеральный орган исполнительной власти по интеллектуальной собственности. (52) СПК (21)(22) Заявка: 2018111923, 02.04.2018 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): Зиньковский Александр Тихонович (RU) Дата регистрации: 02.10.2018 (56) Список документов, цитированных в отчете о поиске: RU 2611234 C2, 21.02.2017. RU Приоритет(ы): (22) Дата подачи заявки: 02.04.2018 (43) Дата публикации заявки: 09.06.2018 Бюл. № 2449910 C2, 10.05.2012. KR 101669096 B1, 01.11.2016. CN 106498812 A, 15.03.2017. CN 104264543 A, 07.01.2015. 16 2 6 6 8 7 6 7 02.04.2018 (72) Автор(ы): Зиньковский Александр Тихонович (RU) R U E01B 2/00 (2006.01) (54) Рельсовая колея в кривых и способ её эксплуатации (57) Реферат: Изобретение относится к области более высокими прочностными свойствами, либо строительства и ремонта железнодорожного пути. рельса ...

Рельсовая колея в кривых и способ её эксплуатации

РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2018 111 923 A (51) МПК E01B 11/44 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2018111923, 02.04.2018 (71) Заявитель(и): Зиньковский Александр Тихонович (RU) Приоритет(ы): (22) Дата подачи заявки: 02.04.2018 (43) Дата публикации заявки: 09.06.2018 Бюл. № 16 (72) Автор(ы): Зиньковский Александр Тихонович (RU) A 2 0 1 8 1 1 1 9 2 3 R U Стр.: 1 A (57) Формула изобретения 1. Рельсовая колея, содержащая кривой участок пути, отличающаяся тем, что наружный рельс в кривых или головка наружного рельса в кривых или ее часть обладает более высокими по сравнению с внутренним рельсом в кривых или головкой внутреннего рельса в кривых или ее частью прочностными свойствами. 2. Рельсовая колея по п. 1, отличающаяся тем, что наружный рельс в кривых или головка наружного рельса в кривых или ее часть выполнена из материала с более высокими по сравнению с внутренним рельсом в кривых или головкой внутреннего рельса в кривых или ее частью прочностными свойствами. 3. Рельсовая колея по п. 1, отличающаяся тем, что наружный рельс в кривых является рельсом повышенной износостойкости и контактной выносливости. 4. Рельсовая колея по п. 1, отличающаяся тем, что наружный рельс в кривых является рельсом для высокоскоростного движения. 5. Рельсовая колея по п. 1, отличающаяся тем, что наружный рельс в кривых относится к рельсам более тяжелого профиля, чем внутренний рельс. 6. Способ эксплуатации рельсовой колеи в кривых, включающий движение по ней транспортных средств, отличающийся тем, что движение транспортных средств осуществляют по рельсовой колее по любому из пп. 1-5. 2 0 1 8 1 1 1 9 2 3 (54) Рельсовая колея в кривых и способ её эксплуатации R U Адрес для переписки: 614094, Пермский край, г. Пермь, ул. Овчинникова, 35а, кв. 122, Зиньковскому А.Т.

Method and device for increasing durability of rail track

FIELD: construction.SUBSTANCE: invention relates to railway track superstructure and methods of its operation. Rails are fixed on sleepers in lodgments with possibility of adjustment. Rails are made symmetrical with two opposite heads. At wear of side working face, right and left rails are exchanged, at repeated wear, rails are turned by lower head upwards, and at next wear of working head rails are changed again in places.EFFECT: longer service life of track bars.6 cl, 2 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 711 761 C1 (51) МПК E01B 2/00 (2006.01) E01B 5/06 (2006.01) E01B 9/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E01B 2/00 (2019.08); E01B 5/06 (2019.08); E01B 9/00 (2019.08) (21)(22) Заявка: 2018142921, 04.12.2018 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): Загорский Валерий Куприянович (RU) Дата регистрации: 22.01.2020 Приоритет(ы): (22) Дата подачи заявки: 04.12.2018 (45) Опубликовано: 22.01.2020 Бюл. № 3 2 7 1 1 7 6 1 R U (54) Способ и устройство повышения долговечности рельсового пути (57) Реферат: Изобретение относится к верхнему строению местами правый и левый рельсы, при повторном железнодорожного пути и способам его износе переворачивают рельсы нижней головкой эксплуатации. Рельсы закреплены на шпалах в вверх, а при очередном износе рабочей головки ложементах с возможностью регулировки. Рельсы снова меняют рельсы местами. Достигается изготовлены симметричными с двумя увеличение срока службы рельсовых плетей. 2 н. противоположно расположенными головками. и 4 з.п. ф-лы, 2 ил. При износе боковой рабочей грани меняют Стр.: 1 C 1 C 1 Адрес для переписки: 450059, г. Уфа, ул. Р. Зорге, 14-47, Загорский Валерий Куприянович 2 7 1 1 7 6 1 (56) Список документов, цитированных в отчете о поиске: DE 667913 C, 23.11.1938. RU 2135310 C1, 27.08.1999. FR 351849 A, 26.07.1905. CH 659677 A, 13.02.1987. R U 04.12.2018 (72) Автор(ы): Загорский Валерий Куприянович (RU) C ...

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.

High speed main road

FIELD: construction.SUBSTANCE: invention relates to the construction and reconstruction of railways on the bases with insufficient bearing capacity for high-speed rail transport. High-speed main road bed contains the embankment body on which the layer of asphalt concrete is laid. Bored piles are installed at the base of the roadbed. Distance between the piles is 2–3 times the diameter of the pile. Umbankment body contains two protective layers. One protective layer consists of a crushed stone-sand mixture with a deformation module of at least 80 MPa, and the second protective layer consists of a gravel-gravel-sand mixture with a 120 MPa deformation module. Thickness of the first protective layer is 5.25–5.75 times greater than the thickness of the second protective layer.EFFECT: increase in the reliability and durability of the operation of the ballastless upper track structure on bases with insufficient bearing capacity is achieved.1 cl, 1 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 668 529 C1 (51) МПК E01B 1/00 (2006.01) E01B 2/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E01B 1/002 (2006.01); E01B 2/00 (2006.01) (21)(22) Заявка: 2017146583, 28.12.2017 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): Открытое акционерное общество "Российские железные дороги" (RU) Дата регистрации: 01.10.2018 174799 U1, 02.11.2017. RU 2472893 C2, 20.01.2013. US 9758932 B2, 12.09.2017. CN 106638166 A, 10.05.2017. (45) Опубликовано: 01.10.2018 Бюл. № 28 2 6 6 8 5 2 9 R U (54) Земляное полотно высокоскоростной магистрали (57) Реферат: Изобретение относится к строительству и реконструкции железных дорог на основаниях с недостаточной несущей способностью для высокоскоростного железнодорожного транспорта. Земляное полотно высокоскоростной магистрали содержит тело насыпи, на которое уложен слой асфальтобетона. В основании земляного полотна установлены буронабивные сваи. Расстояние между сваями в ...

A concrete ballast structrure of a railway bridge

A structure of a concrete ballast of a railway bridge is provided to prevent slip of the concrete ballast without shear keys by installing cam plates, and to disperse the load exerted on the concrete ballast by inserting cam plate pads into the cam plates installed on protection concrete layers, and to attenuate noise and vibration by installing elastomeric sheets on the protection concrete layers. A structure of a concrete ballast of a railway bridge includes protection concrete layers(10) comprising plural cam plates(11), and plural cam plate pads(11a) inserted to outer sides of the cam plates. Elastomeric sheets are installed on the upper parts of the protection concrete layers. Concrete ballast layers are placed on the upper parts of the protection concrete layers. Rails are installed on the upper parts of the concrete ballast layers. The cam plate pads are installed on front, back, left and right surfaces of the cam plates, and the cam plate pads have greater thickness in the order of front, rear and left and right cam plate pads.

Elastomer composition for track shoe bodies having improved properties in heat resistance

본 발명은 궤도 몸체고무용 탄성체 조성물에 관한 것으로, 보다 구체적으로 본 발명에 따른 조성물은 원료고무 100중량부에 대하여 평균 입경이 40 내지 50nm인 제1카본블랙 60 내지 80 중량%; 및 평균 입경이 10 내지 25nm인 제2카본블랙 및 20 내지 40 중량%를 포함하는 카본블랙을 포함하고, 경화제를 1 내지 2.3 중량부 포함함으로써, 내열특성을 향상시킴으로써, 고성능의 궤도 몸체 고무의 제조에 유용하게 사용될 수 있는 장점을 가진다. The present invention relates to an elastomer composition for a rubber track body, and more specifically, the composition according to the present invention comprises: 60 to 80% by weight of first carbon black having an average particle diameter of 40 to 50nm with respect to 100 parts by weight of raw rubber; and carbon black comprising a second carbon black having an average particle diameter of 10 to 25 nm and 20 to 40 wt%, and 1 to 2.3 parts by weight of a curing agent to improve heat resistance, thereby producing a high-performance track body rubber It has the advantage of being useful for

Spiral steel pile plate structure and construction method

本申请实施例提供了一种螺旋钢桩桩板结构及施工方法，螺旋钢桩桩板结构包括：钢筋混凝土承载板、螺旋钢桩和碎石垫层；所述螺旋钢桩的数量为多个，多个所述螺旋钢桩间隔设置；多个所述螺旋钢桩的一端与所述钢筋混凝土承载板连接，多个所述螺旋钢桩远离所述钢筋混凝土承载板的一端固定在持力层中；所述碎石垫层铺设在所述钢筋混凝土承载板靠近持力层的一侧。本申请实施例的螺旋钢桩桩板结构及施工方法无需挖掘土地或灌注水泥，施工扰动小，能减小对既有铁路的影响，控制其附加沉降，同时，该螺旋钢桩桩板结构的作业面小，施工快捷，成桩速度快，且螺旋钢桩桩板结构的性能优良，稳定性好，能够对新建铁路路基的沉降变形进行很好地控制。

Method of transforming of roller on basis of ballast to wheel on basis of plates

FIELD: construction. SUBSTANCE: method of transformation is to remove the ballast from the section that passes through a lot of sleepers, removed a number of sleepers after dismantling the rail mounts to install sleeper blocks, to install temporary vertically adjustable supports in the area passing through a number of sleeper blocks, pouring the concrete from the surface of the under rails up to high of sleeper blocks. After the filling concrete has partially solidified, at least a portion of each support located between the two corresponding sleeper blocks in the direction of the rails is removed. The sleeper block for carrying out the method consists of a concrete panel and sleepers embedded in a concrete panel, which are provided with rail fasteners. The support for carrying out the method consists of a support body and a carrier plate for the rail. In this connection, adjusting means are provided for adjusting the distance between the support body and the support plate. EFFECT: transformation of the railway track. 15 cl, 11 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 641 572 C2 (51) МПК E01B 27/04 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E01B 27/04 (2006.01) (21)(22) Заявка: 2013154075, 06.12.2013 (24) Дата начала отсчета срока действия патента: Дата регистрации: (73) Патентообладатель(и): Сонневилль АГ (CH) 18.01.2018 (56) Список документов, цитированных в отчете о поиске: RU 85489 U1, 10.08.2009. RU 07.12.2012 EP 12196118.9 (43) Дата публикации заявки: 20.06.2015 Бюл. № 17 2353724 C1, 27.04.2009. US 6336265 B1, 08.01.2002. (45) Опубликовано: 18.01.2018 Бюл. № 2 2 6 4 1 5 7 2 R U (54) СПОСОБ ПРЕВРАЩЕНИЯ КОЛЕИ НА ОСНОВАНИИ ИЗ БАЛЛАСТА В КОЛЕЮ НА ОСНОВАНИИ ИЗ ПЛИТ (57) Реферат: Группа изобретений относится к бетон частично затвердевает, по крайней мере строительству железнодорожных путей, в часть каждой опоры, расположенной между частности к способу превращения двумя соответствующими шпальными ...

Method for producing ballastless track

FIELD: construction. SUBSTANCE: invention relates to track structure and can be used in construction of non-ballast track for rail vehicles. Making of non-ballast track for rail vehicles with emergency path for road vehicles on bearing structure (1) by means of bearing and guiding device requires installation and orientation of prefabricated track section with rails (8) and sleepers (5). Then the track plate (10) is made by filling sleepers (5). Projecting from track plate (10) part of sleepers (5) and rails (8) are separated by shuttering means. Emergency track (12) is applied by pouring on track plate (10). EFFECT: simple execution, track stability and possibility to withstand emergency track load. 13 cl, 9 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 586 101 C2 (51) МПК E01B 2/00 (2006.01) E01C 9/04 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ (21)(22) Заявка: ИЗОБРЕТЕНИЯ К ПАТЕНТУ 2013134990/11, 23.12.2011 (24) Дата начала отсчета срока действия патента: 23.12.2011 Приоритет(ы): (30) Конвенционный приоритет: (72) Автор(ы): ЛАБОРЕНЦ Петер (CH), КИФЕР Бруно (CH), ХЕНГЕЛЬМАНН Анабель (CH) 27.12.2010 EP 10197028.3 (43) Дата публикации заявки: 10.02.2015 Бюл. № 4 R U (73) Патентообладатель(и): СОННВИЛЬ АГ (CH) (45) Опубликовано: 10.06.2016 Бюл. № 16 (85) Дата начала рассмотрения заявки PCT на национальной фазе: 29.07.2013 (86) Заявка PCT: 2 5 8 6 1 0 1 (56) Список документов, цитированных в отчете о поиске: DE 202009008366 U1, 20.08.2009. DE 202008008157 U1, 29.10.2009. US 1745747 A, 04.02.1930. RU 2148685 C1, 10.05.2000. 2 5 8 6 1 0 1 R U (87) Публикация заявки PCT: WO 2012/089697 (05.07.2012) Адрес для переписки: 129090, Москва, ул. Б. Спасская, 25, строение 3, ООО "Юридическая фирма Городисский и Партнеры" (54) СПОСОБ ИЗГОТОВЛЕНИЯ БЕЗБАЛЛАСТНОГО ПУТИ (57) Реферат: Изобретение относится к верхнему строению путевую секцию с рельсами (8) и шпалами (5). железнодорожного пути и может быть применено Затем заливкой шпал (5) изготавливают ...

Anti-bulging supporting structure of ballastless track high-speed railway and construction method

本发明公开了一种无砟轨道高速铁路的抗隆支护结构及施工方法，抗隆支护结构包括设置在路堑开挖基底面的底拱，所述底拱为板式结构且向下弯曲，在所述底拱下方膨胀土地基中成排间隔设有多根预应力锚索，所述底拱两侧分别设有框架式挡土墙，所述框架式挡土墙与路堑边坡相接触，并与底拱侧面形成刚性连接。本发明通过设置底拱及预应力锚索约束基底的膨胀变形，承担基底的膨胀力，并最终将膨胀力转化为底拱两端切线方向的推力，传递到两侧的框架式挡土墙上，该结构既防止了膨胀土基底的上拱变形，又有利于膨胀土边坡的稳定，减少了两侧边坡的开挖，结构新颖，施工简单，具有广阔的应用前景。

Module of non-ballast rail track

FIELD: construction. SUBSTANCE: invention relates to design of non-ballast rail track modules. Module comprises two reinforced concrete under beams bans connected by crossmembers. Resilient under-rail pads are fitted on said beams. Crossbars are made of two rectangular bands with holes, into which reinforcement of beams is inserted. Cords are connected to each other by beams. Fasteners for fastening of rails are composite. Lower part of retainers is made integral with shroud bandages. EFFECT: simplified design of non-ballast track module. 4 cl, 9 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 699 989 C1 (51) МПК E01B 1/00 (2006.01) E01B 3/38 (2006.01) E01B 2/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E01B 1/002 (2019.05); E01B 3/38 (2019.05); E01B 2/00 (2019.05) (21)(22) Заявка: 2018145177, 18.12.2018 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): Киселев Даниил Викторович (RU), Акимов Александр Александрович (RU) Дата регистрации: 12.09.2019 (45) Опубликовано: 12.09.2019 Бюл. № 26 2 6 9 9 9 8 9 R U (54) Модуль безбалластного рельсового пути (57) Реферат: Изобретение относится к области строения модулей безбалластного железнодорожного пути. Модуль содержит две железобетонных подрельсовых балки, связанные поперечинами. На балки уложены упругие подрельсовые подкладки. Поперечины выполнены из двух прямоугольных бандажей с отверстиями, в Стр.: 1 которые вставлена арматура балок. Бандажи соединены друг с другом швеллерами. Фиксаторы для крепления рельсов выполнены составными. Нижняя часть фиксаторов выполнена заодно с бандажами поперечин. Достигается упрощение конструкции модуля безбалластного пути. 3 з.п. ф-лы, 9 ил. C 1 C 1 Адрес для переписки: 183032, г. Мурманск, ул. Радищева, 12, кв. 41, пат. пов. Кузьминой Ольге Александровне (56) Список документов, цитированных в отчете о поиске: RU 2630362 C1, 07.09.2017. CN 201433334 Y, 31.03.2010. US 2018/0148896 A1, 31.05.2018. US ...

Transport road

FIELD: transport. SUBSTANCE: claimed road comprises two parallel railway rails secured to the bed. Board elements are fitted at said rails and provided with bearing props extending downward located at the lateral bottom area. Locking elements are secured at the rails to be rearranged in height for bearing props to rest thereon. EFFECT: possibility to take up dynamic loads and to use high-speed vehicles. 10 cl, 7 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 573 188 C2 (51) МПК E01B 26/00 (2006.01) E01B 2/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ (21)(22) Заявка: ИЗОБРЕТЕНИЯ К ПАТЕНТУ 2014120756/11, 26.10.2011 (24) Дата начала отсчета срока действия патента: 26.10.2011 (72) Автор(ы): БЮЗЕ Ханс-Йоахим (DE) (73) Патентообладатель(и): БЮЗЕ Ханс-Йоахим (DE) R U Приоритет(ы): (22) Дата подачи заявки: 26.10.2011 (43) Дата публикации заявки: 10.12.2015 Бюл. № 34 (45) Опубликовано: 20.01.2016 Бюл. № 2 2 5 7 3 1 8 8 (56) Список документов, цитированных в отчете о поиске: EP 1253245 B1, 20.12.2006. EP 1355008 A1, 22.10.2003. RU 2085648 C1, 27.07.1997. SU 1048017 A1, 15.10.1983. (85) Дата начала рассмотрения заявки PCT на национальной фазе: 26.05.2014 (86) Заявка PCT: EP 2011/005403 (26.10.2011) 2 5 7 3 1 8 8 R U WO 2013/060344 (02.05.2013) C 2 C 2 (87) Публикация заявки PCT: Адрес для переписки: 129090, Москва, ул. Б. Спасская, 25, строение 3, ООО "Юридическая фирма Городисский и Партнеры" (54) ТРАНСПОРТНЫЙ ПУТЬ (57) Реферат: Изобретение относится к транспортному пути и может быть использовано на выведенных из эксплуатации рельсовых железнодорожных путях. Транспортный путь включает в себя по меньшей мере два параллельных друг другу железнодорожных рельса, закрепленных на основании. На рельсах расположены плитовые элементы, имеющие в боковой нижней области Стр.: 1 выступающие вниз опорные стойки. На рельсах закреплены с возможностью перестановки по высоте фиксирующие элементы, на которые опираются опорные стойки. Достигается возможность ...

Turnout zone and non-turnout zone transition section structure for medium and low-speed magnetic levitation low implantation line

本发明公开了一种中低速磁浮低置线路道岔区与非道岔区过渡段结构，包括非道岔区钢筋混凝土筏板、道岔区钢筋混凝土筏板、钢筋混凝土道岔梁条形基础、多根刚性桩复合地基、多根钢筋混凝土钻孔灌注桩、非道岔区承轨梁、凸台挡块、非道岔区承轨梁搭接平台、非道岔区承轨梁下梯形填筑体、低置线路承轨梁下路基及非道岔区承轨梁外侧路基填料。本发明能确保道岔梁在转动过程中不因地基基础刚度不足产生过大变形，满足道岔梁对基础强度与稳定性的要求。

Hard railway bed for railed vehicles

FIELD: road construction. ^ SUBSTANCE: invention refers to hard railroad way with rails secured to ties; also rails are arranged in man-made construction out of concrete or reinforced concrete. The man-made construction corresponds to a bridge where ties are grouted in concrete of bearing structures of the bridge or in a layer of protecting concrete. The ties are single-block or multi-block. Hard railroad way of the bridge has lengthwise and/or cross reinforcement, at least one end segment and/or at least one cable channel for reception of side forces situated at side and near ties. Protecting concrete layer of hard railroad way of the bridge facilitates hydro-insulation. ^ EFFECT: simplification and reduced cost of fabrication of hard railroad way of the bridge for railway vehicles. ^ 5 cl, 5 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 2 377 361 (13) C2 (51) МПК E01D 19/12 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ, ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (21), (22) Заявка: 2007145415/11, 22.05.2006 (24) Дата начала отсчета срока действия патента: 22.05.2006 (73) Патентообладатель(и): РЕЙЛ.УАН ГМБХ (DE) R U (30) Конвенционный приоритет: 09.06.2005 DE 102005026819.6 (72) Автор(ы): ФРОЙДЕНШТАЙН Штефан (DE) (43) Дата публикации заявки: 20.06.2009 C 2 2 3 7 7 3 6 1 R U C 2 (56) Список документов, цитированных в отчете о поиске: US 3576293 А, 27.04.1971. RU 2003752 С1, 30.11.1993. SU 1131954 А, 30.12.1984. DE 19952803 А1, 07.06.2001. DE 10236534 В3, 27.05.2004. US 3907200 А, 23.09.1975. US 3819114 А, 25.06.1974. US 4923118 А, 08.05.1990. RU 2119991 C1, 10.10.1998. Чернышев М.А. Железнодорожный путь. М.: Транспорт, 1974, с.198-204. Яковлева Т.Г. Железнодорожный путь. - М.: Транспорт, 2001, с.78-86. (85) Дата перевода заявки PCT на национальную фазу: 07.12.2007 (86) Заявка PCT: DE 2006/000881 (22.05.2006) (87) Публикация PCT: WO 2006/131090 (14.12.2006) Адрес для переписки: 129090, Москва, ул.Б.Спасская, 25, стр.3, ООО "Юридическая ...

Structure of high-strength and rapidly-hardening prepacked concrete track for carrying out mechanization and working method thereof

A structure of high-strength and rapidly-hardening prepacked concrete track for carrying out mechanization and working method thereof are provided to dig ballast, construct geotextile, placing a new ballast layer by using a ballast cleaner and a dry type pebble washer. A structure of high-strength and rapidly-hardening prepacked concrete track for carrying out mechanization comprises a geotextile(30), a new ballast layer(21), a concrete sleepers(50), rail clamping units(60), and rails(70). The geotextile is constructed on a road bed(10). The new ballast layer is built on the geotextile. The concrete sleepers are constructed on the new ballast layer in parallel to each other and reinforced horizontally by applying post tension to obtain necessary tensile strength. The rail clamping units are mounted on the sleepers and adjustable ±30mm vertically, ±25mm horizontally when the rails are twisted. The rails are vertically fastened to the sleepers via the rail clamping units. Panels are built at two ends of the geotextile so the lateral sides of the geotextile are independent vertically to the bottom. The new ballast layer is constructed by filling the inner space, in which the geotextile is installed, with high-strength and rapidly-hardening prepacked concrete.

System and method for protection against wrongdoers

Die Erfindung umfasst ein System zum Schutz vor Falschfahrern, umfassend eine zur Detektion von Falschfahrern geeignete Sensoreinheit, eine mit den Sensoreinheiten verbundene Steuereinheit und mindestens ein Warnelement, welches bei Vorliegen einer Falschfahrsituation durch mindestens eine der Steuereinheiten aktiviert wird, und ein Verfahren zur Warnung vor Falschfahrern umfassend die Aktivierung der Warnelemente durch die Sensoreinheiten mittels der Steuereinheit. The invention comprises a system for protection against wrongdoers, comprising a sensor unit suitable for detecting wrong-way drivers, a control unit connected to the sensor units and at least one warning element which is activated by at least one of the control units in the event of a wrong-driving situation, and a method for warning wrong-way drivers comprising the activation of the warning elements by the sensor units by means of the control unit.

Tapping machine

본 발명은 다줄 내경나사 가공장치에 관한 것으로, 공작물 고정용 척(12)이 설치되어 베드(14)위를 슬라이딩운동하는 공작물 캐리지(10)와, 베어링(32)을 이용하여 정반(2)의 일측에 수직으로 설치된 브라켓(20)에 회전가능하도록 설치되며 상기 공작물 캐리지(10)의 하부에 형성된 암나사와 맞물려서 공작물 캐리지(10)를 전/후 이동시키는 리드스크류(30)와, 상기 척(12)에 의하여 고정되는 공작물과 동심상이 되도록 브라켓(20)의 상부에 베어링(42)을 개재시켜 회전가능하도록 설치되며 외주에 칩배출홈(40d)과 절삭날(40e)에 2번각이 형성된 탭(40)과, 상기 공작물 캐리지(10)의 후방에 설치되며 척(12)에 고정되는 공작물을 밀어주는 푸싱 실린더(50)와, 상기 리드스크류(30)와 탭(40)의 축에 각각 설치되어 서로 맞물리는 기어(34)(44)와, 상기 리드스크류(30) 혹은 탭(40)의 축에 설치되는 풀리(46)와, 감속기등을 통과한 모터(60)의 동력을 타이밍벨트(62)를 사용하여 상기 풀리(46)로 전달하는 동력전달부(64)로 구성되는 다줄 내경나사 가공장치를 제공함으로써, 정확한 피치를 갖는 다줄 내경나사의 대량생산이 가능하도록 함과 아울러, 탭의 제작비가 감소되도록 한 것이다. The present invention relates to a multi-line internal thread processing apparatus, the workpiece fixing chuck 12 is installed, the workpiece carriage 10 and sliding bearings on the bed 14, using the bearing 32 of the surface plate 2 A lead screw 30 rotatably installed on a bracket 20 vertically installed at one side and engaged with a female screw formed at a lower portion of the workpiece carriage 10 to move the workpiece carriage 10 before and after, and the chuck 12. Installed in the upper part of the bracket 20 so as to be concentric with the workpiece fixed by the rotating part through the bearing 42, and a tab having a second angle in the chip discharge groove 40d and the cutting edge 40e on the outer periphery ( 40 and a pushing cylinder 50 which is installed at the rear of the workpiece carriage 10 and pushes the workpiece fixed to the chuck 12, and the shafts of the lead screw 30 and the tab 40, respectively. Of the gears 34 and 44 engaged with each other and the lead screw 30 or the tab 40. Multi-row internal thread consisting of a pulley 46 installed on the shaft, and a power transmission unit 64 for transmitting the power of the motor 60 passing through the reduction gear and the like to the pulley 46 using the timing belt 62. By providing a processing device, it is possible to mass-produce multi-threaded internal thread having an accurate ...

Method of underground railway crossing over direct installation of precast concrete slab

PURPOSE: An underground railway crossing construction method directly installing a precast concrete slab is provided to directly install a PC(precast) slab in a construction section of an underground railway crossing and to utilize the PC slab as a main structure, thereby improving a construct ability and an economic feasibility, minimizing the depth of excavation, and enhancing the safety of a train running. CONSTITUTION: An underground railway crossing construction method directly installing a precast concrete slab comprises the following steps: burying multiple pairs of temporary piers under the earth(22) on both sides of a railway(10) in the longitudinal direction of the railway; burying multiple cross beams under the earth to cross the lower part of the railway in order to be supported by the upper ends of the multiple pairs of temporary piers; removing the part of the section in which multiple cross beams are buried for the construction of a first construction section; installing a PC(precast) slab(40) on the first construction section to support multiple cross beams; installing a first replacement railway(12) connected to the railway on the upper surface of the PC slab; constructing a main tunnel by performing a bed excavation under the PC slab; and constructing a underground crossing structure(80) in the main tunnel.

The railway construction method using the precast slab track

The present invention provides a method for constructing a train track using a precast slab track (PST) panel, which comprises: (1) a concrete base construction step of cleaning the top of the ground and constructing a concrete base (430); (2) a PST panel installation step of mounting, on the concrete base (430), multiple PST panel units (420) connected in series to install rails (410) thereon; (3) a PST panel correction step of correcting the horizontality and verticality of the PST panel units (420); (4) a shear anchor installation step of installing a shear anchor (431) on the concrete base (430) through a filler injection hole (422) formed in the PST panel unit (420); (5) a form installation and filler injection step of installing forms (452, 454) between the side of the PST panel unit (420) and the concrete base (430) and injecting a filler (440) between the PST panel unit (420) and the concrete base (430) through the filler injection hole (422); and (6) a train rail installation step of installing the rails (410) on the PST panel units (420).

Radiation imaging equipment

Railway track foundation online reinforcing method

一种铁路轨道基础在线加固方法，首先，在待加固轨的两侧开挖基础坑，回填碎石并夯实、找平，使回填碎石标高与待加固轨枕木的底基础标高相同；然后将待加固轨枕木之间的底基础面找平，将预制的加强枕木从待加固轨的下部穿过，并找正加强枕木，使加强枕木的上表面与加固轨的底面紧密接触，加强枕木的两端分别向待加固轨的两侧延伸；最后在待加固轨的左、右两侧及中间分别布置左侧加强轨、右侧加强轨和中间加强轨，将左侧加强轨、右侧加强轨和中间加强轨与加强枕木固定连接，完成对轨道基础的加固。本发明能够实现在线铁路轨道基础加固，施工期间不会造成铁路运输中断，不影响铁路正常运输，消除铁路基础塌陷的隐患，保证生产稳定运行。

Tunnel structure penetrating through creeping active fault

本发明公开了一种穿越蠕滑活动断层的隧道结构，属于隧道技术领域。一种穿越蠕滑活动断层的隧道结构，包括设置在相邻普通支护之间的断层支护，断层支护通过对围岩超挖施作而成；断层支护包括断层初期支护、第一防水层及断层衬砌；第一防水层与断层初期支护接触并与断层衬砌之间具有间隙，间隙位于隧道底部的位置沿隧道径向间隔设有支撑层；断层衬砌包括间隔设置的并呈环形的支撑件，相邻支撑件通过联轴器铰接，相邻支撑件之间设有止水带。断层初期支护与断层连接在一起，断层支护中的相邻支撑件通过联轴器进行连接，相邻支撑件在空间任意刚体转动、滑动以及扭转，可适应蠕滑活动断层的错动，从而能够有效抵御互动断层带来的影响。

Constrution Structure Of Embedded Rail Track System And Fixing Block For The Same

본 발명은 매립형 철도궤도에서 레일홈통에 레일과 파이프를 동시에 고정시킬 수 있도록 하는 고정블럭 및 이를 이용한 매립형 철도궤도의 설치구조에 관한 것이다. 그 구성은; 열차가 주행하는 선로의 바닥으로서 콘크리트를 타설하여 형성되며 선로의 길이방향으로 레일이 끼워져 안착되도록 레일홈통이 형성된 궤도슬래브; 상기 궤도슬래브의 레일홈통에 인입 설치되는 레일; 레일홈통에 설치된 레일을 위치 고정하기 위한 것으로서 상기 레일의 좌우측에 그의 연장방향을 따라 간격을 두고 설치되는 레일고정부; 상기 레일이 고정된 상태에서 상기 레일홈통에 충전후 경화되는 탄성수지체;를 포함하는 매립형 철도궤도의 설치구조에 있어서; 상기 레일고정부는 한쪽 측면은 상기 레일의 측면에 접하며, 다른쪽 측면은 상기 레일홈의 내측벽을 향하여 설치되되 그 사이에 공간이 마련되도록 이격되게 설치되는 고정블럭; 상기 고정블럭과 상기 레일홈의 내측벽 사이의 공간에 압입 고정되는 쐐기부재;를 포함하는 것을 특징으로 한다. The present invention relates to a fixing block that allows the rail and the pipe to be fixed to the rail gutter at the same time in a buried railroad track and an installation structure of a buried railroad track using the same. Its configuration is; A track slab formed by pouring concrete as a floor of a track on which the train runs, and a rail gutter formed so that rails are fitted and seated in the longitudinal direction of the track; A rail that is installed in the rail gutter of the track slab; A rail fixing portion for fixing the rail installed in the rail gutter, which is installed at intervals along its extending direction on the left and right sides of the rail; In the installation structure of the embedded railroad track comprising; an elastic resin that is cured after filling the rail gutter in a state where the rail is fixed; The rail fixing part is fixed to one side of the rail is in contact with the side of the rail, the other side is installed toward the inner wall of the rail groove, but spaced apart to provide a space therebetween; It characterized in that it comprises a; wedge member is press-fit fixed to the space between the inner wall of the fixing block and the rail groove.

METHOD OF TRANSFORMING A RUT ON A BASIS FROM BALLAST TO A RUT ON A BASIS OF PLATES

1. Способ превращения железнодорожного полотна на основании из балласта, состоящего из балластного слоя (2), установленного на твердом подрельсовом пространстве и из шпал (3), лежащих на балласте, к которым прикреплены рельсы (5) посредством креплений (4), в полотно на основании из плит, отличающийся следующими операциями способа:- балласт (2) удаляют в секции (6), которая проходит через множество шпал (3),- в секции (6) первый ряд шпал (3) удаляют после демонтажа рельсового крепления (4),- в секции (6) вставляют шпальные тюльки (10), вертикально расположенные и прикрепленные к рельсам (5),- в секции (6) вставляют временные вертикально регулируемые опоры (17), на которые опираются рельсы и которые поддерживаются на подрельсовом пространстве,- в области, проходящей через ряд шпальных тюлек (10), как видно в направлении рельсов, заливают бетон (24) от поверхности подрельсового основания вплоть до, по крайней мере, части высоты шпальных тюлек (10),- после того, как заполняющий бетон (24), по крайней мере, частично затвердевает, по крайней мере, часть (19, 20) каждой опоры (17), расположенной между двумя соответствующими шпальными тюльками (10) в направлении рельсов, удаляют.2. Способ согласно п. 1, отличающийся тем, что до удаления первого ряда шпал (3), второй ряд шпал (3) сдвигают вместе на одном конце секции (6) после отвинчивания рельсовых креплений (4).3. Способ согласно п. 2, отличающийся тем, что балласт (2) первоначально удаляют до уровня, расположенного ниже контактной поверхности шпал (3), и после того, как второй ряд шпал (3) сдвинут вместе, оставшийся балласт (2) удаляют вниз до уровня подрельсового основания в область (7), свободную от шпал.4. Способ согласно п. 2 РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (51) МПК E01B 27/04 (13) 2013 154 075 A (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2013154075/11, 06.12.2013 (71) Заявитель(и): Сонневилль АГ (CH) Приоритет(ы): (30) Конвенционный приоритет: 07.12. ...

NON-BALLASTED WAY WITH CONCRETE CANVAS

1. Безбалластный путь с бетонным полотном на конструкции, выполненной из отдельных, расположенных в ряд сегментов, и ! - рельсами (6) для рельсового транспортного средства, которые расположены на бетонном полотне, ! - причем бетонное полотно проходит непрерывно и перекрывает отдельные сегменты, ! - и между бетонным полотном и сегментами расположен скользящий слой (10), ! отличающийся тем, что ! - бетонное полотно представляет собой бетонный профиль (7), в котором воспроизведен характер участка безбалластного пути в отношении кривизны и поперечного уклона, и ! - в области соседних торцевых сторон двух граничащих друг с другом сегментов расположено перекрывающее обе торцевые стороны приспособление (200) для восприятия изменения положения соседних торцевых сторон, которое предотвращает действие критических сил на бетонный профиль (7) и не оказывает существенного негативного влияния на действие скользящего слоя. ! 2. Безбалластный путь по п.1, отличающийся тем, что сегмент (2) опирается на неподвижную опору (15) и подвижную опору (16), а бетонный профиль (7) в области неподвижной опоры (15) сегмента (2) жестко соединен с ним. ! 3. Безбалластный путь по п.1, отличающийся тем, что в нем предусмотрено жесткое соединение сегмента (2) и бетонного профиля (7) с помощью соединительных элементов, таких как анкеры (18), в частности, винтовые анкеры, хомуты или дюбели. ! 4. Безбалластный путь по п.1, отличающийся тем, что приспособление (200) содержит упругий слой, в частности, слой (20) жесткого пенопласта или слой эластомера между сегментом (2) и бетонным профилем (7). ! 5. Безбалластный путь по п.1, отличающийся тем, что приспособление (200) на упругом слое (20) им� РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 2009 131 063 (13) A (51) МПК E01B 1/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ, ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2009131063/11, 07.01.2008 (71) Заявитель(и): МАКС БЕГЛЬ БАУУНТЕРНЕМУНГ ГМБХ УНД КО. КГ (DE) Приоритет(ы): ( ...

Precast concrete slab for precast slab track, its horizental supporting system, and its construction methods

본 발명은 프리캐스트 슬래브궤도용 프리캐스트 콘크리트 슬래브와 그의 수평방향 지지구조 및 시공방법에 관한 것으로 특히, 복수개의 개구부를 구비하고 지반 또는 안정화기초 위에 설치되는 프리캐스트 콘크리트 슬래브와; 상기 프리캐스트 콘크리트 슬래브의 개구부를 통해 지반 또는 안정화기초에 천공된 구멍에 끼워져 설치되는 전단 연결재와; 개구부를 포함하여 프리캐스트 콘크리트 슬래브의 저면과 지반 또는 안정화기초 사이에 충진되어 경화되는 채움재로 구성함은 물론 지반 및 안정화기초의 부설단계와; 프리캐스트 콘크리트 슬래브를 부설하는 단계와; 상기 프리캐스트 콘크리트 슬래브의 개구부를 통해 지반 및 안정화기초 상에 전단 연결재를 설치하는 단계와; 상기 프리캐스트 콘크리트 슬래브의 개구부 및 그의 저면과 지반 또는 안정화기초 사이에 채움재를 타설하는 단계로 이루어진 것이다. 따라서, 열차 하중에 대한 프리캐스트 콘크리트 슬래브에 대한 수평방향의 저항력을 증대시킬 수 있고, 프리캐스트 콘크리트 슬래브와 하부 기층과의 상대변위 억제를 통해 궤도의 안정성을 향상시킬 수 있으며, 기존 공법에 비해 상대적으로 간편하게 시공할 수 있는 것이다. 지반 및 안정화기초, 프리캐스트 콘크리트 슬래브, 전단 연결부재, 채움재 The present invention relates to a precast concrete slab for precast slab tracks, a horizontal support structure and a construction method thereof, and in particular, a precast concrete slab having a plurality of openings and installed on a ground or stabilized foundation; A shear connecting member fitted into a hole drilled in the ground or stabilization foundation through the opening of the precast concrete slab; A step of laying ground and stabilization foundation, as well as a filling material which is filled and hardened between the bottom of the precast concrete slab and the ground or stabilization foundation including an opening; Laying the precast concrete slab; Installing a shear connector on ground and stabilization foundation through openings in the precast concrete slab; Placing a filler between the opening of the precast concrete slab and its bottom and ground or stabilization foundation. Therefore, it is possible to increase the horizontal resistance to the precast concrete slab against the train load, and to improve the stability of the track by suppressing the relative displacement between the precast concrete slab and the base layer, and compared with the conventional construction method. It can be easily installed. Soil and Stabilization Foundation, Precast Concrete Slab, Shear Connection, Filler

Non-ballast track with concrete surface

FIELD: transport. SUBSTANCE: non-ballast track with concrete surface on bearing structure composed of separate lined segments 2 and rails 6 mounted on concrete surface. Note here that said concrete surface extends continuously to cover separate segments 2. Note also that sliding layer is arranged between concrete surface and said segments 2. Concrete surface represents a layer of concrete profile 7 reproducing shape on non-ballast track relative to curvature and bank. Note also that appliance 200 to perceive variation of position of adjacent face sides 13 of abutting segments 2 is arranged to overlap both face sides 13 and prevent influence of critical forces on concrete profile 7 but does not affect the action of sliding layer 10. Said appliance 200 comprise elastic layer to support concrete profile 7 and to cover both face surfaces 13 of segments 2. Said elastic layer is located between segments 2 and concrete profile 7 that covers both face sides 13 of segments 2 to make continuous surface. EFFECT: ease of making, stability and reliability in operation. 17 cl, 6 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 2 472 893 (13) C2 (51) МПК E01B E01B 2/00 1/00 (2006.01) (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (21)(22) Заявка: 2009131063/11, 07.01.2008 (24) Дата начала отсчета срока действия патента: 07.01.2008 (73) Патентообладатель(и): МАКС БЕГЛЬ БАУУНТЕРНЕМУНГ ГМБХ УНД КО. КГ (DE) R U Приоритет(ы): (30) Конвенционный приоритет: 17.01.2007 DE 102007003351.8 (72) Автор(ы): РАЙХЕЛЬ Дитер (DE) (43) Дата публикации заявки: 27.02.2011 Бюл. № 6 2 4 7 2 8 9 3 (45) Опубликовано: 20.01.2013 Бюл. № 2 (56) Список документов, цитированных в отчете о поиске: DE 2443770 A1, 25.03.1976. DE 19620731 A1, 27.11.1997. DE 19806566 A1, 19.08.1999. DE 1459714 A1, 05.12.1968. RU 2100523 С1, 27.12.1997. 2 4 7 2 8 9 3 R U (86) Заявка PCT: EP 2008/050086 (07.01.2008) C 2 C 2 (85) Дата начала рассмотрения заявки PCT на национальной фазе: 17.08. ...

Device and method for securing functional objects between two rails

Dispositif (1) pour la fixation d'objets fonctionnels entre les rails (2,3) d'une voie ferrée comprenant : ‐ une unité de base (4) dimensionnée de manière à être disposée entre lesdits rails (2,3), ‐ un premier élément de fixation (5,7) agencé de manière à fixer une partie de l'unité de base (4) à l'un (2) desdits rails, ‐ un deuxième élément de fixation (6,8) agencé de manière à fixer une autre partie de l'unité de base à l'autre (3) desdits rails, ‐ au moins un élément d'attache (9,10) agencé de manière à fixer l'unité de base (4) à au moins un objet fonctionnel (11). L'invention se rapporte également à un procédé et à une machine pour la pose et la fixation d'objets fonctionnels (11) entre les rails (2,3) d'une voie ferrée. Un procédé inverse et la machine peuvent également être utilisés pour la dépose des objets fonctionnels (11).

Method for rail track structure production

FIELD: rail track production, particularly to construct railroads with ballast layer and rails secured to sleepers and laid on the ballast layer. SUBSTANCE: method involves constructing lower structure 5 by light-weight concrete, namely foamed concrete with 400-7-kg/m 3 dry density pouring; laying previously formed bed segments S on lower structure 5 to create concrete bed 4 with longitudinal side walls 4a, 4b; cementing bed segments with each other along with inserting rails 1, 2 connected to sleepers 3 between side walls 4a, 4b. EFFECT: decreased maintenance time, increased soundproofing of the structure. 10 cl, 6 dwg ÐÎÑÑÈÉÑÊÀß ÔÅÄÅÐÀÖÈß RU (19) (11) 2 314 382 (13) C2 (51) ÌÏÊ E01B 1/00 E01B 2/00 (2006.01) (2006.01) ÔÅÄÅÐÀËÜÍÀß ÑËÓÆÁÀ ÏÎ ÈÍÒÅËËÅÊÒÓÀËÜÍÎÉ ÑÎÁÑÒÂÅÍÍÎÑÒÈ, ÏÀÒÅÍÒÀÌ È ÒÎÂÀÐÍÛÌ ÇÍÀÊÀÌ (12) ÎÏÈÑÀÍÈÅ ÈÇÎÁÐÅÒÅÍÈß Ê ÏÀÒÅÍÒÓ (21), (22) Çà âêà: 2005137686/11, 03.06.2004 (72) Àâòîð(û): ÃÐÀÔ ÔÎÍ ÄÅÐ ØÓËÅÍÁÓÐÃ-ÂÎËÜÔÑÁÓÐà Ãþíöåëü Äð. (DE) (24) Äàòà íà÷àëà îòñ÷åòà ñðîêà äåéñòâè ïàòåíòà: 03.06.2004 (43) Äàòà ïóáëèêàöèè çà âêè: 10.07.2006 R U (73) Ïàòåíòîîáëàäàòåëü(è): ÃÐÀÔ ÔÎÍ ÄÅÐ ØÓËÅÍÁÓÐÃ-ÂÎËÜÔÑÁÓÐà Ãþíöåëü Äð. (DE) (30) Êîíâåíöèîííûé ïðèîðèòåò: 04.06.2003 (ïï.1-10) DE 10325166.9 (45) Îïóáëèêîâàíî: 10.01.2008 Áþë. ¹ 1 2 3 1 4 3 8 2 (56) Ñïèñîê äîêóìåíòîâ, öèòèðîâàííûõ â îò÷åòå î ïîèñêå: DE 4309392 A1, 29.09.1994. DE 10004626 A1, 23.08.2001. DE 4401260 C1, 18.05.1995. EP 1258563 A2, 20.11.2002. DE 10004194 A1, 09.08.2001. RU 2127786 C1, 20.03.1999. (85) Äàòà ïåðåâîäà çà âêè PCT íà íàöèîíàëüíóþ ôàçó: 02.12.2005 2 3 1 4 3 8 2 R U (87) Ïóáëèêàöè PCT: WO 2004/109016 (16.12.2004) C 2 C 2 (86) Çà âêà PCT: DE 2004/001156 (03.06.2004) Àäðåñ äë ïåðåïèñêè: 129010, Ìîñêâà, óë. Á.Ñïàññêà , 25, ñòð.3, ÎÎÎ "Þðèäè÷åñêà ôèðìà Ãîðîäèññêèé è Ïàðòíåðû", ïàò.ïîâ. Å.È.Åìåëü íîâó (54) ÑÏÎÑÎÁ ÏÐÎÈÇÂÎÄÑÒÂÀ ÊÎÍÑÒÐÓÊÖÈÈ ÐÅËÜÑÎÂÎÃÎ ÏÓÒÈ (57) Ðåôåðàò: Èçîáðåòåíèå îòíîñèòñ ê ñïîñîáàì ïðîèçâîäñòâà êîíñòðóêöèè ðåëüñîâîãî ïóòè äë ðåëüñîâûõ òðàíñïîðòíûõ ñðåäñòâ, â ÷àñòíîñòè æåëåçíûõ äîðîã, ñ ...

Construct Method of Subway Rail Track Panel

The present invention relates to a method for constructing an underground railway track panel and, more specifically, to a method for constructing a precast concrete slab track (PST) on a concrete roadway. According to one of various embodiments of the present invention, a method for constructing an underground railway track panel comprises the steps of: (a′) installing temporary tracks wider than PST panels (hereinafter referred to as panels) on a concrete roadway of a main track tunnel; (b′) carrying a dedicated truck having the panels in a connection path connected to the main track tunnel through a vertical hole with a car lift provided on the ground, wherein the dedicated truck is moved to the main track tunnel along the connection path; (c′) moving the panels loaded on the dedicated truck through a forklift, unloading the same at an exact location by using a disposition carrying lift, and disposing the same; (d′) lifting the unloaded panels with a conveyance carrying lift, conveying the same to a panel landing place along a temporary track, and then landing the same on wooden props placed on the concrete roadway; and (e′) receiving a filler in a concrete mixer-mounted trolley conveyed along the temporary track through vertical pipes installed in the vertical hole, conveying the trolley to a filler injection place, temporarily installing casts on both sides of the panels, fixing the casts to the concrete roadway, and injecting the filler into the concrete roadway, the bottom surface of the panels, and upper surfaces of injection holes formed in the centers of the panels. Thus, the method can construct high-quality PST panels having satisfactory linearity.

Waterproof structure in ballastless track of roadbed, construction method and application

本发明公开了一种路基无砟轨道内防水结构、施工方法及应用，该结构为：在上层的无砟轨道、线间封闭层、线外封闭层与下层的级配碎石层之间形成一个连续、全封闭的隔水阻断层；施工方法为：抬起无砟轨道至预设高度，在上层的无砟轨道、线间封闭层、线外封闭层与下层的级配碎石层之间形成缝隙，并对两侧进行封边；布设注浆管和排气孔；通过注浆管内将聚合物防水材料灌入缝隙内，形成一个连续、全封闭的隔水阻断层；该应用为：用于治理无砟轨道路基翻浆冒泥。本发明可在上层的无砟轨道、线间封闭层、线外封闭层与下层的级配碎石层之间形成一个连续、全封闭的隔水阻断层，其可有效限制外界水的渗入，从根本上解决了翻浆冒泥的问题，且不易复发。

Track structure for direct connecting with concrete-filled steel pipe, and constructing method for the same

직진성이 우수하고 제작 및 운반이 용이한 강관(Steel Pipe)을 이용하여 궤도구조를 부설함으로써 궤도틀림을 감소시키고, 공사비를 절감할 수 있으며, 콘크리트가 충진된 파이프형 강관 위에 레일 체결장치를 직접 부설하여 궤도틀림을 억제하고, 시공 정밀도를 향상시킬 수 있고, 강관 내에 충진되는 콘크리트에 의해 궤도의 강성 및 자중을 확보함으로써 열차의 주행 안정성을 향상시킬 수 있는, 콘크리트가 충진된 강관 직결 궤도 및 그 시공 방법이 제공된다. It is possible to reduce the trajectory error and reduce the construction cost by laying the track structure using the steel pipe which is excellent in straightness and easy to manufacture and to transport and it is possible to reduce the construction cost and to install the rail fastening device directly on the concrete pipe- A concrete-filled steel pipe direct track and its construction which can improve the running stability by securing the rigidity and self weight of the track by the concrete filled in the steel pipe. Method is provided.

Apparatus for prevention of vivration of railroad

본 발명은 기존의 침목 및 도상 콘크리트 시설물을 활용하되, 침목 및 레일이 콘크리트 도상에 비고정식으로 설치되도록 하여 각 방향으로부터의 충격하중을 효과적으로 흡수함으로써, 방진성을 증대시키고 선로파괴를 최소화할 수 있도록 한 궤도 방진장치에 관한 것으로, 도상 콘크리트에 구비된 방진상자의 내측 저면과 침목블럭의 저면 사이에 삽입되며, 탄성재질로 이루어져 침목블럭을 통해 전달되는 수직방향 하중에 의해 변형되면서 하중을 흡수하는 제1하중흡수수단; 침목블럭의 상면과 레일의 저면 사이에 삽입되며, 탄성재질로 이루어져 레일을 통해 전달되는 수직방향하중에 의해 변형되면서 하중을 흡수하는 제2하중흡수수단; 레일 하부의 횡방향 연장부의 양측과 각 클립걸이 사이에 삽입되며, 탄성재질로 이루어져 레일을 통해 전달되는 횡방향 하중에 의해 변형되면서 하중을 흡수하는 제3하중흡수수단; 그 일측 하단이 상기 침목블럭의 상면에 밀착되고, 그 타측 하단이 상기 레일의 횡방향 연장부 상면을 눌러 가압하도록 상기 클립걸이에 결합되어 레일을 지지하되, 탄성재질로 이루어져 열차의 운행에 따른 수직방향 및 횡방향 하중에 의해 레일이 상하방향 및 횡방향으로 변위될 수 있도록 하는 레일지지수단; 및 상기 레일지지수단을 클립걸이에 결합시키기 위한 결합수단을 포함하는 궤도 방진장치를 제공하며, 철도의 진동 및 소음을 경감시키기 위해 이용된다. 방진패드, 스폰지패드, 레일패드, 가드 블럭, 레일클립, 스프링 와셔 The present invention utilizes existing sleepers and in-concrete concrete facilities, so that the sleepers and rails can be installed in a fixed manner on the concrete, effectively absorbing the impact loads from each direction, thereby increasing dust resistance and minimizing line breakage. 1. A track dustproof device, comprising: a first material inserted between an inner bottom surface of a dustproof box provided in a concrete and a bottom surface of a sleeper block, and made of an elastic material and deformed by a vertical load transmitted through the sleeper block to absorb a load Load absorbing means; A second load absorbing means inserted between an upper surface of the sleeper block and a bottom surface of the rail, the second load absorbing means made of an elastic material and deformed by a vertical load transmitted through the rail; A third load absorbing means inserted between both sides of each of the transverse extension parts of the lower part of the rail and each clip hook, and made of an elastic material and deformed by a transverse load transmitted through the rail to absorb the load; The lower end of one side is in close contact with the upper surface of the sleeper block, the lower end of the other side is coupled to the clip hook so as ...

Construction technology of ballast bed of bridge double-block ballastless track

本发明涉及高速铁路客运专线修建工艺领域，公开了一种桥上双块式无砟轨道道床施工工艺，其包括如下步骤：第一步，确保桥梁沉降满足施工要求；第二步，清理桥面；第三步，施工防撞墙、伸缩缝和防水层；第四步，铺设保护层和预埋抗剪凸台；第五步，铺设隔离层；第六步，组装轨排；第七步，铺设面层钢筋层；第八步，精调轨排；第九步，道床板混凝土浇筑。本发明的优点在于，通过施工支撑调整装置的应用和工艺操作控制，使双块式轨排系统的几何空间位置在整个施工过程中保持稳固、可无级调整；提高桥上双块式无砟轨道铺设精度，有效提高施工质量。

RAIL BEDROOM AND BALLAST-FREE DESIGN OF RAILWAYS

ÐÎÑÑÈÉÑÊÀß ÔÅÄÅÐÀÖÈß (19) RU (51) ÌÏÊ 7 (11) 2004 129 299 (13) A E 01 B 1/00 ÔÅÄÅÐÀËÜÍÀß ÑËÓÆÁÀ ÏÎ ÈÍÒÅËËÅÊÒÓÀËÜÍÎÉ ÑÎÁÑÒÂÅÍÍÎÑÒÈ, ÏÀÒÅÍÒÀÌ È ÒÎÂÀÐÍÛÌ ÇÍÀÊÀÌ (12) ÇÀßÂÊÀ ÍÀ ÈÇÎÁÐÅÒÅÍÈÅ (21), (22) Çà âêà: 2004129299/11, 21.01.2003 (71) Çà âèòåëü(è): ÕÀÉÔËÀÉÅÐ ÈÍÂÅÑÒÌÅÍÒÑ ÝÍÄ ÒÐÅÉÄÈÍà 6 (ÏÒÈ) ËÈÌÈÒÅÄ (ZA) (30) Ïðèîðèòåò: 01.03.2002 ZA 2002/1735 (43) Äàòà ïóáëèêàöèè çà âêè: 27.05.2005 Áþë. ¹ 15 (86) Çà âêà PCT: ZA 03/00010 (21.01.2003) (74) Ïàòåíòíûé ïîâåðåííûé: Àãóðååâ Àëåêñàíäð Ïàâëîâè÷ Àäðåñ äë ïåðåïèñêè: 103735, Ìîñêâà, óë. Èëüèíêà, 5/2, ÎÎÎ "Ñîþçïàòåíò", ïàò.ïîâ. À.Ï.Àãóðååâó R U Ôîðìóëà èçîáðåòåíè 1. Ïðåäâàðèòåëüíî èçãîòîâëåííà øïàëà äë [10] ðåëüñà, ïðåäíàçíà÷åííà äë èñïîëüçîâàíè ïðè ñòðîèòåëüñòâå êîíñòðóêöèè [30] æåëåçíîäîðîæíîãî ïóòè, ïðè÷åì øïàëà [10] ñîäåðæèò óäëèíåííóþ ÷àñòü [12] êîðïóñà, ïðåäíàçíà÷åííóþ äë óñòàíîâêè íà íåå ðåëüñîâ [14], ïðè÷åì ÷àñòü [12] êîðïóñà ñîäåðæèò âåðõíþþ ñòîðîíó [12.1], íèæíþþ ñòîðîíó [12.2] è, ïî ìåíüøåé ìåðå, äâå áîêîâûå ñòîðîíû [12.3]; è çàêàí÷èâàåòñ , ïî ìåíüøåé ìåðå, íà îäíîì êîíöå ïåðåõîäíûì ñîåäèíåíèåì [16], ðàçìåðû êîòîðîãî ïîçâîë þò ñîñòûêîâûâàòü åãî ñ ïåðåõîäíûì ñîåäèíåíèåì [16], èìåþùèì âçàèìîäîïîëí þùèå ðàçìåðû, ñîñåäíåé øïàëû [10] äë ðåëüñîâ ïðè èñïîëüçîâàíèè, äë ôîðìèðîâàíè , ïî ñóùåñòâó, íåïðåðûâíîé êîíñòðóêöèè [30] æåëåçíîäîðîæíîãî ïóòè. 2. Øïàëà [10] ïî ï.1, îòëè÷àþùà ñ òåì, ÷òî ÷àñòü [12] êîðïóñà çàêàí÷èâàåòñ íà îáîèõ êîíöàõ ïåðåõîäíûì ñîåäèíåíèåì [16], ïðè ýòîì èñïîëüçóþò òàêóþ êîìïîíîâêó, ÷òî, êîãäà ïîñëåäîâàòåëüíîñòü øïàë [10] äë ðåëüñîâ óêëàäûâàþò âñòûê íà ïîëîòíî æåëåçíîäîðîæíîãî ïóòè, îíè âìåñòå ôîðìèðóþò, ïî ñóùåñòâó, íåïðåðûâíóþ êîíñòðóêöèþ [30] æåëåçíîäîðîæíîãî ïóòè, áåç íåîáõîäèìîñòè îáåñïå÷åíè íåïðåðûâíîãî ñîåäèíåíè àðìàòóðû ìåæäó ñîñåäíèìè øïàëàìè [10]. 3. Øïàëà [10] ïî ïï.1 è 2, îòëè÷àþùà ñ òåì, ÷òî øïàëû [10] äë ðåëüñîâ óëîæåíû âñòûê íà áåçáàëëàñòíîì ïîëîòíå æåëåçíîäîðîæíîãî ïóòè òàêèì îáðàçîì, ÷òî ìåæäó ïåðåõîäíûìè ñîåäèíåíè ìè [16] ñîñåäíèõ øïàë [10] îáðàçóåòñ çàçîð [18] ïåðåõîäíîãî ñîåäèíåíè , ...

Interior guide type track switch, track and Rail Transit System

本实用新型公开了一种内导向式道岔、轨道及轨道交通系统，内导向式道岔包括：固定梁和活动梁。固定梁包括相对设置的第一边梁和第二边梁，活动梁可移动地设在第一边梁和第二边梁之间以限定出第一行车通道和第二行车通道。第一边梁上设有第一延伸部，活动梁上设有第二延伸部，当活动梁移动至第一位置以限定出第一行车通道时，第一延伸部和第二延伸部均朝向第一行车通道内侧延伸；第二边梁上设有第三延伸部，活动梁上设有第四延伸部，当活动梁移动至第二位置以限定出第二行车通道时，第三延伸部和第四延伸部均朝向第二行车通道内侧延伸。根据本实用新型实施例的内导向式道岔，结构简单、安装方便，可以提升列车的运行安全性能。

Method for constructing embedded rail track

본 발명은 레일매립궤도 시공방법에 관한 것으로, 본 발명은 시공될 레일매립궤도에 따라 기초콘크리트를 시공하는 단계; 상기 기초콘크리트 위에 철근을 배근하여 철근구조물을 설치하는 단계; 상기 기초콘크리트에, 레일홈들이 구비된 슬래브본체를 형성하기 위하여 본체성형용 거푸집을 설치하는 단계; 상기 본체성형용 거푸집에 콘크리트를 타설하여 두 개의 레일홈이 구비된 슬래브본체를 시공하는 단계; 상기 슬래브본체의 레일홈들에 각각 레일을 위치시키는 단계; 상기 슬래브본체의 레일홈들에 각각 위치한 레일들의 위치를 조절하는 레일위치조절지그를 상기 슬래브본체에 설치하는 단계; 상기 레일위치조절지그로 상기 레일들의 위치를 조절하여 가고정하는 단계; 상기 슬래브본체의 레일홈들에 각각 1차로 레일고정수지를 타설하여 레일을 탄성 고정하는 단계; 상기 레일위치조절지그를 슬래브본체로부터 제거하는 단계; 상기 슬래브본체의 레일홈들에 각각 2차로 레일고정수지를 타설하는 단계;를 포함한다. 본 발명에 따르면, 레일이 매립되는 레일매립형 궤도의 시공이 간단하고 레일을 설정된 위치에 정확하게 매립하게 되며 레일에 발생되는 진동 및 충격을 흡수하여 외부로 전달되는 것을 최소화한다. The present invention relates to a rail buried track construction method, the present invention comprising the steps of constructing a foundation concrete according to the rail buried track to be constructed; installing a reinforcing bar structure by reinforcing reinforcing bars on the foundation concrete; installing a formwork for forming a body in the base concrete to form a slab body provided with rail grooves; constructing a slab body provided with two rail grooves by pouring concrete into the formwork for forming the body; positioning rails in the rail grooves of the slab body; installing a rail position adjusting jig to the slab body for adjusting the positions of the rails respectively located in the rail grooves of the slab body; adjusting and temporarily fixing the positions of the rails with the rail position adjusting jig; elastically fixing the rails by first pouring a rail fixing resin into the rail grooves of the slab body; removing the rail position adjusting jig from the slab body; and secondly pouring rail fixing resin into the rail grooves of the slab body. According to the present invention, the construction of a rail-embedded track in which the rail is embedded is simple, the rail is accurately embedded in a set position, and the vibration and shock generated in the rail are absorbed and transmitted to the outside is minimized.

Sliding slab track for railway bridge and construction method of sliding slab track for railway bridge

본 발명은 철도 교량 상판과 분리 가변 되는 슬라이딩 슬래브 및 슬라이딩 슬래브의 횡 응력 변형을 철도 교량 상판의 손상 없이 억제시키는 수단이 구비되는 철도 교량용 슬라이딩 궤도 및 철도 교량용 슬라이딩 궤도 시공방법에 관한 것으로서, 철도 교량의 교축방향으로 길게 형성되며 상기 교량 상부에 설치되는 콘크리트 슬래브와, 콘크리트 슬래브 상면에 설치되는 레일로 이루어지며, 철도 교량 상판에 대하여 가변 가능한 슬라이딩 궤도 판과, 상기 슬라이딩 궤도 판 저면에 부착되는 제1마찰저감부재와, 상기 교량 상판의 상면에 부착되는 제2마찰저감부재로 이루어지는 수평면 마찰 저감 층과, 강성 브라켓으로서, 상기 슬라이딩 궤도 판의 양 측면에 밀착되게 배치되고, 상기 철도 교량 상판의 상면에 체결부재로 고정되는 횡방향지지블록으로 이루어짐으로써, 슬라이딩 궤도 판에 대한 철도 교량 상판의 신축에 의한 변위의 영향이 차단되면서도 슬라이딩 궤도 판의 횡방향 변형이 효과적으로 억제될 수 있으며, 교량 상판에도 손상이 최소화 될 수 있는 한편, 설치 비용이 최소화 될 수 있고, 미리 제작하여 현장에서 바로 조립 가능하므로 설치 시간과 노력이 최소화되는 철도 교량용 슬라이딩 궤도 및 철도 교량용 슬라이딩 궤도 시공방법을 제공하고자 한다.

Method of designing longitudinal profile of railway track

Изобретение относится к проектированию и строительству железных дорог, а именно к сопряжению элементов продольного профиля железнодорожного пути. Для проектирования продольного профиля железнодорожного пути проектируют продольный профиль железнодорожной линии. Профиль разбивают на элементы и определяют вид сопряжения элементов в соответствии с нормами. Вертикальную кривую постоянного радиуса заменяют на две симметричные друг другу вертикальные кривые, радиус каждой из которых переменный в пределах кривой. В точке соединения симметричных кривых величина радиуса равна величине постоянного радиуса заменённой вертикальной кривой. Суммарная длина симметричных вертикальных кривых больше длины заменённой вертикальной кривой. Достигается возможность повышения плавности и безопасности движения поезда. 3 ил. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 587 770 C1 (51) МПК E01B 2/00 (2006.01) E01C 1/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ (21)(22) Заявка: ИЗОБРЕТЕНИЯ К ПАТЕНТУ 2015112985/11, 08.04.2015 (24) Дата начала отсчета срока действия патента: 08.04.2015 (45) Опубликовано: 20.06.2016 Бюл. № 17 2 5 8 7 7 7 0 R U (54) СПОСОБ ПРОЕКТИРОВАНИЯ ПРОДОЛЬНОГО ПРОФИЛЯ ЖЕЛЕЗНОДОРОЖНОГО ПУТИ (57) Реферат: Изобретение относится к проектированию и заменяют на две симметричные друг другу строительству железных дорог, а именно к вертикальные кривые, радиус каждой из которых сопряжению элементов продольного профиля переменный в пределах кривой. В точке железнодорожного пути. Для проектирования соединения симметричных кривых величина продольного профиля железнодорожного пути радиуса равна величине постоянного радиуса проектируют продольный профиль заменённой вертикальной кривой. Суммарная железнодорожной линии. Профиль разбивают на длина симметричных вертикальных кривых элементы и определяют вид сопряжения больше длины заменённой вертикальной кривой. элементов в соответствии с нормами. Достигается возможность повышения плавности Вертикальную кривую ...

Plate for rail track, passively absorbing dynamic vibrations

FIELD: construction. SUBSTANCE: plate for a rail track, passively absorbing dynamic vibrations, contains the main plate part. The additional mass unit is provided in the space area, in which there is no contact with the rail. Between the unit and the main plate part a flexible connection is made, having the rigidity and the ability to provide cushioning effect. EFFECT: possibility of effective vibrations reduce. 12 cl, 17 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 624 147 C1 (51) МПК E01B 1/00 (2006.01) E01B 3/40 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ФОРМУЛА (21)(22) Заявка: ИЗОБРЕТЕНИЯ К ПАТЕНТУ РОССИЙСКОЙ ФЕДЕРАЦИИ 2016102953, 21.07.2014 (24) Дата начала отсчета срока действия патента: 21.07.2014 Дата регистрации: Приоритет(ы): (30) Конвенционный приоритет: (45) Опубликовано: 30.06.2017 Бюл. № 19 (73) Патентообладатель(и): ЧАЙНА РЭЙЛВЕЙ ЭРЮАНЬ ИНЖИНИРИНГ ГРУП КО., ЛТД (CN) (85) Дата начала рассмотрения заявки PCT на национальной фазе: 29.01.2016 (56) Список документов, цитированных в отчете о поиске: UA 56680 A, 15.05.2003. CN 1621617 A, 01.06.2005. EP 1258563 B1, 12.01.2005. RU 2149936 C1, 27.05.2000. (86) Заявка PCT: CN 2014/000686 (21.07.2014) 2 6 2 4 1 4 7 30.07.2013 CN 201310325279.6; 30.10.2013 CN 201310524476.0; 30.10.2013 CN 201310528573.7; 30.10.2013 CN 201310526937.8 R U 30.06.2017 (72) Автор(ы): ЧЖУ Ин (CN), ЯНЬ Хуа (CN), ЯН Цзе (CN), ЯН Цзичжун (CN), ЛИНЬ Хунсун (CN), ЧЖАН Лэй (CN), ЦАЙ Вэньфэн (CN), ФУ Лилинь (CN), ЧЖЭН Сяоянь (CN), ЛИ Чжунцзи (CN) 2 6 2 4 1 4 7 R U WO 2015/014096 (05.02.2015) Адрес для переписки: 123242, Москва, пл. Кудринская, д. 1, а/я 35, "Михайлюк, Сороколат и партнеры - патентные поверенные" (54) ПАССИВНО ПОГЛОЩАЮЩАЯ ДИНАМИЧЕСКИЕ ВИБРАЦИИ ПЛИТА ДЛЯ РЕЛЬСОВОГО ПУТИ (57) Формула изобретения 1. Пассивно поглощающая динамические вибрации плита для рельсового пути, содержащая основную часть (10) плиты для рельсового пути, отличающаяся тем, что в указанной основной части (10) плиты для рельсового пути, ...

MONOLITHIC WAY ON THE BRIDGE FOR RAIL VEHICLES

1. Монолитный путь на мосту для рельсовых транспортных средств, причем монолитный путь состоит из плиты пролетного строения моста (2), несущей плиты (1), закрывающей пролетное строение и состоящей из продольного выступа и стопора, а также плиты верхнего строения (8) с продольными ребрами, на которой находятся рельсы с крепежными средствами, ! отличающийся тем, что ! несущая плита (1) с продольным углублением (4) имеет стопор (5) на уровне середины расположенной над ней плиты верхнего строения (8) и продольное углубление (7) несущей плиты (1) в этой области прерывается стопором (5) на участке длиной от 60 до 100 см, а плита верхнего строения (8) имеет продольное ребро (4), в середине которого на участке длиной от 65 до 105 см есть выемка (6), в которую с кинематическим замыканием входит стопор (5) несущей плиты (1). ! 2. Монолитный путь по п.1, отличающийся тем, что на краях продольного ребра (4) есть опорные прокладки. ! 3. Монолитный путь согласно по пп.1 и 2, отличающийся тем, что на края продольного ребра (7) наклеены эластомерные полосы в качестве опорных прокладок. ! 4. Монолитный путь по п.1, отличающийся тем, что под несущей плитой (1) расположен защитный бетонный слой (3). ! 5. Монолитный путь по п.1, отличающийся тем, что между плитой пролетного строения моста (2) и несущей плитой (1) или защитным бетонным слоем (3) расположено уплотнение (11). ! 6. Монолитный путь по п.1, отличающийся тем, что на несущей плите (1) на расстоянии от 600 до 800 см от стопора (5) с каждой стороны находятся поперечные желобки (9; 10), которые могут иметь ширину от 8 до 12 см, располагаются по всей длине несущей плиты (1) и проходят через продольное ребро (4). ! 7. Монолитный путь по п.1, отличающийся РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 2010 142 940 (13) A (51) МПК E01D 19/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (71) Заявитель(и): ДБ НЕТЦ АГ (DE) (21)(22) Заявка: 2010142940/03, 05.03.2009 Приоритет(ы): (30) Конвенционный ...

Method for manufacturing prefabricated solid bed track having three dimensions solid shape and laying method of concrete solid bed track using prefabricated solid bed track manufactured by the same method

PURPOSE: A method for manufacturing a prefabricated direct fastened track having a three-dimensional shape and a concrete direct fastened track construction method using a prefabricated direct fastened track manufactured by the method are provided to improve the coupling force and fitness between concrete roadbed and a direct fastened track fastening device. CONSTITUTION: A method for manufacturing a prefabricated direct fastened track having a three-dimensional shape is as follows. A temporary assembly line is installed. A temporary rail is installed in the temporary assembly line, corresponding to horizontal alignment, slope, and cant that are planned in a field. Concrete roadbed(30) having a three-dimensional shape corresponding to the horizontal alignment, slope, and cant of the temporary rail is formed on the temporary rail. A direct fastened track fastening device is installed on the concrete roadbed, and the concrete roadbed is cured.

Ballast-free railway track for cargo and passenger high-speed traffic and method for construction thereof

FIELD: railway transport. SUBSTANCE: group of inventions relates to the upper structure of a railway track, in particular, to a ballast-free railway track for cargo and passenger high-speed traffic and to methods for constructing such track. The track comprises a base, a poured layer and reinforced sub-rail plates. Polymer shock absorbers are located between the base and the poured layer, as well as between the poured layer and the sub-rail plate. The dimensions of the shock absorbers are not less than the dimensions of the plate. Polymer partitions with a size from the upper surface of the shock absorber to the upper surface of the plate are located between adjacent plates. Holes with tubes are made in the plates in order to control and pour the poured layer. The lower end of the tubes is connected with jacks, and the upper end of the tubes is configured for reinforcing anchors to be installed. A polymer shock absorber is placed on the base and screw jacks are placed thereon during construction of the plates. The plate with the shock absorber is installed in the required position. A mixture is fed into the holes with tubes and the poured layer is formed. Anchors are installed in the holes with tubes. EFFECT: influence of vibrational effects on the operational reliability is reduced. 9 cl, 6 dwg, 1 tbl РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 755 804 C1 (51) МПК E01B 29/02 (2006.01) E01B 1/00 (2006.01) E01B 2/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E01B 1/004 (2021.08); E01B 2/00 (2021.08); E01B 29/02 (2021.08) (21)(22) Заявка: 2020136833, 10.11.2020 (24) Дата начала отсчета срока действия патента: Дата регистрации: 21.09.2021 (73) Патентообладатель(и): Акционерное общество "РЖДстрой" (RU) (45) Опубликовано: 21.09.2021 Бюл. № 27 R U (54) Безбалластный железнодорожный путь для грузопассажирского высокоскоростного движения и способ его сооружения (57) Реферат: Группа изобретений относится к ...

Method for operation at curve road land plotin plan and rail track arrangement in curves

FIELD: transportation. SUBSTANCE: arrangement of a curved road portion in plan comprises a rail track. The curved portion is shifted in the places of interaction of the wheel - rail system elements on the rail rolling surface away from the center of the curve by changing outer rail canting. The process of interaction between the rail and the train undercarriage is performed by the track made with a shift in the places of interaction of the wheel - rail system elements on the rail rolling surface away from the center of the curve. EFFECT: possibility to improve the reliability and increase the service life of the track and rolling stock. 2 cl, 1 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 611 234 C2 (51) МПК E01B 2/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ФОРМУЛА ИЗОБРЕТЕНИЯ К ПАТЕНТУ РОССИЙСКОЙ ФЕДЕРАЦИИ На основании пункта 1 статьи 1366 части четвертой Гражданского кодекса Российской Федерации патентообладатель обязуется заключить договор об отчуждении патента на условиях, соответствующих установившейся практике, с любым гражданином Российской Федерации или российским юридическим лицом, кто первым изъявил такое желание и уведомил об этом патентообладателя и федеральный орган исполнительной власти по интеллектуальной собственности. (21)(22) Заявка: 2016102519, 26.01.2016 26.01.2016 (73) Патентообладатель(и): Зиньковский Александр Тихонович (RU) Дата регистрации: 21.02.2017 Приоритет(ы): (22) Дата подачи заявки: 26.01.2016 (43) Дата публикации заявки: 27.06.2016 Бюл. № 18 (45) Опубликовано: 21.02.2017 Бюл. № 6 2 6 1 1 2 3 4 R U (54) Способ эксплуатации кривого участка пути в плане и устройство рельсовой колеи в кривых (57) Формула изобретения 1. Способ эксплуатации кривого участка пути в плане, включающий процесс взаимодействия между рельсовым путем и ходовыми частями подвижного состава, отличающийся тем, что процесс взаимодействия между рельсовым путем и ходовыми частями подвижного состава осуществляют посредством рельсовой колеи, ...

Structure of concrete ballast track

본 고안은 자갈도상 궤도를 콘크리트도상 궤도로 교체함에 있어서 열차의 운행시간대에도 작업이 이루어질 수 있을 뿐만 아니라 일반 콘크리트로도 시공 가능하므로, 충분한 작업시간을 확보할 수 있고 비용을 절감할 수 있는 콘크리트도상 궤도의 구조에 관한 것이다. 본 고안에 따른 콘크리트도상 궤도의 구조는, 레일(10)의 하부에 체결구(30)로 체결됨과 아울러 미리 소정의 형태로 성형된 복수개의 콘크리트침목(20); 레일(10)을 노반에 대하여 부양된 상태로 지지하는 복수개의 레일지지구(40); 노반의 양측에 각각 수직 설치된 거푸집(50); 및 각 거푸집(50)과 각 콘크리트침목(20) 사이로 타설되는 콘크리트에 의해 형성되어 각 콘크리트침목(20)을 통해 전달되는 레일(10)의 하중을 노반에 골고루 분포시켜주는 콘크리트도상(60);을 포함하여 이루어진 것을 특징으로 한다.

Geoengineering constructions for use in railways.

Se describe una construcción de geomalla ferroviaria adecuada para su uso con trenes de alta velocidad para mitigar el mayor impacto de las ondas Rayleigh generadas a alta velocidad y/o sobre subgrados suaves, la construcción comprende: un lecho de vía (por ejemplo, que tiene rieles para un tren) que define una pista ubicada en un plano de pista; una masa de material en partículas (por ejemplo, agregado) que forma una capa ubicada debajo del plano de la pista; y una geomalla ubicada en y/o debajo de la masa de partículas en un plano (plano de geomalla) sustancialmente paralelo al plano de la vía donde la distancia promedio entre el plano de la vía y el plano de la geomalla, medida perpendicularmente a ambos, es mayor de 0.65 metros.

TRANSMISSION RAIL SYSTEM

1. Система (1) рельсовых скреплений для крепления рельса (2) на несущей бетонной плите (3а), или на бетонной шпале (3b), или на стальной подкладной пластине (14), содержащая промежуточную плиту (4), плиту (5) для крепления рельса с расположенными на ней угловыми направляющими пластинами (6, 6b), по меньшей мере два первых упругих зажима (7а) для крепления подошвы (2а) рельса на плите (5) для крепления рельса, а также винты (9) и/или дюбели (10) и по меньшей мере два вторых упругих зажима для привинчивания системы (1) рельсовых скреплений к нижнему строению пути в форме несущей бетонной плиты (3а), бетонной шпалы (3b), или стальной конструкции с помощью стальной подкладной пластины (14),отличающаяся тем, чтомежду рельсом (2) и плитой (5) для крепления рельса расположена упругая прокладка (8),промежуточная плита (4) выполнена из высокоупругого материала и/или содержит стальную плиту (4),предусмотрены по меньшей мере два вторых упругих зажима (7b) для стягивания плиты (5) для крепления рельса с нижним строением предпочтительно через промежуточную плиту (4), причем первые и вторые упругие зажимы (7а, 7b) выполнены высокоупругими и обладают высоким зажимным усилием, и по меньшей мере одна верхняя плита (12) скольжения расположена между подошвой (2а) рельса и первым упругим зажимом (7а), и по меньшей мере одна нижняя плита (13) скольжения расположена между подошвой (2а) рельса и упругой прокладкой (8).2. Система (1) рельсовых скреплений по п.1, отличающаяся тем, что она выполнена с возможностью расположения в так называемых переходных областях между различными балластными постелями с различной упругостью.3. Система (1) рельсовых скреплений по п.1, отличающаяся тем, что упругая прокладка (8) обладает жесткостью 55-65 кН/мм, предпочтительно 60 кН/мм.4. Система (1) РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (51) МПК E01B 9/48 (13) 2015 106 024 A (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2015106024, 22.07.2013 (71) ...

Cross-tie for the curved part of the track

FIELD: construction. SUBSTANCE: invention relates to the upper structure of a railway track. Reinforced concrete sleepers for a curved path section include a pair of under-rail platforms. Rail seat are performed with a change in track width from the standard value of 1,520 mm and with the change of the canting from the standard value of 1/20. On the one rail seat the canting is changed in the direction of increase, and on the other – in the direction of decrease. Step of the canting changing is from 1/100 to 1/60. Step of increasing the track width: 2–3 mm. EFFECT: increase in the resource of the wheel-rail system is achieved. 1 cl, 5 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 668 146 C1 (51) МПК E01B 3/32 (2006.01) E01B 2/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E01B 3/32 (2006.01); E01B 2/00 (2006.01) (21)(22) Заявка: 2017143291, 11.12.2017 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): Пухов Игорь Анатольевич (RU) Дата регистрации: 26.09.2018 (56) Список документов, цитированных в отчете о поиске: RU 2568819 C2, 20.11.2015. RU 2611234 C2, 21.02.2017. RU 2595200 C1, 20.08.2016. US 4382547 A1, 10.05.1983. (45) Опубликовано: 26.09.2018 Бюл. № 27 R U (54) ШПАЛА ДЛЯ КРИВОЛИНЕЙНОГО УЧАСТКА ПУТИ (57) Реферат: Изобретение относится к верхнему строению величины 1/20. На одной подрельсовой площадке железнодорожного пути. Железобетонная шпала подуклонку изменяют в сторону увеличения, а на для криволинейного участка пути включает пару другой – в сторону уменьшения. Шаг изменения подрельсовых площадок. Подрельсовые подуклонки – от 1/100 до 1/60. Шаг увеличения площадки выполняют с изменением ширины ширины колеи: 2-3мм. Достигается повышение колеи от нормативной величины 1520мм и с ресурса системы колесо-рельс. 5 ил. изменением подуклонки от нормативной Стр.: 1 C 1 C 1 Адрес для переписки: 680051, Хабаровск, ул. Ворошилова, 3, кв. 79, Пухову Игорю Анатольевичу 2 6 6 8 1 4 6 ...

A track panel for assembly of base plate

본 발명은 베이스플레이트와 레일의 위치를 조절할 수 있는 베이스플레이트용 궤광조립대에 관한 것으로, 레일의 하단을 감싸는 레일고정부재와 상기 레일고정부재와 마주보는 다른 레일고정부재를 연결하는 연결부를 포함하는 간격조절부, 및 상기 레일이 안착되는 레일안착패드와 상기 레일안착패드의 끝단에 구비되어 상기 레일안착패드를 노반으로부터 이격시키는 이격부를 포함하는 높이조절부를 포함한다. 따라서, 레일고정부재를 이용하여 레일의 하단을 고정하고, 연결부로 레일고정부재와 마주보는 레일고정부재의 사이를 연결함으로써, 레일을 안정적으로 지지할 수 있다. The present invention relates to a base assembly for a base plate capable of adjusting the position of a base plate and a rail, and includes a rail fixing member for surrounding the lower end of the rail and a connecting portion for connecting the rail fixing member to another rail fixing member facing And a height adjusting part which is provided at an end of the rail seating pad and separates the rail seating pad from the bedrock. Therefore, the rail can be stably supported by fixing the lower end of the rail using the rail fixing member and connecting the rail fixing member with the facing rail fixing member by the connecting portion.

Treatment method for deformation of ballastless track

本发明提供了一种无砟轨道变形的治理方法，所述方法包括：步骤A，监测轨道高程，确定待调整轨道部段和落道量或抬升量；步骤B，确定置换深度h1；步骤C，破支撑所述支承层，自上而下地逐层挖除所述支承层下方的高度为h2的路基和高度为h3的地基以形成置换区域，其中h2+h3>h1；步骤D，将置换材料置入所述部分置换区域内，其中所述置换材料的抗压强度和变形模量均不小于所述路基的抗压强度和变形模量；步骤E，以落道量或抬升量降低或抬升所述支承层且同步监测轨道高程；步骤F，继续填充置换材料直至填满；步骤G，修复线间和/或路肩。上述方法实现了高效且低成本地对轨道结构的变形进行彻底治理。

HOLDING STRUCTURE

1. Структура для удерживания материала в виде твердых частиц, содержащая ! открытоячеистую матрицу; ! промежуточный композиционный материал, содержащий материал в виде твердых частиц, удерживаемый в опорной матрице, при этом промежуточный композиционный материал удерживается в открытоячеистой матрице; и ! по меньшей мере, один поверхностный слой из указанного промежуточного композиционного материала. ! 2. Структура для удерживания материала в виде твердых частиц по п.1, в которой, по меньшей мере, часть структуры является пористой. ! 3. Структура для удерживания материала в виде твердых частиц по п.1, которая является проницаемой. ! 4. Структура для удерживания материала в виде твердых частиц по п.1, которая является непроницаемой. ! 5. Структура для удерживания материала в виде твердых частиц по п.1, в которой опорная матрица образована из отверждающегося материала. ! 6. Структура для удерживания материала в виде твердых частиц по п.1, в которой опорная матрица является гибкой. ! 7. Структура для удерживания материала в виде твердых частиц по п.1, в которой опорная матрица содержит связующее вещество. ! 8. Структура для удерживания материала в виде твердых частиц по п.1, в которой опорная матрица представляет собой клеящее вещество. ! 9. Структура для удерживания материала в виде твердых частиц по п.8, в которой клеящее вещество представляет собой латексный каучук. ! 10. Структура для удерживания материала в виде твердых частиц по п.1, в которой материал в виде твердых частиц представляет собой, по меньшей мере, один материал, выбранный из песка, цеолита, повторно используемого стекла и углерода. !11. Структура для удерживания РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 2009 105 125 (13) A (51) МПК E01B 1/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ, ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21), (22) Заявка: 2009105125/11, 03.07.2007 (71) Заявитель(и): ВТБ ГРУП ЛИМИТЕД (GB), ТЕРРАМ ЛИМИТЕД (GB) (30) Конвенционный приоритет: 15.07.2006 GB ...

System for laying cable communications on the run for a ballast-free railway track

FIELD: construction.SUBSTANCE: invention relates to the field of construction of railways and can be used in the construction of a ballast-free railway. System for laying cable communications includes a route for laying cables for signaling systems and a route for laying communication cables, an integrated security system and a power supply cable. Tracks are made of reinforced concrete trays with lids. Length of the trays is no more than one meter. External profile of the cable path for the signaling system is a rectangular trapezium, and the internal profile is a rectangle. Cable routing for signaling systems is located on the main railway track behind the supports of the contact network. In separate cable trays for the signaling system there are holes for connecting the signaling cable to the floor-standing devices. Route for communication cables, etc., is located in the technological berm and has an external profile in the form of a rectangle. Inside the route for communication cables is divided into 3 compartments by longitudinal partitions.EFFECT: enhanced functionality is achieved when laying cable networks.8 cl, 4 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 684 159 C1 (51) МПК E01B 2/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E01B 2/00 (2018.08) (21)(22) Заявка: 2018119995, 30.05.2018 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): Открытое акционерное общество "Российские железные дороги" (RU) Дата регистрации: 04.04.2019 (45) Опубликовано: 04.04.2019 Бюл. № 10 2 6 8 4 1 5 9 R U (54) Система для прокладки кабельных коммуникаций на перегоне для безбалластного железнодорожного пути (57) Реферат: Изобретение относится к области расположена на основной площадке строительства железных дорог и может быть железнодорожного полотна за опорами использовано при строительстве безбалластного контактной сети. В отдельных лотках для кабелей железнодорожного пути. Система для ...

Construction method for reinforcing newly-built railway karst foundation and roadbed structure thereof

本发明公开了一种加固处理新建铁路岩溶地基的施工方法及其路基结构，施工方法步骤为：沿线路纵向施工多排钻孔灌注桩，所述钻孔灌注桩采用钢筋混凝土现场浇筑；在钻孔灌注桩上方、软土层顶部沿线路纵向铺设钢筋混凝土预制的板梁，钻孔灌注桩桩顶与板梁底部固定连接形成桩板结构；向桩板结构两侧岩溶地基的硬土层与岩溶层结合处压力注浆，形成沿线路纵向的连续注浆加固区；待注浆加固区固结后，在板梁顶部铺设路基。本发明的路基结构对岩溶地基及上部土质覆盖层进行了加固，提高了地基承载力，有效控制了路基工后沉降。

Medium-and low-speed maglev two-wire embankment location independence pier stud type support rail beam transition section structure

本发明属于中低速磁悬浮交通工程低置线路技术领域，并公开了中低速磁浮双线填方地段独立墩柱式承轨梁过渡段结构，包括桩基承载结构、钢筋混凝土承轨梁底板、两排钢筋混凝土梁式结构、承轨梁下路基填料、承轨梁两侧回填填料、桥梁桥台、梯形填筑体和端墙；钢筋混凝土承轨梁底板的顶端承接所述钢筋混凝土梁式结构；承轨梁两侧回填填料通过所述承轨梁下路基填料承接。本发明长期稳定性更好，既满足对承轨梁结构变形和工后沉降的高要求，又满足基床长期稳定性、耐久性和施工质量的可控性的要求，本发明将钢筋混凝土承轨梁底板靠近高架桥梁的一端搭接在桥梁桥台上，有效实现磁悬浮高架结构与低置线路过渡段F轨的平顺过渡。

Roadway for rail vehicles and method for their production

Fahrbahn für Schienenfahrzeuge, bei der die Bereiche zwischen und/oder neben Schienen (4) mit einem Hohlräume aufweisenden, auf Schwellen (1) aufgelagerten Material aufgefüllt sind und neben den Schienen (4) ein Freiraum vorgesehen ist, dadurch gekennzeichnet, dass zumindest die Oberfläche des Hohlräume aufweisenden Materials gebunden ist und Schotter, Blähton, Beton, Asphalt, Holz, Kunststoff, etc. oder eine Mischung davon umfasst und der Freiraum mittels einer nach dem Einbringen des Hohlräume aufweisenden Materials entfernten Schalung (6, 7) erzeugt worden ist. Roadway for rail vehicles, in which the areas between and / or next to rails (4) with a cavities, on thresholds (1) superposed material are filled and next to the rails (4) is provided a free space, characterized in that at least the surface the voids, expanded clay, concrete, asphalt, wood, plastic, etc., or a mixture thereof, and the free space has been created by means of a material comprising materials introduced after the introduction of the cavities (6, 7).

RAILWAY DESIGN FOR RAILWAY VEHICLES, IN PARTICULAR, RAILWAYS

ÐÎÑÑÈÉÑÊÀß ÔÅÄÅÐÀÖÈß (19) RU (11) 2005 137 686 (13) A (51) ÌÏÊ E01B 1/00 (2006.01) ÔÅÄÅÐÀËÜÍÀß ÑËÓÆÁÀ ÏÎ ÈÍÒÅËËÅÊÒÓÀËÜÍÎÉ ÑÎÁÑÒÂÅÍÍÎÑÒÈ, ÏÀÒÅÍÒÀÌ È ÒÎÂÀÐÍÛÌ ÇÍÀÊÀÌ (12) ÇÀßÂÊÀ ÍÀ ÈÇÎÁÐÅÒÅÍÈÅ (21), (22) Çà âêà: 2005137686/11, 03.06.2004 (71) Çà âèòåëü(è): ÃÐÀÔ ÔÎÍ ÄÅÐ ØÓËÅÍÁÓÐÃ-ÂÎËÜÔÑÁÓÐà Ãþíöåëü Äð. (DE) (30) Êîíâåíöèîííûé ïðèîðèòåò: 04.06.2003 DE 10325166.9 (43) Äàòà ïóáëèêàöèè çà âêè: 10.07.2006 Áþë. ¹ 19 (87) Ïóáëèêàöè PCT: WO 2004/109016 (16.12.2004) R U (54) ÊÎÍÑÒÐÓÊÖÈß ÐÅËÜÑÎÂÎÃÎ ÏÓÒÈ ÄËß ÐÅËÜÑÎÂÛÕ ÒÐÀÍÑÏÎÐÒÍÛÕ ÑÐÅÄÑÒÂ,  ×ÀÑÒÍÎÑÒÈ, ÆÅËÅÇÍÛÕ ÄÎÐÎà (57) Ôîðìóëà èçîáðåòåíè 1. Êîíñòðóêöè ðåëüñîâîãî ïóòè äë ðåëüñîâûõ òðàíñïîðòíûõ ñðåäñòâ, â ÷àñòíîñòè, æåëåçíûõ äîðîã, ñ áàëëàñòíûì ñëîåì, íà êîòîðîì ðàñïîëîæåíû çàêðåïëåííûå íà øïàëàõ (3) ðåëüñû (1, 2), îòëè÷àþùà ñ òåì, ÷òî áàëëàñòíûé ñëîé ñîñòîèò èç ðàñïîëîæåííîãî íà íèæíåì ñòðîåíèè (5) áåòîííîãî êîðûòà (4) ñ ïðîõîä ùèìè â ïðîäîëüíîì íàïðàâëåíèè áîêîâûìè ñòåíêàìè (4a, 4b), ïðè÷åì áîêîâûå ñòåíêè (4a, 4b) ïàðàëëåëüíî îòñòî ò äðóã îò äðóãà, ïî ìåíüøåé ìåðå, íà äëèíó L øïàë. 2. Êîíñòðóêöè ðåëüñîâîãî ïóòè ïî ï.1, îòëè÷àþùà ñ òåì, ÷òî íèæíåå ñòðîåíèå 5 ñîñòîèò èç ëåãêîãî áåòîíà, â ÷àñòíîñòè, èç ïåíîáåòîíà. 3. Êîíñòðóêöè ðåëüñîâîãî ïóòè ïî ï.1, îòëè÷àþùà ñ òåì, ÷òî áåòîííîå êîðûòî (4) ñîñòîèò èç àðìèðîâàííîãî ñòàëüþ ïåíîáåòîíà. 4. Êîíñòðóêöè ðåëüñîâîãî ïóòè ïî ï.2, îòëè÷àþùà ñ òåì, ÷òî íèæíåå ñòðîåíèå (5) èìååò ïëîòíîñòü 400-700 êã/ì 3, â ÷àñòíîñòè 450-650 êã/ì 3. 5. Êîíñòðóêöè ðåëüñîâîãî ïóòè ïî ï.3, îòëè÷àþùà ñ òåì, ÷òî áåòîííîå êîðûòî (4) èìååò ïëîòíîñòü 1100-1900 êã/ì 3, â ÷àñòíîñòè 1500 êã/ì 3. 6. Êîíñòðóêöè ðåëüñîâîãî ïóòè ïî ï.1, îòëè÷àþùà ñ òåì, ÷òî ðåëüñû (1, 2) âûñòóïàþò íàä áîêîâûìè ñòåíêàìè (4a, 4b) â âåðòèêàëüíîì íàïðàâëåíèè. 7. Êîíñòðóêöè ðåëüñîâîãî ïóòè ïî ï.1, îòëè÷àþùà ñ òåì, ÷òî ðàññòî íèå ìåæäó ïàðàëëåëüíûìè áîêîâûìè ñòåíêàìè (4a, 4b) ñîîòâåòñòâóåò äëèíå L øïàë (3). 8. Êîíñòðóêöè ðåëüñîâîãî ïóòè ïî ï.1, îòëè÷àþùà ñ òåì, ÷òî íèæíåå ñòðîåíèå (5) ñîäåðæèò, ïî ìåíüøåé ìåðå, îäíó âñòðîåííóþ ïîëóþ òðóáó (6). ...

Truss type track structure and guide rail

本发明涉及桁架式地面上方(高架)运输系统，该系统提供高速的货物运输和客运。桁架式轨道结构包括轨道结构S的主承载构件(3 1 )和辅助承载构件(4 1 )的导轨索(3)和(4)，所述导轨索以纵向预加应力的承载元件(5.1)的形式实施，所述承载元件被一起组合成承载结构(5)并位于延伸主体(6)中。同时，导轨索通过锯齿形定向的杆元件(9)在上部结构的桁架G中彼此连接，其中杆元件(10)的端部上刚性地紧固有板(10)和紧固部件(11)，通过使用板和紧固部件，形成了板(10)和承载元件(5.1)的横向夹紧力，并且实现了将纵向受力的承载结构(5)的承载元件(5.1)的结合端P 1 和P 2 的固定。

Floating track system, method for constructing floating track and vibration damper utilizing wedges for the same

안정감이 뛰어나면서도 쐐기면의 경사도, 두 쐐기 사이에 설치되는 제1탄성체의 종류와 개수, 수직하중을 분담하는 제2탄성체 설치 등으로 수직방향의 처짐 변위를 작게 그리고 쉽게 조정할 수 있어, 부유 궤도시스템이나 고품질의 철도 선하역사 진동제어용으로 사용하기에 적합한 진동 저감장치가 개시된다. 상기 진동 저감장치는 두꺼운 쪽을 마주하여 좌우로 간격을 두고 배치된 한 쌍의 쐐기, 상기 쌍을 이루는 두 쐐기 사이에 설치된 제1탄성체, 상기 한 쌍의 쐐기의 저면에 각각 면접촉되는 제1경사면을 좌우로 가지도록 좌우의 양쪽 가장자리에서 중앙부로 갈수록 점점 깊어지게 형성된 제1오목쐐기홈을 구비하는 제1오목쐐기홈부재 및 상기 한 쌍의 쐐기의 상면에 각각 면접촉되는 제2경사면을 좌우로 가지도록 좌우의 양쪽 가장자리에서 중앙부로 갈수록 점점 깊어지게 형성된 제2오목쐐기홈을 구비하는 제2오목쐐기홈부재를 포함하여 구성되며, 때에 따라 상부에 면진장치 또는 높이조절장치를 가진다. The deflection displacement in the vertical direction can be easily adjusted by the inclination of the wedge surface, the type and number of the first elastic body provided between the two wedges, and the second elastic body sharing the vertical load, And a vibration reduction device suitable for use in high-quality railway underground vibration control. Wherein the vibration reduction device comprises a pair of wedges arranged at left and right intervals facing each other with a thickness facing each other, a first elastic body provided between the pair of wedges, a first inclined surface A first concave wedge groove member having a first concave wedge groove formed so as to gradually become deeper from both sides of the left and right sides to the center, and a second concave wedge groove member having a second concave wedge groove member which is in surface contact with the upper surfaces of the pair of wedges, And a second concave wedge groove member having a second concave wedge groove formed so as to gradually become deeper from both sides of the left and right sides toward the center, and sometimes has an upper face mounting device or a height adjusting device.