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77results about How to "Reduce maintenance and repair workload" patented technology

Track base without broken stones, and building method

The present invention discloses a cinderless railroad bed and its construction method. Said cinderless railroad bed has the characteristics of high strength, large rigidity, good stability and durability, and includes the following several portions: reinforced concrete supporting piles which are longitudinally spaced and arranged along the railroad bed; reinforced concrete bearing plates which are rigid fixedly connected in the upper end of said reinforced concrete supporting piles; and earth railroad bed which is filled between the reinforced concrete bearing plates and railroad bed foundation. Besides, said invention also provides the concrete steps of its construction method.
Owner:铁道第二勘察设计院

Fabricated type reactive powder concrete prefabricated pavement slab without reinforcing rib and manufacturing method thereof

The invention discloses a fabricated type reactive powder concrete prefabricated pavement slab without a reinforcing rib and a manufacturing method thereof. A slab body is a material plate made from reactive powder concrete; layers of horizontal steel wire gauzes are respectively spread in the reactive powder concrete material plate and are close to upper and lower surfaces; hoisting embedded parts which run through in the vertical direction are respectively arranged at the four corners, wherein the two ends of the hoisting embedded parts are connected with lifting appliances. When the fabricated type reactive powder concrete prefabricated pavement slab without the reinforcing rib is manufactured, the fluidity of the reactive powder concrete is controlled to avoid deformation of the pavement slab in the later-period manufacturing process, and the fabricated type reactive powder concrete prefabricated pavement slab without the reinforcing rib is maintained naturally indoors to ensure the total quality of the pavement slab. Compared with a common concrete pavement slab, the pavement slab has the advantages of no reinforcing rib in structure, small thickness, portability, light weight, convenience in transportation and installation, high intensity, wear resistance, high bearing capability, good anti-impact performance, good anti-fatigue performance, good weather resistance, and fast and efficient construction, repeated use, and can be widely applied to road construction of temporary building living quarters.
Owner:CHINA STATE CONSTRUCTION ENGINEERING CORPORATION

Slag-free orbit reinforced concrete pile net structure roadbed and construction method thereof

ActiveCN101144256AReduce distortionSmall cumulative deformationBallastwayReinforced concreteSlag
The present invention discloses a lattice pile structure roadbed for ballastless track reinforcing steel concrete and the construction method thereof. The roadbed comprises reinforcing steel concrete piles (20) arranged transversely and vertically along the roadbed, a reinforcing cushion layer (10) laid above the reinforcing steel concrete piles (20), and a soil roadbed (30) filled and constructed above the reinforcing cushion layer (10). The present invention takes full advantage of the common combined action principle of the piles, the net and the soil to meet the requirements of the strength and the settling deformation of the ballastless track, and to overcome the disadvantages that the settlement quantity and the differential settlement quantity of the high road embankment structure is large and the extent of the dynamic influence of the low road embankment structure is large, and the present invention has the advantages of strong bulking property, good stability, being solid and durable, small track deformation, small accumulation deformation, etc., and is favorable to the high-speed driving; the maintenance workload can be greatly reduced, the intensity of the maintenance operation can be lowered, and the maintenance operation condition can be improved. The construction process is simple, the construction cost can be effectively reduced, and the present invention meets the requirement of the environmental protection, therefore, the present invention has wide application prospect.
Owner:CHINA RAILWAY ERYUAN ENG GRP CO LTD

Measuring system for dynamic contact state of wheels and rail of high-speed railway

The present invention discloses a measuring system for the dynamic contact state of wheels and rails of a high-speed railway. The measuring system comprises a data acquisition system mounted on a vibration-damping frame, as well as a data processing system and a data display system mounted in an on-board control platform. The data acquisition system comprises encoding structural optical image acquisition units and an inertial measurement device; the vibration-damping frame is connected with the compartment bottom through a fixing device at the top of the vibration-damping frame and suspended between the center suspension and the axle box suspension of the frame of a bogie; the encoding structural optical image acquisition units directly face the left and right wheel-rail contact areas and form a surrounding structure; the data processing system is used for obtaining geometrical parameters of the wheel-rail contact through three-dimensional geometric reconstruction, characterization parameter identification and data interaction according to high-definition images captured by the encoding structural optical image acquisition units and data of the acceleration and the like measured by the inertial measurement device, to obtain a wheel-rail relationship spectrum; and the data display system is used for displaying the images, the data and the wheel-rail relationship spectrum through a human-computer interaction interface in real time. The measuring system for the dynamic contact state of the wheels and the rail of the high-speed railway can achieve real-time capture of the wheel-rail dynamic contact state.
Owner:BEIJING JIAOTONG UNIV

Elastic split type fastener of medium and low speed magnetic suspension rail

ActiveCN102852056AAchieve horizontal stepless adjustmentOvercoming Rough Adjustment NeedsRailway tracksVibration attenuationLow speed
An elastic split type fastener of a medium and low speed magnetic suspension rail has enough strength and buckling pressure, has large rail vertical, transverse and longitudinal adjusting capacity simultaneously provides rail elasticity and achieves bidirectional vibration attenuation. The elastic split type fastener comprises two groups of connection bolt assemblies arranged transversely at intervals and two groups of anchoring bolt assemblies transversely arranged at intervals, wherein the connection bolt assemblies integrate an H-shaped steel pillow with a connection board, vibration attenuation gaskets are arranged on the contact surfaces of the connection bolt assemblies and the H-shaped steel pillow, an under-pillow elastic cushion plate is arranged between a base plate of the H-shaped steel pillow and the connection board, and connection bolt long round holes extending along the circuit direction and used for enabling the upper portions of the connection bolt assemblies to penetrate through are arranged on the bottoms on two sides of the H-shaped steel pillow; and the anchoring bolt assemblies integrate the connection board and a support rail table, the lower portions of the anchoring bolt assemblies are connected with the support rail table in anchoring mode, a buffering cushion plate is arranged between the connection board and an iron cushion plate at the top surface of the support rail table, and anchoring bolt long round holes extending along the direction perpendicular to the circuit and used for enabling the upper portions of the anchoring bolt assemblies to penetrate through are arranged on the connection board.
Owner:CHINA RAILWAY ERYUAN ENG GRP CO LTD

Combined structure for abrupt slope road bed of rapid transit railway

A combined structure for an abrupt slope road bed of a rapid transit railway is characterized by being strong in integrity, good in stability, firm and durable and favorable for high speed vehicle running. The combined structure comprises reinforced concrete piles (10), L-shaped reinforced concrete structures (20) and road bed filling bodies (30), wherein the reinforced concrete piles (10) are horizontally arranged in two rows along the road bed and longitudinally arranged at intervals along the road bed, the L-shaped reinforced concrete structures (20) extend along the road direction and are arranged on pile tops of the reinforced concrete piles (10) to be fixedly connected with the reinforced concrete piles (10), and the road bed filling bodies (30) are filled on the inner side of the L-shaped reinforced concrete structures (20). The combined structure for the abrupt slope road bed of the rapid transit railway has the advantages of being strong in integrity, good in stability, firm, durable, small in rail deformation and the like, favorable for high speed vehicle running, and capable of greatly reducing maintenance work amount. Construction technology is simple, can effectively reduce building cost, meets environment protection requirements and has wide application and popularization prospects.
Owner:CHINA RAILWAY ERYUAN ENG GRP CO LTD

Silicon rubber sleeve expansion method and device

The invention relates to a silastic bushing expansion method and a device thereof. The invention is characterized in that the tail end of an expansion head is provided with an empty cavity; a spiral supporting pipe is inserted into the empty cavity and is provided with a top rod; the top rod can support a spiral supporting strip winding pipe; the top rod and a support saddle thereof are connected in an inserting way; a net sleeve is arranged between a silastic tube and a steel stick as a spacer. The air clearance formed after a nylon sleeve is sheathed on the expansion head can reduce much resistance in the silastic tube and hauls a silastic piece on a plastic spiral pipe by proper force. The silastic bushing expansion method and the device thereof have the advantages of clean expansion, non-large mechanical power and being suitable for the expansion of a short and thick pipe.
Owner:CHANGCHUN UNIV OF SCI & TECH

Pharmaceutical wastewater treatment method

The invention discloses a pharmaceutical wastewater treatment method. The method includes steps: wastewater flows through a grille to remove large floating materials so as to guarantee normality in subsequent operation of structures and equipment; the wastewater enters a hydrolytic acidification adjusting tank through a lift pump to balance water quality and water quantity and degrade part of CODcr and chromaticity, wherein solid substances are degraded into soluble substances, and macromolecular substances are degraded into micromolecular substances; then the wastewater flows into a biological contact oxidation tank in which the wastewater is subjected to aerobic biochemical reaction, biological contact oxidation tank is internally provided with semi-soft filler, and a submerged aerator is adopted for oxygenation and stirring to realize degradation of organic pollutants; the wastewater enters a sedimentation tank after a flocculating agent is added to realize sedimentation of shed biological membranes and fine suspension substances in the sedimentation tank; finally, the wastewater is filtered through activated carbon to remove residual colors and organics in water, so that up-to-standard emission can be realized.
Owner:ANHUI SANHUAN PUMP

High-efficiency denitrification nitrogen removal device and method

The invention provides a high-efficiency denitrification nitrogen removal device and a high-efficiency denitrification nitrogen removal method. The device comprises a water inlet part, a reaction part and a three-phase separation part which are sequentially connected in series, wherein the water inlet part comprises a water inlet used for allowing sewage and solid electron donors to enter; and autotrophic denitrification floras are arranged in the reaction part. When the sewage is treated by utilizing the nitrogen removal device disclosed by the invention, the nitric nitrogen treatment efficiency is high, secondary pollution is avoided, and the cost is low.
Owner:BEIJING ENFI ENVIRONMENTAL PROTECTION CO LTD +1

Wide sleeper plate sticking type ballast track

The invention relates to a wide sleeper plate sticking type ballast track. After the line foundation of a ballastless track structure of an existing rail transit is deformed, the track repairing work is extremely high in workload, high in time consumption and high in difficulty; a ballast track is easy to repair, but the geometric state of the track is not liable to retain, and the daily maintenance work is high in workload and frequent. The wide sleeper plate sticking type ballast track comprises a railway ballast trough arranged in the line direction and a track structure arranged in the railway ballast, wherein the track structure comprises a macro-molecular material cured railway track, macro-molecular material cured small-granular chicken girt and wide sleeper plates from bottom to top; the macro-molecular material cured railway track is flatly paved at the bottom of the railway track trough; the macro-molecular material cured small-granular chicken girt is located on the macro-molecular material cured railway track; lower grooves are formed in the upper surface of the macro-molecular material cured small-granular chicken girt; the wide sleeper plates are located in the lower grooves. The wide sleeper plate sticking type ballast track has the advantages that the geometric position of the ballast track is liable to retain, the maintenance workload is low in an operation period, and the ballast track can be quickly and conveniently repaired after the foundation is greatly deformed in the space.
Owner:CHINA RAILWAY FIRST SURVEY & DESIGN INST GRP

Inclined plate type rotational flow sand setting system

InactiveCN102430271BAccurate control of jet velocityAccurate control of sand lifting flowSettling tanks feed/dischargeCentrifugal force sediment separationDistributed structureEngineering
The invention discloses an inclined plate type rotational flow sand setting system. The system which comprises a tank, a sand lifting pipeline vertically arranged in the middle part of the tank and a sand-lifting air-distributing structure is characterized in that: the lower half part of the tank is a sand hopper part, the upper half part of the tank is a sand setting zone, and an inflow port and an outflow port are arranged on the tank; the upper end of the sand lifting pipeline is connected with a sand-water separator; the bottom surface of the sand setting zone is provided with an inclined plate precipitation structure; the tank is provided with an inner wall jet structure; the lower end of the sand lifting pipeline is provided with a sand lifting pipeline inlet structure; and the sand-lifting air-distributing structure comprises a pressure air pipeline which is vertically arranged and is in parallel with the sand lifting pipeline, the lower port of the pressure air pipeline is transversely communicated with the middle part of a horn body, and the position of the lower port of the pressure air pipeline is higher than the position of the lower inlet of the sand lifting pipeline. The inclined plate rotational flow sand setting system of the invention has the advantages of good sand setting effect, high processing efficiency, low enforcement and maintenance cost (close to no maintenance), good operation continuity, and convenient maintenance and servicing.
Owner:重庆市渝西水务有限公司

Device for eliminating movement of bridge end track ballast of large-span bridge with ballast tracks

The invention discloses a device for eliminating movement of bridge end track ballast of a large-span bridge with ballast tracks. The device comprises the track ballast arranged on a bridge girder body, wherein the railway tracks are arranged on the track ballast, ballast blocking plates are arranged on the side faces of the track ballast on the bridge girder body in the direction of the railway tracks, the ballast blocking plates and the bridge girder body are of an integrated structure, a falling preventing structure is arranged between every two adjacent ballast blocking plates, and the falling preventing structures are connected with the ballast blocking plates through hooks. According to the device for eliminating movement of the bridge end track ballast of the large-span bridge with the ballast tracks, due to the fact that the ballast blocking plates are arranged, the problem that in the prior art, track ballast in girder joints protrudes or sinks is solved, the damage phenomena that due to movement of the track ballast, steel rails are irregular in the vertical direction, and the geometry position of a steel rail expansion adjuster cannot be easily kept can be effectively prevented, the workload of maintenance is remarkably reduced, and the device has the advantages that structure machining is easy, sources are wide, the cost is low, and quality is reliable.
Owner:CHINA RAILWAY SIYUAN SURVEY & DESIGN GRP

Combined structure for resisting steep slope high-energy rockfall

The invention discloses a combined structure for resisting steep slope high-energy rockfall, and aims to realize effective prevention, control and treatment of high-position and large-volume dangerousrocks in complex hard mountainous areas. Resistance units are transversely arranged on an abrupt slope below a rockfall moving track at intervals, and the multiple resistance units are combined to form a high-energy rockfall resistance structure system. Each resisting unit comprises at least two wedge-shaped supporting piles which are arranged at intervals. The lower part of each wedge-shaped supporting pile is anchored into a stable rock-soil layer below the slope surface of the abrupt slope; a diagonal plane is arranged on the side, close to the mountain, of the upper portion of an exposedslope, long-range recoverable energy absorption devices are arranged on the diagonal plane at intervals, a rigid bearing plate is arranged between wedge-shaped supporting piles on the two sides, the rigid bearing plate is fixedly connected with the long-range recoverable energy absorption devices behind a plate body, and an elastic buffer body is fixedly arranged on the front plate face of the rigid bearing plate.
Owner:CHINA RAILWAY ERYUAN ENG GRP CO LTD

Elastic separate fastener for medium and low speed maglev track

ActiveCN102852056BAchieve horizontal stepless adjustmentOvercoming Rough Adjustment NeedsRailway tracksVibration attenuationLow speed
An elastic split type fastener of a medium and low speed magnetic suspension rail has enough strength and buckling pressure, has large rail vertical, transverse and longitudinal adjusting capacity simultaneously provides rail elasticity and achieves bidirectional vibration attenuation. The elastic split type fastener comprises two groups of connection bolt assemblies arranged transversely at intervals and two groups of anchoring bolt assemblies transversely arranged at intervals, wherein the connection bolt assemblies integrate an H-shaped steel pillow with a connection board, vibration attenuation gaskets are arranged on the contact surfaces of the connection bolt assemblies and the H-shaped steel pillow, an under-pillow elastic cushion plate is arranged between a base plate of the H-shaped steel pillow and the connection board, and connection bolt long round holes extending along the circuit direction and used for enabling the upper portions of the connection bolt assemblies to penetrate through are arranged on the bottoms on two sides of the H-shaped steel pillow; and the anchoring bolt assemblies integrate the connection board and a support rail table, the lower portions of the anchoring bolt assemblies are connected with the support rail table in anchoring mode, a buffering cushion plate is arranged between the connection board and an iron cushion plate at the top surface of the support rail table, and anchoring bolt long round holes extending along the direction perpendicular to the circuit and used for enabling the upper portions of the anchoring bolt assemblies to penetrate through are arranged on the connection board.
Owner:CHINA RAILWAY ERYUAN ENG GRP CO LTD

Elastic prefabricated assembly plate type ballast track

The invention provides an elastic prefabricated assembly plate type ballasted track which comprises a track panel structure including a rail and a buckle, a prefabricated elastic assembly type track plate formed by assembling frame plates on the periphery, a cover plate in the middle and an elastic cushion layer; a ballasted track bed structure layer; wherein the elastic cushion layer is arrangedon the ballasted track bed structure layer, the frame plate defines a closed space on the elastic cushion layer, the cover plate is arranged in the closed space, and the steel rail is fixed on the frame plate through a fastener. The track structure combines the advantages of a ballasted track and a ballastless track, has good elasticity and good stability, can adapt to large deformation of a lowerfoundation, can keep the geometric state of the track structure for a long time, can greatly reduce the maintenance workload, and can be conveniently and quickly repaired after the lower foundation deforms.
Owner:SOUTHWEST JIAOTONG UNIV

Turnout rapid construction apparatus and method during existing station transformation

The invention discloses a turnout rapid construction apparatus and method during existing station transformation, and relates to the technical field of existing station turnout construction. The apparatus mainly comprises a pre-paving platform, a lifting device, a walking device and a traction device. The construction method mainly comprises the following steps: the pre-paving platform is erected,a turnout is pre-paved, debugged and accepted on the platform, and the lifting device, the walking device and a traction device are installed; a construction area is blocked, the train operation is stopped, and the construction time is determined; the turnout is transversely moved to cross a rail; the turnout is longitudinally moved to the outer side of a turnout laying position; an existing lineat the laying position is removed from the point; the turnout is placed in place through transverse movement, and the walking device is dismantled; the elevation and direction of the turnout are adjusted; the turnout is finely adjusted; and electric service debugging and work acceptance are carried out, and a blocking line is opened after qualification. Various advanced processes of turnout pointconstruction are integrated, specialized organization is facilitated, and use is convenient.
Owner:ZHENGZHOU ENG CO LTD CHINA RAILWAY SEVENTH GRP

Combination structure and combination method of simply supported t-beam sidewalk for passenger and freight trains

The invention relates to the technical field of railroad bridge engineering of mixed passenger and freight railways, in particular to a simply supported T beam sidewalk combination structure and a combination method of a mixed passenger and freight railway. The combination structure comprises embedded parts, a steel cross beam and a prefabricated reinforced concrete slab, wherein the embedded parts are arranged in a prefabricated retaining track wall of the mixed passenger and freight railway, and the root portion of the steel cross beam is fixedly connected with the embedded parts. The upper surface of the steel cross beam and the upper surface of the prefabricated retaining track wall are located on the same plane. The prefabricated reinforced concrete slab is arranged on the upper surface of the steel cross beam and comprises a transverse branch and one or more vertical branches, the vertical branches are fixedly connected with the transverse branch and upwards extend from the upper surface of the transverse branch, and extending-out steel bars are outwards reserved at the root portion of the transverse branch. The upper surfaces of the vertical branches are covered with an active powder concrete RPC cover plate. The integrity of the combination structure is improved, convenience is brought to cable laying, steel members and a welding material are both weathering resistant steel, and the work amount of later maintenance or repair is decreased.
Owner:CHINA RAILWAY ENG CONSULTING GRP CO LTD

Cooling tower shared by multiple systems of electric locomotive

The invention discloses a cooling tower shared by multiple systems of an electric locomotive. The cooling tower comprises three cooling systems, namely a traction transformer cooling system, a traction current transformer cooling system and a train power supply cabinet cooling system, and specifically comprises a top air feeding box, a middle box body, two-column axial flow fan, an air filtering device, a three-runner double-flow-path heat dissipater, a bottom bearing framework, a water pump, an expansion water tank, a water pipeline, an auxiliary oil tank, an oil pipeline, an electric connector and a gas relay. By the adoption of an integrated complementary design method, the traction transformer, the traction current transformer and the train power supply cabinet cooling system are integrated in the same cooling tower; on the premise of simultaneously meeting the requirement on the heat dissipation of the traction transformer, the traction current transformer and the train power supply cabinet, the cooling tower disclosed by the invention has the advantages of compact structure, high heat dissipation performance, light weight, small volume, low auxiliary power consumption, low noise, convenient use and maintenance, high reliability and the like.
Owner:CRRC DALIAN INST CO LTD

Longitudinal elastic constraint multifunctional seismic mitigation and isolation support

The invention discloses a longitudinal elastic constraint multifunctional seismic mitigation and isolation support. The support comprises a lower seat plate; a middle seat plate which is in sliding connection with the lower seat plate and is provided with a first cambered surface; a rotating piece which is located on the middle seat plate and provided with a second cambered surface, wherein the second cambered surface makes contact with the first cambered surface; a first limiting device which is installed on the rotating part and abuts against the middle seat plate to limit the first cambered surface to slide relative to the second cambered surface, wherein the connecting strength of the first limiting device and the rotating part is smaller than a preset threshold value; second limiting devices which are installed on the lower seat plate and located on the two sides of the middle seat plate in the longitudinal bridge direction respectively to limit the sliding distance of the middle seat plate in the longitudinal bridge direction; and a restraining device which comprises a connecting assembly and an elastic piece, wherein the connecting assembly is connected with the lower seat plate and the elastic piece. The support has the longitudinal adjustable limiting function and longitudinal elastic constraint, the anti-seismic property is improved, a telescopic adjuster can be omitted for a large-span bridge, the maintenance workload is reduced, and the construction cost and the operation cost can be saved.
Owner:CHINA RAILWAY SIYUAN SURVEY & DESIGN GRP

Thruster of brake

The pusher of brake consists essentially of drive (2), liquid pump (3), liquid storing box (4) and hydraulic cylinder (5), the inlet of liquid pump (3) is connected with the liquid storing box (4), outlet of liquid pump (3) is connected with the driving fluid cavity (6) of hydraulic cylinder (5), the piston rod of hydraulic cylinder (5), namely the pushing bar (7) is used for the driving components hinge connection of brake part (8), the invention is equipped with electromagnetic device (10) used for maintaining work condition of brake part (8), said electromagnetic device (10) is installed below the hydraulic cylinder (5), the static iron core of electromagnetic device (10) is connected with the bulk of pusher, the movable iron core of electromagnetic device (10) is connected with the lower of the piston rod namely the pushing bar (7), said electromagnetic device (10) is installed on the brake arm of brake part (8) or is installed on the driving component (9) of brake part (8).
Owner:长沙三占惯性制动有限公司

Steel rail nondestructive reinforcing equipment

InactiveCN104120637AAvoid additional damageReduce dynamic bending stressRail jointsAdhesiveEngineering
The invention discloses steel rail nondestructive reinforcing equipment which comprises an elastic clamp, a clamping plate and high-strength adhesives, wherein the elastic clamp is formed by being bent integrally. Geometrical shapes of the inner side, the upper side and the lower side of the clamping plate are matched with those of the middle part, the lower jaw and the rail bottom top surface of a steel rail respectively, the clamping plate adheres to the steel rail through the high-strength adhesives to form a whole, and the clamping plate is firmly locked on the steel rail through the elastic clamp. The steel rail nondestructive reinforcing equipment has the advantages that additional damage of drilling to the steel rail is avoided, reinforcement of the steel rail and a damaged steel rail at a weld joint is achieved under the undamaged condition, dynamic stress and bending stress of the steel rail are effectively reduced, and crack propagation and fracture of the steel rail and the damaged steel rail at the weld joint are prevented; clamping force is constant, the structure is simple, installation is convenient to carry out, and later maintenance loads are small; weld joints can be avoided; installation is free from the height restriction of a steel rail bottom surface ballast bed and the surface of a rail board, and the equipment can adapt to ballast tracks and various types of ballastless tracks; the equipment can be applied to nondestructive reinforcement of rail transit project intervals such as high speed railways, general speed railways, heavy haul railways and urban rail transit and steel rails in forked areas.
Owner:CHINA RAILWAY DESIGN GRP CO LTD

Rubber granular concrete sleeper

The invention discloses a rubber particle concrete sleeper, which comprises a reinforced concrete sleeper, wherein the reinforced concrete sleeper is laid on a ballasted track bed, further comprisingrubber particles, the rubber particles are mixed in the reinforced concrete sleeper, and the rubber particles are irregularly distributed in the reinforced concrete sleeper. As a result of the micro-elastic action of the rubber particles, the impact resistance and fatigue resistance of the reinforced concrete sleeper can be remarkably improved, and the reinforced concrete sleeper has good toughness; moreover, the stress redistribution inside the reinforced concrete can be changed by using the rubber particles, the volume stability of the reinforced concrete can be improved, and the service life can be prolonged.
Owner:RAILWAY ENG RES INST CHINA ACADEMY OF RAILWAY SCI +1

Tramcar turnout switch structure

PendingCN113338089AMeet the requirements in terms of wear resistanceImprove assembly accuracyRail switchesTrack superstructureStructural engineeringWear resistance
The invention provides a tramcar turnout switch structure which is mainly composed of a manganese steel base, a straight stock rail and a curved switch rail, the straight stock rail and the curved switch rail are fixed in the manganese steel base, and the manganese steel base comprises a first connection section located at the head, a second connection section located at the tail and a base section located between the first connection section and the second connection section. The base is integrally cast by high manganese steel, so that the process production period is short, the processing amount is small, and the production cost is greatly reduced. Due to the fact that the base is integrally cast, after the straight stock rail and the curved switch rail are assembled, the overall stability of the structure is good, and the assembling precision is higher. The straight stock rail and the curved point rail can be made of alloy steel plates, the hardness of the straight stock rail and the curved point rail is generally 380 HBW or above, the requirement of the user for wear resistance can be well met, and the maintenance workload is reduced.
Owner:CHINA RAILWAY SHANQIAO GRP CO LTD

Heat exchange module for locomotive

The invention discloses a heat exchange module for a locomotive, which is characterized by comprising an air intake filter, a two-circuit radiator, a fan set, an electric reactor and an air discharge grille which are sequentially arranged along an air flow direction as well as a box structure for containing the components; the air intake filter is arranged on a front end plate of the box structure, and the two-circuit radiator and the electric reactor are respectively fixed on beams in the corresponding positions of the box structure through respective mounting bases by fasteners; an air duct mounting base of the fan set is used for connecting the fan set and the box structure through a vibration absorber; a pipeline is arranged on a water collecting chamber of the two-circuit radiator; and the air discharge grille is arranged on a rear end plate of the box structure. According to the invention, by adopting an overall matching design method, the same heat exchange module is used for simultaneously meeting the requirement of heat dissipation of a traction converter power module and the electric reactor; and the heat exchange module has the advantages of small volume, light weight, compact structure, low noise, convenience in maintenance, low auxiliary power consumption, high reliability, low life cycle cost and the like.
Owner:CRRC DALIAN INST CO LTD

High-speed rail bridge wind shielding structure vertical column

The invention relates to a high-speed rail bridge wind shielding structure vertical column. The existing ordinary-speed rail bridge wind shielding measures cannot satisfy a windproof requirement of a high-speed rail bridge in a strong wind area. The high-speed rail bridge wind shielding structure vertical column comprise a straight-section vertical column and a bending-section vertical column which are vertically fixed by splicing; the straight-section vertical column and the bending-section vertical column are provided with bolt holes which are used for fixing wind shielding plates; the upper portion of the bending-section vertical column is vertical and the lower portion bends towards a central line of a beam body; the upper portion vertical portion of the bending-section vertical column is fixed at a flange of the beam body and the bottom end is fixed on a box beam web; a vertical column splicing seam of the straight-section vertical column and the bending-section vertical column is arranged above a bridge surface; the external side is provided with a vertical column splicing plate; a vertical column connecting bolt is arranged on the vertical column splicing plate to enable the straight-section vertical column and the bending-section vertical column to be vertically connected with fixed. According to the high-speed rail bridge wind shielding structure vertical column, the cross wind function acting on a train body is changed through a wind shielding structure under the premise that the safety of the bridge structure and the wind shielding structure is satisfied, the critical wind speed of the train safe operation is improved, the train operation stability is increased, and the operation fault is reduced.
Owner:CHINA RAILWAY FIRST SURVEY & DESIGN INST GRP

Stacked composite ballastless rail system for rail transportation

The invention discloses a stacked composite ballastless rail system for rail transportation. The stacked composite ballastless rail system comprises an off-line foundation, a reinforced concrete ballast bed, reinforced concrete buttresses, composite sleepers, sleeper anchoring bolts, anchoring bolt sleeves, a fastener system and a steel rail, the reinforced concrete ballast bed is laid at the topof the off-line foundation, the reinforced concrete buttresses are uniformly arranged at the top of the reinforced concrete ballast bed according to fastener node spacing, and the composite sleepers are arranged at the tops of all the reinforced concrete buttresses. By means of the stacked composite ballastless rail system for the rail transportation, a stacked structure replaces an embedded structure, that is, the composite sleepers are stacked on the reinforced concrete buttresses, the embedded structure of traditional reinforced concrete sleepers is replaced, key parts are easy to replace,and the composite sleepers can be made of polymer materials like polyurethane, rubber and rubber plastic.
Owner:青岛安平轨道工程技术咨询有限公司

Silicon rubber sleeve expansion method and device

The invention relates to a silastic bushing expansion device. The invention is characterized in that the tail end of an expansion head is provided with an empty cavity; a spiral supporting pipe is inserted into the empty cavity and is provided with a top rod; the top rod can support a spiral supporting pipe; the top rod and a support saddle thereof are connected in an inserting way; a nylon net sleeve is arranged between a silastic tube and the expansion head as a spacer. The air clearance formed after the nylon net sleeve is sheathed on the expansion head can reduce much resistance in the silastic tube and hauls a silastic piece on a plastic spiral pipe by proper force. The silastic bushing expansion device has the advantages of clean expansion, non-large mechanical power and being suitable for the expansion of a short and thick pipe.
Owner:CHANGCHUN UNIV OF SCI & TECH

Method for renovating open-joint grouting damage of CRTS I-type double-block ballastless track sleeper

The invention relates to a method for renovating open-joint grouting damage of a CRTS I-type double-block ballastless track sleeper. The method comprises the following steps: planting steel bars and anchoring roadbed slabs on two sides of the damaged sleeper; polishing the top surface of the roadbed slab; installing a WJ-7 type fastener embedded sleeve; chiseling away roadbed slab concrete at thediseased sleeper; pouring grouting materials into the ballast bed pit; removing the original WJ-8 type fastener, and installing the WJ-7 type fastener for transition; dismounting a WJ-7 type fastenerfor transition; installing an original WJ-8 type fastener; performing fine adjustment of steel rail. The stress form of the ballastless track structure does not need to be changed, and the stress stability of the ballastless track after renovation is guaranteed. The fasteners do not need to be repeatedly adjusted so that the maintenance workload is reduced, and the empty hanging damage of the sleeper with limited fastener adjusting capacity is treated; the used grouting material has high flowability, micro-expansibility and good bonding strength, after concrete of a roadbed slab at the heightof the sleeper is chiseled away, gaps of new and old joint parts can be thoroughly eliminated by pouring the grouting material, the periphery of the sleeper is effectively and completely filled, and the treatment is thorough according to the reasons of diseases.
Owner:CHINA RAILWAY SIYUAN SURVEY & DESIGN GRP
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