WO2023198136A1 - Composite special-shaped flange track system - Google Patents

Composite special-shaped flange track system Download PDF

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Publication number
WO2023198136A1
WO2023198136A1 PCT/CN2023/087938 CN2023087938W WO2023198136A1 WO 2023198136 A1 WO2023198136 A1 WO 2023198136A1 CN 2023087938 W CN2023087938 W CN 2023087938W WO 2023198136 A1 WO2023198136 A1 WO 2023198136A1
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WO
WIPO (PCT)
Prior art keywords
track
shaped
special
flange
steel
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PCT/CN2023/087938
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French (fr)
Chinese (zh)
Inventor
董亚飞
Original Assignee
山东启和云梭物流科技有限公司
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Publication of WO2023198136A1 publication Critical patent/WO2023198136A1/en

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61BRAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
    • B61B5/00Elevated railway systems without suspended vehicles
    • B61B5/02Elevated railway systems without suspended vehicles with two or more rails
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00Tracks for special kinds of railways

Definitions

  • the invention belongs to the field of transportation technology and relates to a composite special-shaped flange track system, which is used for urban or inter-city rapid passenger transportation, logistics transportation, etc.
  • Rail transportation has become an important part of economic operations and people's lives, especially high-speed rail, subway, monorail transportation, suspended sky train transportation, etc., which are constantly innovating, developing and improving.
  • Rail transit refers to a type of transportation or transportation system that requires operating vehicles to travel on specific tracks.
  • Common rail transits include traditional railways (national railways, intercity railways and urban railways), subways, light rails and trams.
  • New rail transits include maglev track systems, monorail systems (straddle track systems and suspended track systems) and Automatic passenger rapid transit system, etc. Rail transit plays an important role in solving the traffic congestion problem, but urban traffic congestion has continued unabated.
  • China's car ownership will be 302 million in 2021, with an annual increase of 23.5 million, with 79 cities exceeding 1 million, 35 cities exceeding 2 million, and 20 cities exceeding 3 million. 10,000 vehicles, with 7 cities exceeding 4 million and 3 cities exceeding 5 million. Private car use has increased sharply, and more and more residents have 2 to 3 cars per household. Many major cities have also invested in thousands of shared cars. Second, the number of express delivery items in China will exceed 107.8 billion in 2021, with an average of nearly 300 million items per day.
  • rail transit such as light rail, straddling monorail, and suspended sky rail only have a single track and a single passenger function. Due to the bus operation model, urban low-altitude resources are not fully utilized. The construction of a modern smart city needs to find an upper and lower composite rail transit. The upper and lower rails are fully operated for high-speed passenger transportation during traffic peaks.
  • the upper and lower rails passenger transportation and logistics share the rails, so that the city's low-altitude resources can be fully utilized, profit can be achieved, and financial burdens can be reduced; citizens need A high-speed, efficient, safe, comfortable, energy-saving and environmentally friendly high-speed passenger transport that can reach traffic peaks in 1 hour on the ground and 10 minutes on the high-speed composite track to increase public travel, reduce private cars and traffic congestion, reduce air pollution, and reduce carbon emissions.
  • the purpose of the present invention is to provide a composite special-shaped flange track system for urban or inter-city high-speed passenger transportation and high-speed logistics transportation in view of the shortcomings of the existing technology, especially a composite special-shaped flange track system based on the H-structure base beam (1)
  • the upper and lower composite special-shaped flange rail transit system operates unmanned high-speed passenger vehicles and high-speed logistics vehicles (120-200 km/h).
  • the upper and lower composite rails simultaneously operate high-speed buses during traffic peaks.
  • the upper and lower rail logistics vehicles are shared with buses. Rail, maximize the benefits of transportation resources, reduce costs and achieve profitability.
  • the invention provides an upper and lower composite special-shaped flange rail transit system based on an H-structure base beam (1), including an H-structure base beam (1), a lower flange special-shaped track (20), and an upper flange special-shaped L track (30). , install cross beams (12), connect center beams (13), piers (15) and new energy systems (1H). On the same horizontal plane, there are one H-structure base beam (1) arranged longitudinally and in parallel on each side, and a rectangular structure mounting beam (12) on the inside of its front and rear ends, evenly distributed between the front and rear mounting beams (12).
  • connecting middle beams (13) of rectangular hollow structures connecting the left and right H structural base beams (1) into one track beam; the front and rear mounting beams (12) of multiple track beams are respectively erected on the piers (15 ), piers are installed at intervals of 5 to 120 meters and extend continuously on the ground of the planned route.
  • the ground is the green belt on both sides of the urban road, or the green belt in the center of the road, or the slope of the highway, or the highway.
  • the central dividing belt, etc. can also be erected in mountain tunnels or underground tunnels.
  • the new energy system (1H) is installed on the installation cross beam (12), the upper surface of the connecting center beam (13) and the inner side of the left and right H structural base beams (1), and is connected to the inner side of the H structural base beam (1). There are gaps in between to exclude rain and snow.
  • the upper flange of the H structure base beam (1) is provided with an upper flange special-shaped L track (30), and the lower flange is provided with a lower flange special-shaped track (20).
  • the H structure base beam (1) is based on the upper flange special-shaped track.
  • the L track (30) and the lower flange special-shaped track (20) are combined up and down to form a composite special-shaped flange track system; the comprehensive structural strength, longitudinal bending stiffness, transverse bending and torsional stiffness, etc. of the composite structure are all mutually strengthened and improved.
  • the total weight is reduced by 20% to 30%, and the comprehensive cost and engineering costs are reduced by 25% to 30%.
  • the traffic speed is 120 to 200 km/h, with a minimum turning radius of 20 meters and a climbing capacity of more than 100 ⁇ ; operating driverless high-speed passenger vehicles and high-speed logistics vehicles, and the upper and lower composite special-shaped flange tracks operate passenger vehicles at the same time during traffic peaks, one-way per hour
  • the passenger volume is 40,000 to 70,000.
  • the subway's transportation volume is less than 1/3 of the subway's investment. Passenger transport and logistics vehicles share the track alternately during non-traffic peak hours, while solving the problems of difficulty in riding and traffic congestion during urban traffic peak hours. and logistics vehicles increase urban congestion Transportation issues.
  • the composite special-shaped flange rail transit only takes 10 minutes to realize the 1-hour bus journey during peak traffic hours, providing high-end smart transportation services with full seats, high speed, efficiency, stability, comfort, energy saving and environmental protection; especially when cities are closed due to major epidemics or major natural disasters.
  • the composite special-shaped flange track system will give full play to its advantages of unmanned intelligent driving, quickly transport urgently needed supplies to various areas of the city, implement emergency rescue, and provide the city with a high-end high-speed expressway where low-altitude transportation resources are fully utilized. Solutions for composite special-shaped flange track systems used in smart transportation systems that share tracks for passenger transport and high-speed logistics.
  • the invention provides a composite special-shaped flange track system, which includes an H-structure base beam (1), a lower flange special-shaped track (20) and/or an upper flange special-shaped L track (30).
  • the H-structure base beam (1) As a basis, the upper flange special-shaped L track (30) provided on the upper flange and the lower flange special-shaped track (20) provided on the lower flange are combined up and down to form a composite special-shaped flange track system; or the upper flange special-shaped L track (20) is formed on the upper flange 30) or the lower flange special-shaped track (20) is applied alone.
  • the composite special-shaped flange track system also includes installation beams (12), connecting middle beams (13), piers (15), one H structural base beam (1) arranged longitudinally parallel to the left and right on a horizontal plane, and the There is a mounting beam (12) with a rectangular structure on the inside of the front and rear ends. There are 0 to 20 (the specific number and spacing are designed by professionals) rectangular hollow structure connecting middle beams (12) between the two mounting beams (12). 13), connect the left and right H structure base beams (1) into one track beam; the front and rear mounting beams (12) of the multiple track beams are respectively erected on piers continuously installed on the ground, and the piers are spaced every 5 to 120 meters.
  • the root is installed on the ground and extends continuously;
  • the composite special-shaped flange track system also includes a new energy system, which is arranged on the upper surface of the installation cross beam (12), the connecting middle beam (13) and the left and right H structural base beams (1 ), and leave gaps for rain and snow clearance between the left and right H structural base beams (1).
  • the new energy system (1H) provides auxiliary clean energy for the track lighting system, communication system or power system.
  • the new energy system (1H) The tempered high-strength, high-transmittance glass on the surface can also be used as an emergency evacuation evacuation channel for passengers;
  • the ground is preferably green belts on both sides of the road or in the center of the road, or in the middle of the highway or on the slopes on both sides. As shown in Figure 1 and Figure 2.
  • the H structural base beam (1) includes vertical flange beams, structural end beams (10), and structural middle beams (11).
  • the vertical flange beams are arranged parallel to the left and right on a horizontal plane, and the structural end beams (10) Arranged at both ends of the opposite inner sides of the two vertical flange beams, 0 to 20 are provided between the two structural end beams (10) along the inner sides of the two vertical flange beams (the specific number and spacing are designed by professionals )
  • the structural center beam (11) connects the left and right vertical flange beams into an integral structure.
  • the cross-section of the integral structure is similar to an H shape, so it is called an H structural base beam.
  • the upper and lower surfaces of the structural end beam (10) and the structural middle beam (11) are respectively on two horizontal planes; the flange above the connection point between the vertical flange beam and the structural end beam (10) and the structural middle beam (11) is called It is the upper flange (3), and the flange below the connection is called the lower flange (2).
  • power cable holes (1A) and communication cable holes (1B) are also arranged inside the vertical flange beam for laying power cables and communication cables.
  • the power cable hole (1A) and the communication cable hole (1B) are arranged inside the vertical flange beam outside the H structure base beam (1).
  • the structural end beam (10) and the structural middle beam (11) are provided with one or more weight-reducing holes (14) in the middle of the cross section, and the vertical flange beam is a hollow structure or a solid structure.
  • the structural and vertical flange beams and their connections with the structural end beams (10) and structural middle beams (11) are hollow structures or partially solid structures according to structural strength requirements to achieve lightweight H structural base beams (1). Specifically designed by this professional.
  • one left and right vertical flange beam is arranged in parallel and mirror-image symmetry.
  • the structural middle beam (11) is evenly distributed between the two structural end beams (10) along the inner sides of the two vertical flange beams.
  • the outstanding feature of the H structural base beam (1) is that the structure of the H structural base beam itself has strong vertical structural strength, stiffness, bending resistance and transverse structural strength, stiffness, bending resistance and torsion resistance.
  • H The upper flange (3) and lower flange (2) of the structural base beam (1) can be symmetrical structures, and the more preferred outstanding feature is an asymmetric structure, with upper flange special-shaped L tracks provided on the left and right upper flanges (3) (30)
  • the special structure further enhances the structural strength, stiffness, bending resistance and torsion resistance of the H structure base beam (1) in the vertical and horizontal directions, allowing the upper flange (3) structure to be thinner and lighter. Material saving, energy saving and low carbon.
  • the H structural base beam (1), structural end beam (10) and structural middle beam (11) are integrally cast from reinforced concrete, or processed from steel, or made from composite materials. As shown in Figure 1 and Figure 2.
  • the upper flange special-shaped L track (30) includes an H structural base beam (1) and an L-shaped track.
  • the L-shaped track is installed on the upper flange of the H structural base beam (1); the L-shaped track includes an L-shaped track.
  • the vertical edge guard plate (31) and the L horizontal edge track surface (32) are based on the H structural base beam (1), and are each equipped with an L mirror symmetrically on the upper surfaces of its left and right upper flanges (3). type track, its L vertical side guard plate (31) faces upward, the outer side is on the same vertical plane as the outer side of the upper flange (3), and its L horizontal side track surface (32) is installed horizontally on the upper wing inward.
  • the upper flange special-shaped L track (30) extends longitudinally along the H structural base beam (1); the part of the L horizontal side track surface (32) inward beyond the width of the upper flange (3) is called
  • the L track in-plane display panel (33) is shown in Figures 1 and 2.
  • the upper flange special-shaped L track (30) also includes an upper intelligent safety guide wheel track (35), a lower intelligent safety guide wheel track (36), an upper intelligent safety guide wheel track (35) and a lower intelligent safety guide wheel track (35). 36) can be set in different areas of the track system respectively.
  • the upper intelligent safety guide wheel tracks (35) are located on the inner surfaces of the left and right L vertical edge guards (31), and the lower intelligent safety guide wheel tracks (36) are located on the left and right upper flanges ( 3) On the inner surface.
  • the upper intelligent safety guide wheel track (35) and the lower intelligent safety guide wheel track (36) are set in the same area of the track system, for example, the upper intelligent safety guide wheel track (35) and the lower intelligent safety guide wheel track (35) are arranged in the same area of the track system.
  • the tracks (36) are all arranged on the inner surfaces of the left and right L vertical edge guards (31), or are all arranged on the inner surfaces of the left and right upper flanges (3).
  • the upper intelligent safety guide wheel trajectory (35) and the lower intelligent safety guide wheel trajectory (36) are the running trajectories of the safety guide wheels of the unmanned vehicle intelligent safety guidance system on the track system; on the upper flange special-shaped L track ( 30)
  • the unmanned vehicles operating on the road are mainly autonomously guided, supplemented by an intelligent safety guidance system.
  • the intelligent safety guidance system can be based on the vehicle's operating status, lateral wind force, turning centrifugal force or vehicle operating offset.
  • the distance between the safety guide wheel and the track is automatically controlled from 0 to 30 mm, and the auxiliary guide force and balance stability force applied to the upper intelligent safety guide wheel track (35) and the lower intelligent safety guide wheel track (36) are precisely controlled. Minimize running resistance and maintain high-speed and smooth operation.
  • the upper flange special-shaped L track (30) also includes an upper power supply rail (34) and a positioning signal network (4F).
  • the upper power supply rail (34) is installed on the outside or upper flange (3) of the H structure base beam (1). ) inside, it supplies power to vehicles running on the upper flange special-shaped L track (30).
  • the power supply is supplied by the power cable located in the power cable hole (1A); the positioning signal network (4F) is installed on the upper flange (3 ) on the inner side, or on the inner side of the left and right L vertical edge guards (31), corresponding to the position of the position signal speedometer on the vehicle, providing accurate positioning for the unmanned intelligent driving vehicle to operate on the track and at the station. Position parking.
  • the upper flange special-shaped L track (30) is made of reinforced concrete cast into an integral structure, or processed from steel, or processed from composite materials. More preferably, the upper flange (3), L vertical edge guard plate (31), and L horizontal edge track surface (32) are reinforced with fibers during reinforced concrete casting, including carbon fiber, polyamide fiber, glass fiber, etc. Cast in concrete to further increase structural strength, improve surface wear resistance, and reduce the overall weight of the beam.
  • the L vertical edge guard plate (31) and the L track in-plane expansion plate (33) are respectively replaced by the L vertical edge steel guard plate (3A) and the angle steel expanded track surface (3B).
  • one L vertical edge steel guard plate (3A) on the left and right is installed on the outer surface of the left and right upper flange (3) and arranged continuously.
  • the L vertical edge steel guard plate (3A) also includes reinforcing transverse bars. (38), channel-shaped vertical bars (39), the channel-shaped vertical bars (39) are vertically connected to the outer surface of the L vertical edge steel guard plate (3A) to further enhance the vertical edge of the L vertical edge steel guard plate (3A).
  • the channel-shaped vertical bars (39) are arranged at equal intervals longitudinally along the L vertical edge steel guard plate (3A). Between each two channel-shaped vertical bars (39), 0 to 4 reinforcing horizontal bars (38) are installed transversely. ); there is an angle steel track surface (3B) on the left and right, and the angle steel mounting edges are respectively installed on the inner surfaces of the left and right upper flanges (3).
  • the angle steel track surface edges are mirror-symmetrically arranged inward, and the upper surface is horizontal to L.
  • the side track surfaces (32) are on the same plane; preferably, the angle steel track surface edge and the angle steel installation edge are connected and supported by triangular rib plates (3C); the triangular rib plates (3C) are spaced along the angle steel abducted track surface (3B) Distribution, as shown in Figure 12, the specific spacing distance is specifically designed by the professional and technical personnel.
  • the L vertical edge steel guard plate (3A) and angle steel expanded track surface (3B) can be replaced by composite fiber materials (including carbon fiber, polyamide fiber, or glass fiber, etc.) to achieve lightweight track beams. As shown in Figures 3a and 3b.
  • the left and right L-shaped rails of the upper flange special-shaped L rail (30) are installed in mirror symmetry on the upper surfaces of the left and right upper flanges (3) of the H structural base beam (1) respectively; horizontally
  • the L horizontal edge track surface (32) installed on the upper surface of the upper flange (3) extends out of the inner and outer sides of the upper flange (3), and the L vertical edge guard (31) is on the L horizontal edge track surface (32) ) is vertically upward, and its outer surface is vertically parallel to the outer surface of the upper flange (3).
  • the upper flange special-shaped L track (30) extends longitudinally along the H structural base beam (1); the L horizontal side track surface ( 32) The part extending inward by the width of the upper flange (3) is called the L track surface inner expansion plate (33), and the part of the L horizontal side track surface (32) extending outward by the width of the upper flange (3) is called L
  • the track surface outward expansion board (37) further widens the track surface of the L-shaped track. As shown in Figure 10.
  • the L vertical edge guard plate (31) and L track surface expansion plate (37) can be replaced by a special-shaped vertical edge steel guard plate (3E).
  • the special-shaped vertical edge steel guard plate (3E) includes a vertical steel guard plate, an abducted track panel, and a special-shaped vertical edge installation plate (3F).
  • the bottom edge of the vertical steel guard plate is vertically connected to the outer edge of the horizontal expansion track panel, and the inner edge of the expansion track panel is vertically connected to the upper edge of the special-shaped vertical edge mounting plate (3F).
  • Type structure one left and right special-shaped vertical edge steel guard plate (3E) and special-shaped vertical edge mounting plates (3F) are installed in mirror symmetry on the outer surfaces of the left and right upper flanges (3) respectively, and are continuously arranged on the outside of the left and right upper flanges (3).
  • the upper surface is on the same plane as the L horizontal edge track surface (32); preferably, the special-shaped vertical edge steel guard plate (3E) also includes a special-shaped vertical rib plate (3D), the special-shaped vertical rib plate (3D) and the special-shaped vertical rib plate (3D)
  • the edge steel guard plates (3E) have the same shape and structure. They are installed vertically on the outer surface of the special-shaped vertical edge steel guard plates (3E) along the vertical direction.
  • the special-shaped vertical edge steel guard plates (3E) are arranged at equal intervals longitudinally along the special-shaped vertical edge steel guard plates (3E). Every two 0 to 4 reinforcing transverse ribs (38) are installed transversely between the special-shaped vertical rib plates (3D).
  • the special-shaped vertical edge steel guard plate (3E) is made of hot-rolled steel or welded steel plates, or alternatively processed with composite fiber materials to achieve lightweighting. As shown in Figures 11a and 11b.
  • the lower flange special-shaped track (20) is a lower flange special-shaped maglev track, a lower flange special-shaped C track, a double suspension track, a double T-shaped steel track, a single T-shaped steel track, a double It is a kind of shaped steel track and double I-shaped steel track; the lower flange special-shaped track (20) is based on the H structural base beam (1), the upper flange special-shaped L track (30) and the lower flange special-shaped track (20) The upper and lower parts are combined into a composite special-shaped flange track system.
  • the lower flange special-shaped track (20) is a "lower flange special-shaped maglev track" and is used in maglev rail transit systems.
  • the lower flange special-shaped maglev track includes an H structural base beam (1) and a suspension track. Based on the H structural base beam (1), a suspension track is provided on the outside or inside of the bottom end of the left and right lower flanges (2) respectively.
  • the base beam (1) of the H structure extends continuously longitudinally, and the left and right suspension rails are arranged in mirror symmetry, and the bottom surface thereof is the same plane as the bottom surface of the lower flange (2); the suspension rails include an outer suspension rail (22) and an inner suspension rail (22). twenty one).
  • the lower flange special-shaped maglev track is an externally suspended maglev track, including an H structural base beam (1) and an external suspension track (22).
  • an external suspension track (22) is provided on the outside of the bottom end, extending longitudinally along the base beam of the H structure (1).
  • the left and right external suspension tracks (22) are arranged in mirror symmetry, with the bottom surface and the lower flange (2) The bottom surface is the same plane.
  • the lower flange special-shaped maglev track also includes a U-shaped steel track (6), a linear motor secondary, and a braking track.
  • the bottom surface of the U-shaped steel track (6) and the U-shaped rail mounting plate (61) are one
  • the U-shaped steel track (6) is installed on the bottom surface of the left and right lower flanges (2) through the U-shaped rail mounting plate (61).
  • the left and right legs of the U-shaped steel track (6) are called magnetic pole legs; 1 to 3 Or more linear motor secondary (65) are installed on the bottom surface of the structural end beam (10) and the structural middle beam (11) or other suitable positions.
  • the braking track can use the left or right magnetic pole leg of the U-shaped steel track (6) as the braking track.
  • the braking track can also be independently set as a T-shaped braking track (60).
  • the T-shaped braking track (60) can be used as a braking track.
  • the brake track (60) includes a brake plate (64) and a brake track installation plate (63).
  • the brake plate (64) is vertically installed in the center of the brake track installation plate (63) to form a T-shaped structure.
  • the track mounting plate (63) is installed at the bottom of the outer suspension track (22).
  • the lower flange special-shaped maglev track also includes a lower power supply rail (24), a positioning signal network (4F), and an intelligent safety guide wheel track (23).
  • the lower power supply rail (24) is installed on the outside of the lower flange (2).
  • the power supply for the maglev vehicle running on the "lower flange special-shaped maglev track" is supplied by the power cable located in the power cable hole (1A);
  • the positioning signal network (4F) is installed on the inner surface of the lower flange (2) or Other suitable positions correspond to the position signal speedometer on the vehicle;
  • a pair of mirror-symmetrical intelligent safety guide wheel tracks (23) are set on the outer surfaces of the left and right lower flanges (2), which are special-shaped maglev tracks on the lower flanges.
  • Maglev vehicles running on the above-mentioned roads add a layer of safety guarantee; the safety guide wheels corresponding to the intelligent safety guide wheel tracks (23) are controlled by the intelligent safety guide system to keep the distance between the safety guide wheels and the tracks 0 to 30 mm or wider. distance to ensure that the driverless suspension vehicle runs along the track with minimal resistance under the precise control of autonomous steering.
  • the safety guide wheel plays a role in auxiliary guidance and safety and stability when necessary.
  • the above-mentioned lower flange special-shaped maglev track is called “externally suspended maglev track”. As shown in Figure 1 and Figure 2.
  • the lower flange special-shaped maglev track is an internally suspended maglev track.
  • the outer suspension track (22) of the lower flange special-shaped maglev track can be replaced by an inner suspension track (21), based on the H structural base beam (1).
  • an inner suspension track (21) is respectively provided on the inside of the bottom end of the left and right lower flanges (2), extending longitudinally along the H structural base beam (1), and the left and right inner suspension tracks (21) are arranged in mirror symmetry on the same horizontal plane , its bottom surface is in the same plane as the bottom surface of the lower flange (2); a pair of mirror-symmetrical intelligent safety guide wheel tracks (23) are arranged on the inner surfaces of the left and right lower flanges (2); other structures and functions are the same as the above-mentioned lower flange (2).
  • the flange special-shaped maglev track is completely consistent and is called "internally suspended maglev track".
  • the lower flange special-shaped maglev track is an L steel track (29); the outer suspension track (22) and the inner suspension track (21) of the lower flange special-shaped maglev track can be replaced by L steel tracks (29).
  • the steel track (29) is installed inside or outside the bottom end of the left and right lower flanges (2).
  • the L steel track (29) is made of steel or composite materials to achieve lightweight; the L steel track (29) includes The vertical installation plate (25), the flat track plate (26), and the protective plate (27) are vertically connected to the flat track plate (26) to form an L shape, and the protective plate (27) is vertically installed on the flat track plate.
  • the outer edge of the track plate (26) is parallel to the vertical mounting plate (25), and the protective plate (27) is used to protect the vehicle support wheels running on the L steel track from derailing. As shown in Figure 4.
  • the lower flange special-shaped track (20) is a "lower flange special-shaped C track", which is used in a four-cantilever bogie wheel-rail transportation system.
  • the lower flange special-shaped C track includes an H structural base beam (1) and an internal suspension running track (2A); based on the H structural base beam (1), its left and right lower flanges (2) are installed vertically on the inside of the bottom respectively.
  • the inner suspension running rail (2A) is arranged mirror-symmetrically inward in the horizontal direction.
  • the bottom surface of the inner suspension running rail (2A) and the bottom surface of the lower flange (2) are on the same plane, and the opening formed by the inner suspension running rail (2A) faces inward.
  • the lower C-shaped structure track is called "lower flange special-shaped C track".
  • the difference from the above-mentioned “internally suspended maglev track” is that the internally suspended track (21) of the “internally suspended maglev track” is narrower in width and carries small steel wheels with supporting functions on the maglev vehicle.
  • the supporting small steel wheel only falls on the inner suspension track (21) to support the weight of the entire maglev vehicle.
  • the supporting small steel wheel accompanies the maglev vehicle.
  • the width of the inner suspension running track (2A) of the lower flange special-shaped C track is 2 to 6 times or more times that of the inner suspension track (21), and carries the vehicle walking or guiding function
  • the large rubber wheel always carries the weight of the entire vehicle; the distance between the inner sides of the left and right inner suspension running rails (2A) is called the track opening spacing.
  • the track opening spacing of the "lower flange special-shaped C track” is the distance between the existing “single-shaped 1.1 to 10 times or more times the track opening spacing (150 to 180mm) of "suspension arm bogie"; the ultra-wide track opening spacing creates necessary and sufficient conditions for the passage of four cantilever bogie suspended vehicles, and the four cantilever bogie suspended vehicles shake
  • the angle is less than 1°, and the running speed is increased by 2 to 4 times, which fundamentally solves the technical problem of the single suspension arm bogie swinging at an angle of 4° to 15°.
  • the lower flange special-shaped C track also includes a lower power supply rail (24), a positioning signal network (4F), and an intelligent safety guide wheel track (23);
  • the lower power supply rail (24) is installed on the outside of the lower flange (2).
  • the vehicle is powered by a power cable located in the power cable hole (1A);
  • the positioning signal network (4F) is installed on the inner surface of the lower flange (2) or other suitable position, and is connected to the position signal speedometer on the vehicle
  • a pair of mirror-symmetrical intelligent safety guide wheel trajectories (23) are arranged on the inner side of the left and right lower flanges (2), and the safety guide wheels corresponding to the intelligent safety guide wheel trajectories (23) are driven by the intelligent safety guide wheel.
  • the system controls the distance between the safety guide wheel and the track to maintain a distance of 0 ⁇ 30mm or wider, implementing precise auxiliary safety, stability and guidance control. As shown in Figure 5.
  • the lower flange special-shaped track (20) is a "double suspension track".
  • the double suspension track includes an H-structure base beam (1), an inner suspension track (21), an outer suspension track (22), and an intelligent safety guide wheel.
  • the structural base beam (1) extends continuously longitudinally.
  • the inner suspension track (21) and the outer suspension track (22) are arranged in mirror symmetry on the same plane.
  • the bottom surface and lower flange of the inner suspension track (21) and the outer suspension track (22) are on the same plane; a pair of mirror-symmetrical intelligent safety guide wheel tracks (23) are respectively arranged inside the left and right lower flanges (2); the driving wheels of the suspension vehicle run on the upper surface of the inner suspension track (21) , the support wheels of the suspension vehicle run on the upper surface of the outer suspension track (22).
  • the "double suspension track” also includes a lower power supply rail (24), a positioning signal network (4F), and an intelligent safety guide wheel track (23).
  • the lower power supply rail (24) is installed outside the two left and right lower flanges (2).
  • the position signal network (4F) is installed on the inside of the lower flange (2) or other suitable position, corresponding to the position of the position signal speedometer on the vehicle; a pair of mirror-symmetrical intelligent safety guide wheel tracks (23) are installed on the left and right lower flanges (2) On the inner side. As shown in the lower left picture of Figure 2.
  • the lower flange special-shaped track (20) is a "double T-shaped steel track", and the double T-shaped steel track includes an H structural base beam (1), a T-shaped steel track (7), and an intelligent safety guide wheel track (23);
  • a mirror-symmetrical T-shaped steel track (7) is installed along the inner and outer sides of the left and right lower flanges (2) of the H structural base beam (1), which is called a double T. Steel track;
  • the T-shaped steel track (7) includes a T-shaped web (70), a track surface wing (71), and a mounting wing (72).
  • the T-shaped steel track (7) is an "inverted T-shaped" structure.
  • T-shaped vertical plate is called T-shaped web (70)
  • T-shaped web (70) is installed vertically on the center line of the inverted T-shaped bottom panel.
  • the bottom panel on one side of the T-shaped web (70) is called the track surface wing (71), and the bottom panel on the other side is called the installation wing (72).
  • the T-shaped steel track (7) can be hot-rolled from a steel billet or welded from a steel plate; there is one T-shaped steel track (7) inside and outside, and its T-shaped webs (70) are respectively installed on the inner and outer sides of the lower flange (2).
  • the installation wing plate (72) is installed on the bottom surface of the lower flange (2);
  • the T-shaped steel track (7) also includes a reinforcing rib plate (73), and the reinforcing rib plate (73) is installed on the track surface wing plate (71) and installed On the bottom surface of the wing plate (72);
  • the intelligent safety guide wheel track (23) is arranged on the inner surface of the upper or lower flange (2) of the inner T-shaped web (70). As shown in Figure 6a.
  • the T-shaped steel track (7) can be replaced by a T-shaped track made of composite fiber materials (including carbon fiber, polyamide fiber, or glass fiber, etc.), which can greatly reduce the weight of the track beam.
  • composite fiber materials including carbon fiber, polyamide fiber, or glass fiber, etc.
  • the lower flange special-shaped track (20) is a "single T-shaped steel track", and the double T-shaped steel track can be replaced by an outer single T-shaped steel track or an inner single T-shaped steel track.
  • the outer single T-shaped steel track, that is, a T-shaped steel track (7) is installed on the outside of the left and right lower flanges (2)
  • the inner single T-shaped steel track, that is, a T-shaped steel track is installed on the inner side of the left and right lower flanges (2). (7), other structures are completely consistent with the above-mentioned double T-shaped steel track.
  • the lower flange special-shaped track (20) is a "double "Shaped Steel Track", "Double “Shaped steel track” is an inward-type double Profile steel track or outward-facing double Profiled steel track.
  • the introverted double The steel track includes H structural base beam (1), The track (5) is based on the base beam (1) of the H structure, and has one track installed on the bottom surface of its left and right lower flanges (2).
  • type track (5) the type track(5)
  • the track surface (53) is arranged inwardly mirror-symmetrically, which is called the inward-type double track surface (53).
  • Profiled steel track. described type track (5) includes Profile rail mounting wing (51), Type track web (52), Type track surface (53), L-shaped reinforcement (54); The profile rail mounting wing (51) is placed horizontally, and one is installed vertically below the center line of its lower surface.
  • Type rail web(52) The bottom edge of the profiled track web (52) is in contact with the horizontal inward
  • the outer edges of the track surface (53) are vertically connected;
  • the L-shaped reinforcing ribs (54) are L-shaped plates.
  • the outer side of the type track (5) is composed of The bottom surface of the outer half of the profile rail mounting wing (51), from the outer side of the rail web (52) to The bottom surface of the track surface (53) is vertically connected with an L-shaped reinforcing rib (54).
  • the rails (5) are arranged at equal intervals longitudinally, and the specific intervals are specifically designed by technicians in the field.
  • the The track (5) also includes a protective plate (27) and an intelligent safety guide wheel track (23).
  • the protective plate (27) is installed vertically on On the edge of the track surface (53), with The track web (52) is parallel; the intelligent safety guide wheel track (23) is set on on the inner side of the rail web (52).
  • the type track(5) can be arranged outward in mirror symmetry, which is called an outward-facing double track surface (53).
  • Profiled steel track Other and introverted pairs The profiled steel rails are the same.
  • the The shaped track (5) is made of steel plates welded or hot-rolled, or made of composite materials to significantly reduce the weight of the track beam. As shown in Figure 5b.
  • the lower flange special-shaped track (20) is a "double I-beam steel track", including an H-structure base beam (1), an I-beam
  • the steel track (75) is based on the H structural base beam (1), and an I-shaped steel track (75) is installed on the bottom surface of its left and right lower flanges (2), arranged in mirror symmetry.
  • the I-beam track (75) includes a work installation wing (76), an I-shaped web (77), and a work track surface wing (78); one top and bottom work installation wing (76) and a work track surface wing.
  • the plates (78) are aligned and placed parallel and horizontally, and an I-shaped web (77) is placed vertically and installed vertically corresponding to the center lines of the upper and lower work installation wing boards (76) and the work track surface wing boards (78) to form a workstation.
  • the I-shaped steel track (75) has an I-shaped wing plate (76) installed on the bottom surface of the lower flange (2); preferably, the I-shaped steel track (75) also includes a reinforcing rib plate (73). ) is installed on the bottom surface of the engineering track surface wing plate (78).
  • the I-beam track (75) is made of welded or hot-rolled steel plates, or made of composite materials to significantly reduce the weight of the track beam. As shown in Figure 6b.
  • the upper flange special-shaped L track (30) can be used as an independent track, and the H structural base beam (1) is replaced by a U-shaped base beam (1G).
  • the U-shaped base beam (1G) includes a vertical The straight flange beam, the structural end beam (10), and the structural middle beam (11) each have a vertical flange beam arranged longitudinally parallel to the left and right sides of a horizontal plane.
  • a structural end beam (10) is provided at each end, and 0 to 20 are evenly distributed along the bottom of the inner side of the two vertical flange beams and between the two structural end beams (10) (the specific number and spacing are designed by professionals.
  • the middle beam (11) of the structure connects the left and right vertical flange beams into a U-shaped base beam (1G) overall structure, and the upper flange is called the upper flange (3).
  • the upper flange special-shaped L track (30) is arranged on the upper flange (3) of the U-shaped base beam (1G), and the structure of the upper flange special-shaped L track (30) is completely consistent with the above. As shown in Figure 7.
  • the special-shaped suspension track (20) is a special-shaped maglev track with a lower flange and is used as an independent track.
  • the H-structure base beam (1) is replaced by an inverted U-shaped base beam, and the flange of the inverted U-shaped base beam is downward. , so it is called the lower flange (2).
  • a lower flange special-shaped maglev track is provided on the lower flange (2) of the inverted U-shaped base beam.
  • the structure of the lower flange special-shaped maglev track is completely consistent with the above. As shown in Figure 8.
  • the pier (15) also includes an auxiliary pier (16) and a support wing (17).
  • the auxiliary pier (16) is installed below the support wing (17) and is horizontally connected to the support wing (17).
  • the support wing (17) is arranged on the sliding end or/and the fixed end of the H structural base beam (1) and the outside of the corresponding structural end beam (10), and is connected with the left and right structural end beams (10),
  • the cross beams (12) are installed on the same center line; the auxiliary pillars (16) are installed on the outside of the left and right H structural base beams (1) of the composite special-shaped flange track beam and on the same center line as the pier columns (15).
  • one pier is symmetrically arranged on the left and right with the pier (15) as the center; the auxiliary pier (16) is mainly installed in the soft road base section, and other road base sections can be used to improve the safety and stability of the composite special-shaped flange track system. , technicians in this field can set up auxiliary piers (16) as needed. As shown in Figure 9.
  • the support wings (17) can be cast into an integral structure with reinforced concrete together with the H structural base beam (1), or welded with steel plates, or made of composite materials.
  • the present invention provides a composite special-shaped flange track system.
  • the height of the two vertical flange beams of the H structural base beam (1) is The combination of flange design, partial hollow design, and special-shaped flange track design at the upper and lower flange ends has greatly enhanced the overall rigidity and strength of the H structural base beam (1), structural end beam (10) and structural middle beam (11). ) further enhances the structural strength and torsion resistance of the H structural base beam (1).
  • the H structure base beam (1) has a greatly improved comprehensive cost performance, light overall weight, and low overall cost.
  • the rail transit system of special-shaped flange track composite H structural beam achieves a minimum turning radius of 20 meters and a climbing capacity of more than 100 ⁇ through the close combination of track and intelligent safety guided vehicle structural design, making full use of urban low-altitude resources and both sides of urban roads.
  • green belt or central green belt does not occupy urban right of way, and reduces urban traffic congestion. It has flexible line selection, strong adaptability to urban roads, economical use of land, and less demolition.
  • the comprehensive construction investment is 1/3 of the light rail investment and 1/6 of the subway investment.
  • the comprehensive operating cost is 2/3-3/ of the light rail investment. 4.
  • the vehicles running in this composite track system mainly realize autonomous steering through the unmanned intelligent driving system, and use the intelligent safety guidance system to maintain a 0 ⁇ 30mm gap between the intelligent safety guide wheels and the track, effectively reducing the number of vehicles.
  • the contact friction between the guide wheels and the track track increases the vehicle operating speed to 100-200 km/h.
  • the vehicle operating speed is 4-6 times that of buses.
  • the peak departure interval of intelligent unmanned intelligent driving can be less than 1.5 minutes.
  • the passenger volume is It is 5 to 10 times faster than buses and equivalent to light rail.
  • Passenger vehicles and logistics vehicles share the track during non-traffic peak periods, which greatly improves the efficiency of urban transportation and better alleviates urban traffic jams and logistics transportation problems. It provides a solution for urban smart transportation and smart logistics for smart city construction.
  • Figure 1 is a schematic cross-sectional view of the composite special-shaped flange track system of the present invention and the vehicle running on it.
  • Figure 2 is a three-dimensional schematic diagram of the composite special-shaped flange track beam of the present invention.
  • the lower left picture shows the double suspension track
  • the lower right picture shows the external suspension maglev track
  • the upper picture shows the upper flange special-shaped L track.
  • Figure 3 Schematic diagram of the upper flange cross section of the upper flange special-shaped L track, the L vertical edge steel guard plate and the angle steel expanded track surface, where a) the front view of the cross section, b) the left view of the L vertical edge steel guard plate Schematic diagram.
  • Figure 4 is a schematic cross-sectional view of the L steel track of the present invention, in which a) the inner suspended L steel track and b) the outer suspended L steel track.
  • Figure 5 The lower flange special-shaped C track of the present invention and Schematic diagram of the cross-section of the shaped steel track, where: a) is the cross-section diagram of the special-shaped C track on the lower flange, b) is Cross-section diagram of profiled steel track.
  • Figure 6 is a schematic cross-sectional view of the suspension track of the present invention. Among them: a) is the cross-section diagram of the suspended T-shaped steel track. b) This is a cross-section diagram of a suspended I-shaped steel track.
  • Figure 7 is a schematic cross-sectional view of the upper flange special-shaped L track independently applied according to the present invention.
  • Figure 8 is a cross-sectional schematic diagram of an internally suspended magnetic levitation track independently applied according to the present invention.
  • Figure 9 is a schematic cross-sectional view of the piers, auxiliary piers and support wings of the present invention.
  • Figure 10 is an installation form of the special-shaped flange L track on the composite special-shaped flange track beam of the present invention.
  • Figure 11 Schematic diagram of the cross section of the upper flange of the special-shaped L track, the special-shaped vertical edge steel guard plate and the cross-sectional view of the angle steel expanded track surface, where a) the cross-sectional front view diagram, b) the special-shaped vertical edge steel guard plate on the left View diagram.
  • Figure 12 Schematic diagram of the cross section of the upper flange of the special-shaped L track with triangular rib plate, the L vertical edge steel guard plate and the angle steel expanded track surface, where a) cross section front view, b) L vertical Schematic diagram of the left side of the edge steel guard plate.
  • Upper flange special-shaped L track 31. L vertical side guard plate, 32. L horizontal side track surface, 33. L track surface inner display panel, 34. Upper power supply rail, 35. Upper safety guide wheel track, 36. Lower safety guide wheel track, 37. L track surface outward display board, 38. Reinforced transverse bars, 39 grooved vertical bars, 3A, L vertical edge steel guard plate, 3B, Angle steel extended track surface, 3C, triangular rib plate, 3D, special-shaped vertical bars, 3E, special-shaped vertical edge steel guard plate, 3F, special-shaped vertical edge mounting plate, 3V, upper flange special-shaped L rail car, 4. Communication base station, 4F, positioning signal network, 5.
  • T-shaped steel track 70. T-shaped web, 71. Track surface wing, 72. Installation wing, 73. Stiffening plate, 75. I-beam track, 76. Industrial installation wing, 77. I-shaped web, 78. I-shaped rail surface wing.
  • the following schematic diagrams and specific embodiments are used to further illustrate the present invention, but the present invention is not limited thereto.
  • the directional words used in the present invention include “front”, “back”, “left”, “right”, “upper”, “lower”, “top”, “bottom”, “vertical”, “horizontal”, “ “Vertical”, “inside”, “outside”, etc. are all based on the schematic diagram. They are only for the convenience of description and relative position, and do not represent the actual orientation. The terms are mainly used to distinguish different components, but do not specifically limit the components.
  • This embodiment provides an H-structure base beam 1 .
  • the H structural base beam 1 includes vertical flange beams, structural end beams 10, and structural middle beams 11.
  • the vertical flange beams are located on a water Arranged parallel to each other on the plane, the structural end beams 10 are arranged at both ends of the opposite inner sides of the two vertical flange beams.
  • Beam 11 connects the left and right vertical flange beams into an integral structure.
  • the cross-section of the integral structure is similar to an H shape, so it is called an H structural base beam.
  • One vertical flange beam on the left and right is arranged in parallel and mirror-symmetrical arrangement.
  • the upper and lower surfaces of the structural end beams 10 and the structural middle beams 11 are respectively on two horizontal planes.
  • the number and distribution spacing of the structural middle beams 11 are set by professional designers based on scientific calculation results; the vertical flange beams and the structural
  • the flange above the connection between the end beam 10 and the structural center beam 11 is called the upper flange 3, and the flange below the connection is called the lower flange 2.
  • the structural center beam 11 is evenly distributed between the two structural end beams 10 along the inner sides of the two vertical flange beams.
  • power cable holes 1A and communication cable holes 1B are also provided inside the vertical flange beam for laying power cables and communication cables.
  • the power cable hole 1A and the communication cable hole 1B are provided inside the vertical flange beam outside the base beam 1 of the H structure.
  • a plurality of weight-reducing holes 14 are provided in the middle of the cross-section of the structural end beam 10 and the structural middle beam 11.
  • the size and arrangement of the weight-reducing holes 14 can be designed by those skilled in the art according to needs.
  • the vertical flange beam is a hollow structure, and the vertical flange beam and its connection with the structural end beam 10 and the structural middle beam 11 are hollow structures to realize the lightweight of the H structural base beam 1 and are specifically designed by this professional.
  • the outstanding feature of the H structure base beam 1 is that the structure of the H structure base beam itself has strong vertical structural strength, stiffness, bending resistance and transverse structural strength, stiffness, bending resistance and torsion resistance.
  • the H structure base beam The upper flange 3 and lower flange 2 of the beam 1 are asymmetric structures.
  • the special structure of the upper flange special-shaped L track 30 provided on the left and right upper flanges 3 further enhances the structural strength of the H structure base beam 1 in the vertical and horizontal directions.
  • the stiffness, bending resistance and torsion resistance enable the upper flange 3 structure to be thinner and lighter, saving materials, energy and carbon.
  • the H structural base beam 1, structural end beam 10 and structural middle beam 11 are integrally cast from reinforced concrete, and those skilled in the art can design according to needs. As shown in Figure 1 and Figure 2.
  • the H structural base beam 1 includes a vertical flange beam and a structural end beam 10. Each left and right vertical flange beam is arranged in mirror symmetry and parallel arrangement on a horizontal plane.
  • the structural end beam 10 is arranged on two vertical flanges. The two ends of the beam relative to the inner side connect the left and right vertical flange beams into an overall structure.
  • the cross-section of the overall structure is similar to an H shape, so it is called an H structural base beam.
  • a weight reduction hole 14 is provided in the middle of the cross section of the structural end beam 10 and the structural middle beam 11.
  • the vertical flange beam is a solid structure, the vertical flange beam and its connection with the structural end beam 10 and the structural middle beam.
  • the connection point of 11 adopts a partially solid structure to realize the lightweight of H structure base beam 1, which is specifically designed by this professional.
  • the H structural base beam 1, structural end beam 10 and structural middle beam 11 are made of steel. Those skilled in the art will Design as needed. As shown in Figure 1 and Figure 2.
  • Ten structural middle beams 11 are arranged between the two structural end beams 10 along the inner sides of the two vertical flange beams.
  • the H structural base beam 1, structural end beam 10 and structural middle beam 11 are made of composite materials, and those skilled in the art can design them according to needs.
  • This embodiment provides an upper flange special-shaped L track 30.
  • the upper flange special-shaped L track 30 includes an H structural base beam 1 and an L-shaped track.
  • the L-shaped track is installed on the upper flange of the H structural base beam 1; the L-shaped track includes an L vertical edge guard 31 and The L horizontal side track surface 32 is based on the H structural base beam 1.
  • An L-shaped track is installed on the upper surface of the left and right upper flanges 3 in mirror symmetry.
  • the L vertical side guard plate 31 faces upward and outward.
  • the side surface and the outer surface of the upper flange 3 are on the same vertical plane, and its L horizontal edge track surface 32 is installed horizontally on the upper surface of the upper flange 3 inwardly.
  • the upper flange special-shaped L track 30 is longitudinally along the H structural base beam 1 Extension; the part of the L horizontal edge track surface 32 inward beyond the width of the upper flange 3 is called the L track surface inner display panel 33, as shown in Figures 1 and 2.
  • the upper flange special-shaped L track 30 also includes an upper intelligent safety guide wheel track 35 and a lower intelligent safety guide wheel track 36.
  • the upper intelligent safety guide wheel track 35 and the lower intelligent safety guide wheel track 36 can be respectively set at different parts of the track system. area, the upper intelligent safety guide wheel track 35 is located on the inner surface of the left and right L vertical edge guard 31, and the lower intelligent safety guide wheel track 36 is located on the inner surface of the left and right upper flange 3.
  • the upper intelligent safety guide wheel track 35 and the lower intelligent safety guide wheel track 36 are the running tracks of the safety guide wheels of the unmanned vehicle intelligent safety guide system on the track system; the unmanned vehicle running on the upper flange special-shaped L track 30 Human-driven vehicles are mainly autonomously guided, supplemented by an intelligent safety guidance system.
  • the intelligent safety guidance system can automatically control the safety guide wheel according to the vehicle's operating status, lateral wind force, turning centrifugal force, or vehicle operating offset.
  • the distance between the track and the track is 0 ⁇ 30mm, and the auxiliary guiding force and balance stabilizing force applied to the upper intelligent safety guide wheel track 35 and the lower intelligent safety guide wheel track 36 are precisely controlled to minimize running resistance and maintain high-speed and smooth operation. .
  • the upper intelligent safety guide wheel track 35 and the lower intelligent safety guide wheel track 36 are arranged in the same area of the track system.
  • the upper intelligent safety guide wheel track 35 and the lower intelligent safety guide wheel track 36 are both arranged on the left and right vertical sides of L
  • the inner surface of the guard plate 31 is entirely arranged on the inner surface of the left and right upper flanges 3 .
  • the upper flange special-shaped L track 30 also includes an upper power supply rail 34 and a positioning signal network 4F.
  • the upper power supply rail 34 is installed on the outside of the H structure base beam 1 or the inside of the upper flange 3. It is the upper flange special-shaped L track 30.
  • the vehicle running on the power supply is supplied by the power cable located in the power cable hole 1A; the positioning signal network 4F is installed on the inner side of the upper flange 3, or is provided on the inner side of the left and right L vertical edge guard 31, Corresponds to the position of the position signal speedometer on the vehicle to achieve precise positioning of the unmanned intelligent driving vehicle during operation and precise positioning and parking after arriving at the station.
  • the upper flange special-shaped L track 30 is made of reinforced concrete cast into an integral structure, or processed from steel, or processed from composite materials.
  • the upper flange 3, L vertical edge guard 31, and L horizontal edge track surface 32 are made of fiber reinforcement when casting reinforced concrete, including carbon fiber, polyamide fiber, glass fiber, etc. added to the concrete and cast to further improve the structure. Strength, improve surface wear resistance, and reduce the overall weight of the beam.
  • the L vertical edge guard plate 31 and the L track in-plane expansion plate 33 are respectively replaced by the L vertical edge steel guard plate 3A and the angle steel expanded track surface 3B.
  • One L vertical edge steel guard plate 3A on the left and right is respectively installed on the outer surface of the left and right upper flange 3 and arranged continuously.
  • the L vertical edge steel guard plate 3A also includes reinforced transverse bars 38, channel-shaped vertical bars 39, and channel-shaped vertical bars 39.
  • the grooved vertical bars 39 are arranged at equal intervals longitudinally along the L vertical edge steel guard plate 3A, each Three reinforcing transverse bars 38 are installed transversely between the two channel-shaped vertical bars 39; one angle steel on the left and right extends out the track surface 3B, and its angle steel mounting edges are respectively installed on the inner surfaces of the left and right upper flanges 3, and its angle steel track surface edges It is arranged inward mirror symmetry, and its upper surface and the L horizontal side track surface 32 are in the same plane. As shown in Figure 3.
  • a triangular rib plate 3C is provided. As shown in Figure 12, the angle steel track surface edge and the angle steel installation edge are connected and supported by the triangular rib plate (3C); the triangular rib plate 3C They are distributed at intervals along the inward track surface 3B of the angle steel, and the specific spacing distances are specifically designed by the professional technicians.
  • Embodiment 8 The rest is the same as that of Embodiment 8, except that it does not contain the reinforcing transverse ribs 38 .
  • L vertical edge steel guard plate 3A on the left and right is respectively installed on the outer surface of the left and right upper flange 3 and arranged continuously.
  • the L vertical edge guard groove type vertical bar 39 is vertically connected to the outer surface of the L vertical edge steel guard plate 3A.
  • the channel-shaped vertical bars 39 are arranged at equal intervals along the longitudinal direction of the L vertical edge steel guard plate 3A.
  • the L vertical edge steel guard plate 3A and the angle steel expanded track surface 3B can be replaced by composite fiber materials (including carbon fiber, polyamide fiber, or glass fiber, etc.) to achieve lightweight track beams. As shown in Figures 3a and 3b.
  • a reinforcing transverse rib 38 is installed transversely between every two channel-shaped vertical ribs 39.
  • the left and right L-shaped rails of the upper flange special-shaped L rail 30 are installed in mirror symmetry on the upper surfaces of the left and right upper flanges 3 of the H structural base beam 1; they are installed horizontally on the upper flange 3. Both the inner and outer sides of the L horizontal edge track surface 32 on the upper surface extend out of the inner and outer sides of the upper flange 3.
  • the L vertical edge guard 31 faces vertically upward on the outside of the L horizontal edge track surface 32, and its outer surface is in contact with the upper flange 3.
  • the outer side is vertically parallel, and the upper flange special-shaped L track 30 extends longitudinally along the H structural base beam 1; the L horizontal side track surface 32 extends inward beyond the width of the upper flange 3 and is called the L track surface inner display panel 33.
  • the L horizontal The portion of the side track surface 32 that extends outward beyond the width of the upper flange 3 is called the L track surface outward expansion plate 37, which further widens the track surface of the L-shaped track. As shown in Figure 10.
  • the L vertical edge guard plate 31 and the L track surface outward expansion plate 37 can be replaced by a special-shaped vertical edge steel guard plate 3E.
  • the special-shaped vertical edge steel guard plate 3E includes a vertical steel guard plate, an abducted track panel, and a special-shaped vertical edge mounting plate 3F.
  • the bottom edge of the vertical steel guard plate is vertically connected to the outer edge of the horizontal abducted track panel.
  • the inner edge of the track panel is vertically connected to the upper edge of the special-shaped vertical edge mounting plate 3F.
  • Type structure a special-shaped vertical edge steel guard plate 3E on each left and a special-shaped vertical edge installation plate 3F are installed in mirror symmetry on the outer surfaces of the left and right upper flanges 3 and arranged continuously, and the upper surface of the abducted track panel is in line with the L horizontal edge
  • the track surfaces 32 are on the same plane.
  • the special-shaped vertical edge steel guard plate 3E also includes a special-shaped vertical rib plate 3D.
  • the special-shaped vertical edge steel plate 3D is completely consistent in shape and structure with the special-shaped vertical edge steel guard plate 3E, and is vertically installed on the special-shaped vertical edge along the vertical direction.
  • the outer surface of the steel guard plate 3E is arranged at equal intervals longitudinally along the special-shaped vertical edge steel guard plate 3E, and 0 to 4 reinforcing transverse bars 38 are installed transversely between each two special-shaped vertical steel guard plates 3D.
  • the special-shaped vertical edge steel guard plate 3E is made of hot-rolled steel or welded steel plates, or alternatively processed with composite fiber materials to achieve lightweighting. As shown in Figures 11a and 11b.
  • This embodiment provides a lower flange special-shaped track 20 .
  • the lower flange special-shaped track 20 is based on the H structural base beam 1, and the upper flange special-shaped L track 30 and the lower flange special-shaped track 20 are combined up and down to form a composite special-shaped flange track system.
  • the lower flange special-shaped track 20 is a "lower flange special-shaped maglev track" and is used in maglev rail transit systems.
  • the lower flange special-shaped maglev track includes an H structural base beam 1 and a suspension track. Based on the H structural base beam 1, a suspension track is provided on the outside or inside of the bottom end of the left and right lower flanges 2.
  • a suspension track is provided on the outside or inside of the bottom end of the left and right lower flanges 2.
  • the left and right suspension rails are arranged in mirror symmetry, and the bottom surface thereof is the same plane as the bottom surface of the lower flange 2; the suspension rails include outer suspension rails 22, Inner suspension track 21.
  • the lower flange special-shaped maglev track is an external suspension maglev track, which includes an H structural base beam 1 and an external suspension track 22.
  • an external outer suspension rail is provided on the outside of the bottom end of the left and right lower flanges 2 respectively.
  • the suspension rails 22 extend longitudinally and continuously along the H structural base beam 1.
  • the left and right outer suspension rails 22 are arranged in mirror symmetry, and their bottom surfaces are in the same plane as the bottom surfaces of the lower flange 2.
  • the lower flange special-shaped maglev track also includes a U-shaped steel track 6, a linear motor secondary, and a braking track.
  • the bottom surface of the U-shaped steel track 6 and the U-shaped rail mounting plate 61 are an integral structure.
  • the U-shaped steel track 6 passes through the U-shaped steel track 6.
  • the profile rail mounting plates 61 are installed on the bottom of the left and right lower flanges 2.
  • the left and right legs of the U-shaped steel track 6 are called magnetic pole legs; 1 to 3 or more than 4 linear motor secondary 65s are installed on the structural end beams 10 and The bottom surface of the beam 11 or other suitable location in the structure.
  • the braking track uses the left or right magnetic pole leg of the U-shaped steel track 6 as the braking track.
  • the braking track is individually configured as a T-shaped braking track 60.
  • the T-shaped braking track 60 includes a braking plate 64 and a braking track mounting plate 63.
  • the braking plate 64 is vertically installed on the braking track mounting plate 63.
  • the center becomes a T-shaped structure, and the brake track mounting plate 63 is installed at the bottom of the outer suspension track 22 .
  • the lower flange special-shaped maglev track also includes a lower power supply rail 24, a positioning signal network 4F, and an intelligent safety guide wheel track 23.
  • the lower power supply rail 24 is installed on the outside or inside of the lower flange 2. It is a “lower flange special-shaped maglev track”. "Power supply is supplied to the maglev vehicle running on the vehicle, and its power is supplied by the power cable located in the power cable hole 1A; the positioning signal network 4F is installed on the inner surface of the lower flange 2 or other suitable positions, and is connected to the position signal speedometer on the vehicle.
  • a pair of mirror-symmetrical intelligent safety guide wheel tracks 23 are arranged on the outer or inner surfaces of the left and right lower flanges 2, adding a layer of safety guarantee for the maglev vehicles running on the lower flange special-shaped maglev track; the intelligent safety guide
  • the safety guide wheel corresponding to the wheel track 23 is controlled by the intelligent safety guidance system.
  • the distance between the safety guide wheel and the track is maintained at 0 to 30 mm or wider to ensure that the unmanned suspension vehicle can steer along the track under precise control of autonomous steering.
  • the running resistance is minimal, and the safety guide wheel plays the role of auxiliary guidance and safety and stability when necessary.
  • the above-mentioned lower flange special-shaped maglev track is called “externally suspended maglev track". As shown in Figure 1 and Figure 2.
  • the lower flange special-shaped maglev track is an internally suspended maglev track
  • the outer suspension track 22 of the lower flange special-shaped maglev track is It is replaced by an inner suspension track 21, based on the H structural base beam 1.
  • An inner suspension track 21 is respectively provided on the inside of the bottom end of the left and right lower flanges 2, extending longitudinally along the H structural base beam 1.
  • the left and right inner suspension tracks 21 Mirror-symmetrically arranged on the same horizontal plane, and its bottom surface is the same plane as the bottom surface of the lower flange 2; a pair of mirror-symmetrical intelligent safety guide wheel tracks 23 are arranged on the inner or outer surfaces of the left and right lower flanges 2; other structures and functions It is completely consistent with the above-mentioned lower flange special-shaped maglev track and is called "internally suspended maglev track".
  • the lower flange special-shaped maglev track is an L steel track 29; the outer suspension track 22 and the inner suspension track 21 of the lower flange special-shaped maglev track can be replaced by L steel tracks 29, which are installed at the bottom of the left and right lower flanges 2
  • the L steel track 29 is made of steel or composite materials to achieve lightweight;
  • the L steel track 29 includes a vertical mounting plate 25, a flat track plate 26, and a protective plate 27.
  • the vertical mounting plate 25 is vertically connected to the flat track plate 26 to form an L shape.
  • the protective plate 27 is vertically installed on the outer edge of the flat track plate 26 and parallel to the vertical mounting plate 25.
  • the protective plate 27 is used to protect the vehicle support wheels running on the L steel track. Not derailed. As shown in Figure 4.
  • the lower flange special-shaped track 20 is a "lower flange special-shaped C track" and is used in a four-cantilever bogie wheel-rail transportation system.
  • the lower flange special-shaped C track includes an H structural base beam 1 and an internal suspension running rail 2A; based on the H structural base beam 1, internal suspension running rails 2A are vertically installed on the inside of the bottom ends of the left and right lower flanges 2.
  • the suspension running rail 2A is arranged in a mirror-symmetrical manner inward in the horizontal direction.
  • the bottom surface of the inner suspension running rail 2A and the bottom surface of the lower flange 2 are on the same plane.
  • the C-shaped structure track with the opening downward is called the "lower flange special-shaped C track" .
  • the inner suspended track 21 of the “internally suspended maglev track” is narrower in width and carries the supporting small steel wheels with the support function on the maglev vehicle.
  • the supporting small steel wheel falls on the inner suspension track 21 to support the weight of the entire maglev vehicle.
  • the supporting small steel wheel is suspended above the inner suspension track 21 together with the maglev vehicle; the inner suspension of the lower flange special-shaped C track
  • the width of the running track 2A is 2 to 6 times or more than 7 times that of the inner suspension track 21.
  • the track opening spacing of the "lower flange special-shaped C track” is 1.1 to 10 times or greater than 11 times the existing "single suspension arm bogie" track opening spacing of 150 to 180mm; ultra-wide track
  • the opening spacing creates necessary and sufficient conditions for the passage of four-cantilever bogie-suspended vehicles.
  • the sway angle of the four-cantilever bogie-suspended vehicle is less than 1°, and the running speed is increased by 2 to 4 times. This fundamentally solves the problem of the 4° sway angle of the single-suspension arm bogie. ⁇ 15° technical difficulties.
  • the lower flange special-shaped C track also includes a lower power supply rail 24, a positioning signal network 4F, and an intelligent safety guide wheel track 23;
  • the lower power supply rail 24 is installed on the outside or inside of the lower flange 2 to provide power for the vehicle, and its power supply is provided by The power cable is supplied in the power cable hole 1A;
  • the positioning signal network 4F is installed on the inner surface of the lower flange 2 or other suitable positions, corresponding to the position signal speedometer on the vehicle;
  • the lower flange special-shaped track 20 is a "double suspension track".
  • the double suspension track includes an H structure base beam 1, an inner suspension track 21, an outer suspension track 22, and an intelligent safety guide wheel track 23; based on the H structure base beam 1 , an inner suspension track 21 and an outer suspension track 22 are provided on both sides of the bottom of the left and right lower flange 2, extending longitudinally along the H structural base beam 1, and the inner suspension track 21 and the outer suspension track 22 are on the same plane.
  • the bottom surfaces of the inner suspension track 21 and the outer suspension track 22 are on the same plane as the bottom surface of the lower flange 2; a pair of mirror-symmetrical intelligent safety guide wheel tracks 23 are respectively arranged on the inside or outside of the left and right lower flange 2; suspension The driving wheels of the vehicle run on the upper surface of the inner suspension track 21, and the support wheels of the suspension vehicle run on the upper surface of the outer suspension track 22.
  • the “double suspension track” also includes a lower power supply rail 24, a positioning signal network 4F, and an intelligent safety guide wheel track 23.
  • the lower power supply rail 24 is installed on the outside or inside of the two left and right lower flanges 2. It is in the "double suspension track”
  • the suspension vehicle running on the vehicle is powered by a power cable located in the power cable hole 1A.
  • the position signal network 4F is installed on the inside of the lower flange 2 or other suitable position, corresponding to the position of the position signal speedometer on the vehicle; a pair of mirror-symmetrical intelligent safety guide wheel tracks 23 are arranged on the inside or outside of the left and right lower flange 2. As shown in the lower left picture of Figure 2.
  • the lower flange special-shaped track 20 is a "double T-shaped steel track".
  • the double T-shaped steel track includes an H structural base beam 1, a T-shaped steel track 7, and an intelligent safety guide wheel track 23; based on the H structural base beam 1, along the H
  • the inner and outer sides of the longitudinal left and right lower flanges 2 of the structural base beam 1 are equipped with a mirror-symmetrical T-shaped steel track 7, called a double T-shaped steel track;
  • the T-shaped steel track 7 includes a T-shaped web 70, a track surface wing Plate 71, install wing plate 72, T-shaped steel track 7 is an "inverted T-shaped" structure, the inverted T-shaped vertical plate is called T-shaped web 70, and the T-shaped web 70 is installed vertically on the center line of the inverted T-shaped bottom panel.
  • the bottom panel on one side of the board 70 is called the track surface wing 71, and the bottom panel on the other side is called the installation wing 72.
  • the T-shaped steel track 7 can be formed by hot rolling of steel billet or welded steel plate; there is one T-shaped steel track 7 inside and outside, and its T-shaped web 70 is installed on the inner and outer sides of the lower flange 2 respectively, and the mounting wing 72 is installed on the lower wing.
  • the T-shaped steel track 7 also includes a reinforcing rib plate 73, which is installed on the bottom surface of the track surface wing plate 71 and the mounting wing plate 72; the intelligent safety guide wheel track 23 is arranged on the inner T-shaped web 70 on the inner or outer surface of the upper or lower flange 2. As shown in Figure 6a.
  • the T-shaped steel track 7 can be replaced by a T-shaped track made of composite fiber materials (including carbon fiber, polyamide fiber, or glass fiber, etc.), which can greatly reduce the weight of the track beam.
  • composite fiber materials including carbon fiber, polyamide fiber, or glass fiber, etc.
  • the lower flange special-shaped track 20 is a "single T-shaped steel track", and the double T-shaped steel track can be replaced by an outer single T-shaped steel track or an inner single T-shaped steel track.
  • the outer single T-shaped steel track, that is, a T-shaped steel track 7 is installed on the outside of the left and right lower flanges 2.
  • the inner single T-shaped steel track, that is, a T-shaped steel track 7 is installed on the inside of the left and right lower flanges 2.
  • the other structures are the same as above.
  • the double T-shaped steel tracks are exactly the same.
  • the lower flange special-shaped track 20 is a "double “Steel track", including H structural base beam 1,
  • the track 5 is based on the base beam 1 of the H structure, and has one track installed on the bottom of its left and right lower flanges 2.
  • type track 5 the type track 5
  • the track surface 53 is arranged inwardly mirror-symmetrically, which is called an inward-type double track surface.
  • Profiled steel track. described Type Track 5 includes Profile rail mounting wing 51, Type track web 52, Type track surface 53, L-shaped reinforcement 54; The profile rail mounting wing 51 is placed horizontally, and one is installed vertically below the center line of its lower surface.
  • Type rail web 52 The bottom edge of the profiled track web 52 is aligned with the horizontal inward
  • the outer edges of the track surface 53 are vertically connected;
  • the L-shaped reinforcing ribs 54 are L-shaped plates.
  • the outer side of the type track 5 is composed of The bottom surface of the outer half of the profile rail mounting wing 51, The outer side of the track web 52, to The bottom surface of the track surface 53 is vertically connected with an L-shaped reinforcing rib 54.
  • the L-shaped reinforcing rib 54 is connected along the The track 5 is arranged at equal intervals longitudinally, and the specific intervals are specifically designed by technicians in this field.
  • the The track 5 is made of welded or hot-rolled steel plates, or made of composite materials to significantly reduce the weight of the track beam. As shown in Figure 5b.
  • the track 5 also includes a protective plate 27 and an intelligent safety guide wheel track 23.
  • the protective plate 27 is installed vertically on on the edge of the track surface 53, with The track web 52 is parallel; the intelligent safety guide wheel track 23 is set on Type track web 52 on the medial or lateral surface.
  • the track surface 53 can be arranged outward in mirror symmetry, which is called an outward-facing double track surface. Profiled steel track.
  • the lower flange special-shaped track 20 is a "double I-beam track", including an H-structure base beam 1 and an I-beam track 75. Based on the H-structure base beam 1, the bottom surfaces of the left and right lower flanges 2 are each equipped with An I-beam track 75 is arranged in mirror symmetry.
  • the I-beam track 75 includes a work installation wing 76, an I-shaped web 77, and a work track surface flange 78; one top and bottom work installation flange 76 and work track surface flange 78 are aligned and placed parallel and horizontally, and one I-shaped
  • the web 77 is placed vertically and installed vertically corresponding to the center line of the upper and lower work installation flanges 76 and the work rail surface flange 78 to form an I-beam track 75.
  • the work installation flange 76 is installed on the bottom surface of the lower flange 2.
  • the I-beam track 75 is made of welded or hot-rolled steel plates, or made of composite materials to significantly reduce the weight of the track beam. As shown in Figure 6b.
  • the I-beam track 75 also includes a reinforcing rib plate 73, which is installed on the bottom surface of the I-beam rail surface wing plate 78.
  • This embodiment provides a composite special-shaped flange track system.
  • the composite special-shaped flange track system includes an H-structure base beam 1, a lower flange special-shaped track 20, and/or an upper flange special-shaped L track 30. It is based on the H-structure base beam 1 and has an upper wing provided on its upper flange.
  • the special-shaped flange L track 30 and the lower flange special-shaped track 20 provided on the lower flange are combined up and down to form a composite special-shaped flange track system; or the upper flange special-shaped L track 30 or the lower flange special-shaped track 20 can be used alone.
  • the composite special-shaped flange track system also includes installation beams 12, connecting center beams 13, and piers 15.
  • the installation beams 12 of the rectangular structure are provided with 0 to 20 connecting middle beams 13 of rectangular hollow structures between the two installation beams 12, connecting the left and right H structural base beams 1 into one track beam; the front and rear installation beams of multiple track beams 12 are respectively erected on piers that are continuously installed on the ground.
  • the piers are installed on the ground and extend continuously every 5 to 120 meters.
  • the composite special-shaped flange track system also includes a new energy system.
  • the new energy system is installed on the upper surface of the mounting beam 12, the connecting center beam 13 and the inner side of the left and right H structural base beams 1, and is connected with the left and right H structural base beams 1.
  • the gap between the rain and snow is cleared.
  • the new energy system 1H provides auxiliary clean energy for the track lighting system, communication system or power system.
  • the tempered high-strength and high transmittance glass on the surface of the new energy system 1H is also used for emergency evacuation of passengers. Evacuation routes; the ground is good choose green belts on both sides of the road or in the center of the road, or in the middle of the highway or on the slopes on both sides. As shown in Figure 1 and Figure 2.
  • the upper flange special-shaped L track 30 can be used as an independent track, and the H structural base beam 1 is replaced by a U-shaped base beam 1G.
  • the U-shaped base beam 1G includes a vertical flange beam, a structural end beam 10, and a structural end beam 10.
  • the center beam 11 has a vertical flange beam arranged longitudinally parallel to the left and right sides of a horizontal plane.
  • a structural end beam 10 is provided at both ends of the bottom of the two vertical flange beams relative to the inner side, along the two vertical flanges.
  • the left and right vertical flange beams are connected to form a U-shaped base beam 1G overall structure, and the upper flange Called upper flange 3.
  • the upper flange special-shaped L track 30 is provided on the upper flange 3 of the U-shaped base beam 1G, and the structure of the upper flange special-shaped L track 30 is completely consistent with the above. As shown in Figure 7.
  • the special-shaped suspension track 20 is a special-shaped maglev track with a lower flange, which is used as an independent track.
  • the H-structure base beam 1 is replaced by an inverted U-shaped base beam.
  • the flange of the inverted U-shaped base beam is downward, so it is called the lower wing.
  • Flange 2 a lower flange special-shaped maglev track is provided on the lower flange 2 of the inverted U-shaped base beam.
  • the structure of the lower flange special-shaped maglev track is completely consistent with the above. As shown in Figure 8.
  • This embodiment provides auxiliary piers and support wings
  • the piers 15 also include auxiliary piers 16 and support wings 17.
  • the auxiliary piers 16 are installed below the support wings 17 and are slidably connected to the support wings 17 in the horizontal direction; the support wings 17 are arranged on the base of the H structure.
  • the sliding end or/and the fixed end of the beam 1 corresponds to the outside of the structural end beam 10, and is on the same center line as the left and right structural end beams 10 and the installation beams 12; the auxiliary column 16 is on the composite special-shaped flange track beam.
  • the outer sides of the left and right H structural base beams 1 are set on the same center line as the piers 15, with one left and right symmetrical about the pier 15 as the center; the auxiliary piers 16 are mainly set in the soft subgrade section, and other subgrades Any section can be used to improve the safety and stability of the composite special-shaped flange track system. Professional technicians can set auxiliary piers 16 as needed.
  • the support wings 17 can be cast into an integral structure with reinforced concrete together with the H structural base beam 1, or welded with steel plates, or made of composite materials.

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  • Mechanical Engineering (AREA)
  • Transportation (AREA)
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Abstract

A composite special-shaped flange track system, in particular, an upper and lower composite special-shaped flange track system based on H-structure foundation beams (1). The composite special-shaped flange track system is a lightweight track system having high strength, high rigidity, and high anti-bending and anti-twisting performance. The system comprises the H-structure foundation beams (1), lower flange special-shaped tracks (20) and upper flange special-shaped L tracks (30), and further comprises mounting cross beams (11), pier columns and a new energy system. Traffic resource benefits can be maximized, and costs and expenditure can be reduced, thereby achieving profit.

Description

一种复合异型翼缘轨道系统A composite special-shaped flange track system
本申请要求下列中国专利申请的优先权,其全部内容通过引用结合在本申请中。This application claims priority from the following Chinese patent applications, the entire contents of which are incorporated into this application by reference.
1、2022年4月13日提交中国专利局、申请号为202210389807.3、名称为“一种复合异型翼缘轨道系统”的专利申请。1. A patent application titled "A composite special-shaped flange track system" was submitted to the China Patent Office on April 13, 2022, with the application number 202210389807.3.
2、2022年5月7日提交中国专利局、申请号为202210495146.2、名称为“一种复合异型翼缘轨道系统”的专利申请。2. A patent application titled "A composite special-shaped flange track system" was submitted to the China Patent Office on May 7, 2022, with the application number 202210495146.2.
技术领域Technical field
本发明属于交通技术领域,涉及一种复合异型翼缘轨道系统,用于城市或城市间快速客运交通、物流交通等。The invention belongs to the field of transportation technology and relates to a composite special-shaped flange track system, which is used for urban or inter-city rapid passenger transportation, logistics transportation, etc.
背景技术Background technique
轨道交通已经成为经济运行和人们生活的一个重要组成部分,尤其是高铁、地铁、单轨交通、悬挂式空中列车交通等等不断创新发展和完善。轨道交通是指运营车辆需要在特定轨道上行驶的一类交通工具或运输系统。常见的轨道交通有传统铁路(国家铁路、城际铁路和市域铁路)、地铁、轻轨和有轨电车,新型轨道交通有磁悬浮轨道系统、单轨系统(跨座式轨道系统和悬挂式轨道系统)和旅客自动捷运系统等。轨道交通在解决交通拥堵难题中起到了重要作用,但是城市的交通拥堵已然有增无减。随着经济总量的增加和高质量发展,一是2021年中国汽车保有量3.02亿辆,年新增2350万辆,有79市超100万辆,35市超200万辆,20市超300万辆,7市超400万辆,3市超500万辆,私家用车急增,一户2~3辆车的居民也越来越多,多个大城市还投入了上千辆共享汽车;二是2021年中国快递件数超过1078亿件,日均近3亿件,快递车辆急增为本就拥堵的城市添堵;三是地铁、轻轨、跨坐式单轨、悬挂式空轨、云轨等轨道交通一条线路上只有一种交通模式,城市交通资源没有得到充分利用,实际平均运营速度20~40公里/小时,低运营速度、每站必停、大容量拥挤,每车箱120~320人,每天上下班2~5小时的宝贵时间浪费在拥堵的路上,市民的幸福感大打折扣,市民缺乏高速高效、舒适高端智慧公共交通出行幸福感的体验。所以自驾车出行仍然占有相当大的比例,因此城市地面交通拥堵、空气污染、碳排放高、停车难、急增的物流快递车又添新堵等问题还没有得到有效的解决。特大城市和一二类城市的交通拥堵已经在三类城市蔓延。轨道交通每公里造价地铁7~14亿元、轻轨3.1~4.2亿元、跨坐单轨2.1~2.8亿元、悬挂式空轨1.8~2.6亿元等等,投资巨大。Rail transportation has become an important part of economic operations and people's lives, especially high-speed rail, subway, monorail transportation, suspended sky train transportation, etc., which are constantly innovating, developing and improving. Rail transit refers to a type of transportation or transportation system that requires operating vehicles to travel on specific tracks. Common rail transits include traditional railways (national railways, intercity railways and urban railways), subways, light rails and trams. New rail transits include maglev track systems, monorail systems (straddle track systems and suspended track systems) and Automatic passenger rapid transit system, etc. Rail transit plays an important role in solving the traffic congestion problem, but urban traffic congestion has continued unabated. With the increase in economic aggregate and high-quality development, first, China's car ownership will be 302 million in 2021, with an annual increase of 23.5 million, with 79 cities exceeding 1 million, 35 cities exceeding 2 million, and 20 cities exceeding 3 million. 10,000 vehicles, with 7 cities exceeding 4 million and 3 cities exceeding 5 million. Private car use has increased sharply, and more and more residents have 2 to 3 cars per household. Many major cities have also invested in thousands of shared cars. Second, the number of express delivery items in China will exceed 107.8 billion in 2021, with an average of nearly 300 million items per day. The rapid increase in express delivery vehicles has added congestion to already congested cities; third, subways, light rails, straddling monorails, suspended empty rails, and cloud rails There is only one mode of transportation on one line of rail transit, and urban transportation resources are not fully utilized. The actual average operating speed is 20 to 40 kilometers per hour. It is a low operating speed, must stop at every station, and has a large capacity and congestion, with 120 to 320 people per car. , the precious time of 2 to 5 hours commuting every day is wasted on congested roads, which greatly reduces the happiness of citizens. Citizens lack the happiness experience of high-speed, efficient, comfortable and high-end smart public transportation. Therefore, self-driving travel still accounts for a considerable proportion. Therefore, problems such as urban ground traffic congestion, air pollution, high carbon emissions, difficulty in parking, and the rapid increase in logistics and express delivery vehicles have not yet been effectively solved. Traffic congestion in megacities and first- and second-category cities has spread to third-category cities. The cost per kilometer of rail transit is 700-1400 million yuan for subways, 310-420 million yuan for light rail, 210-280 million yuan for straddling monorails, 180-260 million yuan for suspended aerial rails, etc. The investment is huge.
但是,目前轻轨、跨坐单轨、悬挂式空轨等轨道交通只有单一轨道、单一客运功能的 公交运营模式,城市低空资源没有得到充分利用。现代化智慧城市建设需要寻找一种上下复合轨道交通,交通高峰上下轨道全运行高速客运,非交通高峰上下轨道客运与物流共享轨道,使城市低空资源得到充分利用,实现赢利,减轻财政负担;市民需要一种高速高效、安全舒适、节能环保的高速客运,实现交通高峰地面开车1小时路程高速复合轨道10分钟到达,以增加公共出行,减少私家车和交通拥堵、减少空气污染、减少碳排放。However, at present, rail transit such as light rail, straddling monorail, and suspended sky rail only have a single track and a single passenger function. Due to the bus operation model, urban low-altitude resources are not fully utilized. The construction of a modern smart city needs to find an upper and lower composite rail transit. The upper and lower rails are fully operated for high-speed passenger transportation during traffic peaks. During non-peak traffic peaks, the upper and lower rails passenger transportation and logistics share the rails, so that the city's low-altitude resources can be fully utilized, profit can be achieved, and financial burdens can be reduced; citizens need A high-speed, efficient, safe, comfortable, energy-saving and environmentally friendly high-speed passenger transport that can reach traffic peaks in 1 hour on the ground and 10 minutes on the high-speed composite track to increase public travel, reduce private cars and traffic congestion, reduce air pollution, and reduce carbon emissions.
发明内容Contents of the invention
本发明的目的在于:针对现有技术的不足,提供一种复合异型翼缘轨道系统,用于城市或城市间高速客运交通和高速物流交通,尤其是一种基于H结构基梁(1)的上下复合异型翼缘轨道交通系统,运行无人驾驶高速客运车辆和高速物流车辆(120~200公里/小时),交通高峰上下复合轨道同时运行高速公交,非交通高峰上下轨道物流车与公交车共享轨道,实现交通资源效益最大化,减少成本实现盈利。The purpose of the present invention is to provide a composite special-shaped flange track system for urban or inter-city high-speed passenger transportation and high-speed logistics transportation in view of the shortcomings of the existing technology, especially a composite special-shaped flange track system based on the H-structure base beam (1) The upper and lower composite special-shaped flange rail transit system operates unmanned high-speed passenger vehicles and high-speed logistics vehicles (120-200 km/h). The upper and lower composite rails simultaneously operate high-speed buses during traffic peaks. During non-traffic peak hours, the upper and lower rail logistics vehicles are shared with buses. Rail, maximize the benefits of transportation resources, reduce costs and achieve profitability.
发明概述Summary of the invention
本发明提供一种基于H结构基梁(1)的上下复合异型翼缘轨道交通系统,包括H结构基梁(1)、下翼缘异型轨道(20)、上翼缘异型L轨道(30)、安装横梁(12)、连接中梁(13)、墩柱(15)和新能源系统(1H)。在同一水平面上左右各一支纵向平行整齐布置的H结构基梁(1)、其前后两端内侧各设有一支矩形结构的安装横梁(12),在前后安装横梁(12)之间均匀分布设有0~20个矩形空心结构的连接中梁(13),把左右H结构基梁(1)连结成一榀轨道梁;多榀轨道梁的前后安装横梁(12)分别架设在墩柱(15)上,墩柱每间隔5~120米一根安装在规划路线的地面上连续延伸,所述地面是城市道路两侧的绿化带、或路中心绿化带、或高速路边坡、或高速路中分带等,还可以架设在山体隧道或地下隧道。新能源系统(1H)安装在安装横梁(12)、连接中梁(13)的上表面和左右H结构基梁(1)的内侧面上,并与H结构基梁(1)的内侧面之间留有排除雨雪的缝隙。The invention provides an upper and lower composite special-shaped flange rail transit system based on an H-structure base beam (1), including an H-structure base beam (1), a lower flange special-shaped track (20), and an upper flange special-shaped L track (30). , install cross beams (12), connect center beams (13), piers (15) and new energy systems (1H). On the same horizontal plane, there are one H-structure base beam (1) arranged longitudinally and in parallel on each side, and a rectangular structure mounting beam (12) on the inside of its front and rear ends, evenly distributed between the front and rear mounting beams (12). There are 0 to 20 connecting middle beams (13) of rectangular hollow structures, connecting the left and right H structural base beams (1) into one track beam; the front and rear mounting beams (12) of multiple track beams are respectively erected on the piers (15 ), piers are installed at intervals of 5 to 120 meters and extend continuously on the ground of the planned route. The ground is the green belt on both sides of the urban road, or the green belt in the center of the road, or the slope of the highway, or the highway. The central dividing belt, etc. can also be erected in mountain tunnels or underground tunnels. The new energy system (1H) is installed on the installation cross beam (12), the upper surface of the connecting center beam (13) and the inner side of the left and right H structural base beams (1), and is connected to the inner side of the H structural base beam (1). There are gaps in between to exclude rain and snow.
H结构基梁(1)上翼缘设置有上翼缘异型L轨道(30)、下翼缘设置有下翼缘异型轨道(20),以H结构基梁(1)为基础上翼缘异型L轨道(30)与下翼缘异型轨道(20)上下复合组成复合异型翼缘轨道系统;其复合结构的综合结构强度、纵向抗弯刚度、横向抗弯抗扭刚度等都相互加强和提升,与能实现同样功能的两个上下单轨道梁相比总重量减轻20%~30%,综合造价及工程费用降低25%~30%,实现了整体轻量化、节材节能降碳,通行速度为120~200公里/小时,最小转弯半径20米、爬坡能力大于100‰;运行无人驾驶高速客运车和高速物流车,上下复合异型翼缘轨道在交通高峰同时运行客运车辆,单向每小时客运量4万人~7万人,地铁的运量但投资不到地铁的1/3,在非交通高峰客运与物流车共用轨道交替通行,同时解决了城市交通高峰乘车难、交通拥堵难题和物流车增加城市拥堵的 运输问题。实现交通高峰公交车1小时的路程复合异型翼缘轨道交通仅需10分钟,提供全座席、高速高效、平稳舒适、节能环保的高端智慧交通服务;尤其是城市因重大疫情或重大自然灾害紧急封闭的严重情况下,复合异型翼缘轨道系统将发挥其无人智能驾驶优势,把急需物资快速运送到城市的各区域,实施救急救援,为城市提供了一种低空交通资源被充分利用的高端高速客运和高速物流共用轨道的智慧交通体系所用复合异型翼缘轨道系统的解决方案。The upper flange of the H structure base beam (1) is provided with an upper flange special-shaped L track (30), and the lower flange is provided with a lower flange special-shaped track (20). The H structure base beam (1) is based on the upper flange special-shaped track. The L track (30) and the lower flange special-shaped track (20) are combined up and down to form a composite special-shaped flange track system; the comprehensive structural strength, longitudinal bending stiffness, transverse bending and torsional stiffness, etc. of the composite structure are all mutually strengthened and improved. Compared with two upper and lower single track beams that can achieve the same function, the total weight is reduced by 20% to 30%, and the comprehensive cost and engineering costs are reduced by 25% to 30%. It achieves overall lightweight, material saving, energy saving and carbon reduction, and the traffic speed is 120 to 200 km/h, with a minimum turning radius of 20 meters and a climbing capacity of more than 100‰; operating driverless high-speed passenger vehicles and high-speed logistics vehicles, and the upper and lower composite special-shaped flange tracks operate passenger vehicles at the same time during traffic peaks, one-way per hour The passenger volume is 40,000 to 70,000. The subway's transportation volume is less than 1/3 of the subway's investment. Passenger transport and logistics vehicles share the track alternately during non-traffic peak hours, while solving the problems of difficulty in riding and traffic congestion during urban traffic peak hours. and logistics vehicles increase urban congestion Transportation issues. The composite special-shaped flange rail transit only takes 10 minutes to realize the 1-hour bus journey during peak traffic hours, providing high-end smart transportation services with full seats, high speed, efficiency, stability, comfort, energy saving and environmental protection; especially when cities are closed due to major epidemics or major natural disasters. In severe cases, the composite special-shaped flange track system will give full play to its advantages of unmanned intelligent driving, quickly transport urgently needed supplies to various areas of the city, implement emergency rescue, and provide the city with a high-end high-speed expressway where low-altitude transportation resources are fully utilized. Solutions for composite special-shaped flange track systems used in smart transportation systems that share tracks for passenger transport and high-speed logistics.
发明详述Detailed description of the invention
本发明提供一种复合异型翼缘轨道系统,包括H结构基梁(1)、下翼缘异型轨道(20)和/或上翼缘异型L轨道(30),以H结构基梁(1)为基础,其上翼缘设置的上翼缘异型L轨道(30)与其下翼缘设置的下翼缘异型轨道(20)上下复合组成复合异型翼缘轨道系统;或上翼缘异型L轨道(30)或下翼缘异型轨道(20)单独应用。所述复合异型翼缘轨道系统还包括安装横梁(12)、连接中梁(13)、墩柱(15),在一水平面上左右各一支纵向平行布置的H结构基梁(1)、其前后两端内侧各设有一支矩形结构的安装横梁(12),在两安装横梁(12)之间设有0~20个(具体数量和间距由专业人员设计)矩形空心结构的连接中梁(13),把左右H结构基梁(1)连结成一榀轨道梁;多榀轨道梁的前后安装横梁(12)分别架设在连续安装在地面的墩柱上,墩柱每间隔5~120米一根安装在地面上连续延伸;所述复合异型翼缘轨道系统还包括新能源系统,新能源系统设置在安装横梁(12)、连接中梁(13)的上表面和左右H结构基梁(1)的内侧面上,且与左右H结构基梁(1)之间留雨雪清除缝隙,所述新能源系统(1H)为轨道照明系统、通讯系统或动力系统提供辅助清洁能源,新能源系统(1H)表面的钢化高强、高透光率玻璃,同时用于乘客紧急撤离疏散通道;所述地面优选道路两侧或道路中心的绿化带、或高速路中分带或两侧的边坡。如图1、图2所示。The invention provides a composite special-shaped flange track system, which includes an H-structure base beam (1), a lower flange special-shaped track (20) and/or an upper flange special-shaped L track (30). The H-structure base beam (1) As a basis, the upper flange special-shaped L track (30) provided on the upper flange and the lower flange special-shaped track (20) provided on the lower flange are combined up and down to form a composite special-shaped flange track system; or the upper flange special-shaped L track (20) is formed on the upper flange 30) or the lower flange special-shaped track (20) is applied alone. The composite special-shaped flange track system also includes installation beams (12), connecting middle beams (13), piers (15), one H structural base beam (1) arranged longitudinally parallel to the left and right on a horizontal plane, and the There is a mounting beam (12) with a rectangular structure on the inside of the front and rear ends. There are 0 to 20 (the specific number and spacing are designed by professionals) rectangular hollow structure connecting middle beams (12) between the two mounting beams (12). 13), connect the left and right H structure base beams (1) into one track beam; the front and rear mounting beams (12) of the multiple track beams are respectively erected on piers continuously installed on the ground, and the piers are spaced every 5 to 120 meters. The root is installed on the ground and extends continuously; the composite special-shaped flange track system also includes a new energy system, which is arranged on the upper surface of the installation cross beam (12), the connecting middle beam (13) and the left and right H structural base beams (1 ), and leave gaps for rain and snow clearance between the left and right H structural base beams (1). The new energy system (1H) provides auxiliary clean energy for the track lighting system, communication system or power system. The new energy system (1H) The tempered high-strength, high-transmittance glass on the surface can also be used as an emergency evacuation evacuation channel for passengers; the ground is preferably green belts on both sides of the road or in the center of the road, or in the middle of the highway or on the slopes on both sides. As shown in Figure 1 and Figure 2.
所述H结构基梁(1),包括竖直翼缘梁、结构端梁(10)、结构中梁(11),竖直翼缘梁在一水平面上左右平行布置,结构端梁(10)设置在两竖直翼缘梁相对内侧面的两端,在两个结构端梁(10)之间沿两竖直翼缘梁内侧面设置有0~20个(具体数量和间距由专业人员设计)结构中梁(11),把左右竖直翼缘梁连接为一个整体结构,该整体结构的横截面形似H型,因此称为H结构基梁。结构端梁(10)和结构中梁(11)上下表面分别在两个水平面上;所述竖直翼缘梁与结构端梁(10)和结构中梁(11)连接处以上的翼缘称为上翼缘(3)、连接处以下的翼缘称为下翼缘(2)。所述竖直翼缘梁内部还设有动力电缆孔(1A)和通讯电缆孔(1B),以布设动力电缆和通讯电缆。一般而言,动力电缆孔(1A)和通讯电缆孔(1B)设置在H结构基梁(1)外侧的竖直翼缘梁内部。所述结构端梁(10)和结构中梁(11)的横截面中部设有一个或多个减重孔(14),所述竖直翼缘梁是空心结构或实心结 构、竖直翼缘梁及其与结构端梁(10)和结构中梁(11)的连接处是空心结构或根据结构强度需要采用部分实心结构,实现H结构基梁(1)轻量化,由本专业人员具体设计。优选的,左右各一支竖直翼缘梁平行镜像对称布置。结构中梁(11)在两个结构端梁(10)之间沿两竖直翼缘梁内侧面均匀分布。The H structural base beam (1) includes vertical flange beams, structural end beams (10), and structural middle beams (11). The vertical flange beams are arranged parallel to the left and right on a horizontal plane, and the structural end beams (10) Arranged at both ends of the opposite inner sides of the two vertical flange beams, 0 to 20 are provided between the two structural end beams (10) along the inner sides of the two vertical flange beams (the specific number and spacing are designed by professionals ) The structural center beam (11) connects the left and right vertical flange beams into an integral structure. The cross-section of the integral structure is similar to an H shape, so it is called an H structural base beam. The upper and lower surfaces of the structural end beam (10) and the structural middle beam (11) are respectively on two horizontal planes; the flange above the connection point between the vertical flange beam and the structural end beam (10) and the structural middle beam (11) is called It is the upper flange (3), and the flange below the connection is called the lower flange (2). There are also power cable holes (1A) and communication cable holes (1B) inside the vertical flange beam for laying power cables and communication cables. Generally speaking, the power cable hole (1A) and the communication cable hole (1B) are arranged inside the vertical flange beam outside the H structure base beam (1). The structural end beam (10) and the structural middle beam (11) are provided with one or more weight-reducing holes (14) in the middle of the cross section, and the vertical flange beam is a hollow structure or a solid structure. The structural and vertical flange beams and their connections with the structural end beams (10) and structural middle beams (11) are hollow structures or partially solid structures according to structural strength requirements to achieve lightweight H structural base beams (1). Specifically designed by this professional. Preferably, one left and right vertical flange beam is arranged in parallel and mirror-image symmetry. The structural middle beam (11) is evenly distributed between the two structural end beams (10) along the inner sides of the two vertical flange beams.
所述H结构基梁(1)其突出特点是H结构基梁自身的结构具备较强的竖向结构强度、刚度、抗弯能力和横向结构强度、刚度、抗弯能力和抗扭转能力,H结构基梁(1)的上翼缘(3)和下翼缘(2)可以是对称结构,更优选的其突出特征是非对称结构,左右上翼缘(3)设置的上翼缘异型L轨道(30)特殊结构进一步增强了H结构基梁(1)在竖直方向和水平方向结构强度、刚度、抗弯能力和抗扭转能力,可实现上翼缘(3)结构厚度减薄轻量化、节材节能低碳。优选的,所述H结构基梁(1)、结构端梁(10)和结构中梁(11)由钢筋混凝土整体浇铸而成、或由钢材加工而成、或由复合材料制造而成。如图1、图2所示。The outstanding feature of the H structural base beam (1) is that the structure of the H structural base beam itself has strong vertical structural strength, stiffness, bending resistance and transverse structural strength, stiffness, bending resistance and torsion resistance. H The upper flange (3) and lower flange (2) of the structural base beam (1) can be symmetrical structures, and the more preferred outstanding feature is an asymmetric structure, with upper flange special-shaped L tracks provided on the left and right upper flanges (3) (30) The special structure further enhances the structural strength, stiffness, bending resistance and torsion resistance of the H structure base beam (1) in the vertical and horizontal directions, allowing the upper flange (3) structure to be thinner and lighter. Material saving, energy saving and low carbon. Preferably, the H structural base beam (1), structural end beam (10) and structural middle beam (11) are integrally cast from reinforced concrete, or processed from steel, or made from composite materials. As shown in Figure 1 and Figure 2.
所述上翼缘异型L轨道(30),包括H结构基梁(1)和L型轨道,L型轨道安装在H结构基梁(1)的上翼缘上;所述L型轨道包括L竖边护板(31)和L水平边轨道面(32),以H结构基梁(1)为基础,在其左右两个上翼缘(3)的上表面镜像对称地各安装有一条L型轨道,其L竖边护板(31)朝上、外侧面与上翼缘(3)的外侧面在同一竖直面上,其L水平边轨道面(32)向内水平安装在上翼缘(3)的上表面,上翼缘异型L轨道(30)沿H结构基梁(1)纵向延伸;L水平边轨道面(32)向内侧超出上翼缘(3)宽度的部分称为L轨道面内展板(33)如图1、图2所示。The upper flange special-shaped L track (30) includes an H structural base beam (1) and an L-shaped track. The L-shaped track is installed on the upper flange of the H structural base beam (1); the L-shaped track includes an L-shaped track. The vertical edge guard plate (31) and the L horizontal edge track surface (32) are based on the H structural base beam (1), and are each equipped with an L mirror symmetrically on the upper surfaces of its left and right upper flanges (3). type track, its L vertical side guard plate (31) faces upward, the outer side is on the same vertical plane as the outer side of the upper flange (3), and its L horizontal side track surface (32) is installed horizontally on the upper wing inward. On the upper surface of the flange (3), the upper flange special-shaped L track (30) extends longitudinally along the H structural base beam (1); the part of the L horizontal side track surface (32) inward beyond the width of the upper flange (3) is called The L track in-plane display panel (33) is shown in Figures 1 and 2.
所述上翼缘异型L轨道(30)还包括上智能安全导向轮轨迹(35)、下智能安全导向轮轨迹(36),上智能安全导向轮轨迹(35)和下智能安全导向轮轨迹(36)可以分别设置在轨道系统的不同区域,上智能安全导向轮轨迹(35)位于左右L竖边护板(31)内侧面上,下智能安全导向轮轨迹(36)位于左右上翼缘(3)内侧面上。优选的,所述上智能安全导向轮轨迹(35)和下智能安全导向轮轨迹(36)设置在轨道系统的同一个区域,例如,上智能安全导向轮轨迹(35)和下智能安全导向轮轨迹(36)全设置在左右L竖边护板(31)的内侧面上,或全设置在左右上翼缘(3)内侧面上。所述上智能安全导向轮轨迹(35)和下智能安全导向轮轨迹(36)是无人驾驶车辆智能安全导向系统的安全导向轮在轨道系统上的运行轨迹;在上翼缘异型L轨道(30)上运行的无人驾驶车辆以自主导向为主,以智能安全导向系统为辅,所述智能安全导向系统可根据车辆运行状态、侧向风力大小、转弯离心力大小或车辆运行偏移量大小等自动控制安全导向轮与轨迹之间0~30mm的距离,精准控制施加到上智能安全导向轮轨迹(35)和下智能安全导向轮轨迹(36)上辅助导向力大小和平衡稳定力大小,最大限度减少运行阻力、保持高速平稳运行。 The upper flange special-shaped L track (30) also includes an upper intelligent safety guide wheel track (35), a lower intelligent safety guide wheel track (36), an upper intelligent safety guide wheel track (35) and a lower intelligent safety guide wheel track (35). 36) can be set in different areas of the track system respectively. The upper intelligent safety guide wheel tracks (35) are located on the inner surfaces of the left and right L vertical edge guards (31), and the lower intelligent safety guide wheel tracks (36) are located on the left and right upper flanges ( 3) On the inner surface. Preferably, the upper intelligent safety guide wheel track (35) and the lower intelligent safety guide wheel track (36) are set in the same area of the track system, for example, the upper intelligent safety guide wheel track (35) and the lower intelligent safety guide wheel track (35) are arranged in the same area of the track system. The tracks (36) are all arranged on the inner surfaces of the left and right L vertical edge guards (31), or are all arranged on the inner surfaces of the left and right upper flanges (3). The upper intelligent safety guide wheel trajectory (35) and the lower intelligent safety guide wheel trajectory (36) are the running trajectories of the safety guide wheels of the unmanned vehicle intelligent safety guidance system on the track system; on the upper flange special-shaped L track ( 30) The unmanned vehicles operating on the road are mainly autonomously guided, supplemented by an intelligent safety guidance system. The intelligent safety guidance system can be based on the vehicle's operating status, lateral wind force, turning centrifugal force or vehicle operating offset. The distance between the safety guide wheel and the track is automatically controlled from 0 to 30 mm, and the auxiliary guide force and balance stability force applied to the upper intelligent safety guide wheel track (35) and the lower intelligent safety guide wheel track (36) are precisely controlled. Minimize running resistance and maintain high-speed and smooth operation.
所述上翼缘异型L轨道(30)还包括上供电轨(34)、定位信号网(4F),上供电轨(34)安装在H结构基梁(1)的外侧或上翼缘(3)内侧,为在上翼缘异型L轨道(30)上运行的车辆供电,其电源由设在动力电缆孔(1A)内的动力电缆供给;定位信号网(4F)安装在上翼缘(3)内侧面上,或设置在左右L竖边护板(31)的内侧面上,与车辆上的位置信号测速器位置相对应,为无人智能驾驶车在轨道上运行精准定位和在车站精准定位停车。The upper flange special-shaped L track (30) also includes an upper power supply rail (34) and a positioning signal network (4F). The upper power supply rail (34) is installed on the outside or upper flange (3) of the H structure base beam (1). ) inside, it supplies power to vehicles running on the upper flange special-shaped L track (30). The power supply is supplied by the power cable located in the power cable hole (1A); the positioning signal network (4F) is installed on the upper flange (3 ) on the inner side, or on the inner side of the left and right L vertical edge guards (31), corresponding to the position of the position signal speedometer on the vehicle, providing accurate positioning for the unmanned intelligent driving vehicle to operate on the track and at the station. Position parking.
优选的,所述上翼缘异型L轨道(30)由钢筋混凝土浇铸成一个整体结构,或用钢材加工而成、或采用复合材料加工而成。更优选的,所述上翼缘(3)、L竖边护板(31)、L水平边轨道面(32)在钢筋混凝土浇铸时采用纤维增强,包括碳纤维、聚酰胺纤维、玻璃纤维等加入混凝土中浇铸而成,以进一步提高结构强度、提高表面耐磨性能、降低梁的整体重量。Preferably, the upper flange special-shaped L track (30) is made of reinforced concrete cast into an integral structure, or processed from steel, or processed from composite materials. More preferably, the upper flange (3), L vertical edge guard plate (31), and L horizontal edge track surface (32) are reinforced with fibers during reinforced concrete casting, including carbon fiber, polyamide fiber, glass fiber, etc. Cast in concrete to further increase structural strength, improve surface wear resistance, and reduce the overall weight of the beam.
优选的,所述L竖边护板(31)和L轨道面内展板(33)分别由L竖边钢护板(3A)和角钢外展轨道面(3B)替代。如图3所示,左右各一条L竖边钢护板(3A)分别安装在左右上翼缘(3)的外侧面上连续布置,所述L竖边钢护板(3A)还包括加强横筋(38)、槽型竖筋(39),槽型竖筋(39)竖直方向连接在L竖边钢护板(3A)外侧面上以进一步增强L竖边钢护板(3A)的竖直方向支撑强度,槽型竖筋(39)沿L竖边钢护板(3A)纵向等间距设置,每两个槽型竖筋(39)之间横向安装有0~4条加强横筋(38);左右各一条角钢外展轨道面(3B),其角钢安装边分别安装在左右上翼缘(3)的内侧面上,其角钢轨道面边向内镜像对称设置、其上表面与L水平边轨道面(32)为同一个平面;优选的,角钢轨道面边与角钢安装边由三角筋板(3C)连接支撑;所述三角筋板(3C)沿角钢外展轨道面(3B)间隔分布,如图12所示,具体间隔距离由本专业技术人员具体设计。优选的,所述L竖边钢护板(3A)、角钢外展轨道面(3B)可以由复合纤维材料替代(包含碳纤维、或聚酰胺纤维、或玻璃纤维等),实现轨道梁轻量化。如图3a、3b所示。Preferably, the L vertical edge guard plate (31) and the L track in-plane expansion plate (33) are respectively replaced by the L vertical edge steel guard plate (3A) and the angle steel expanded track surface (3B). As shown in Figure 3, one L vertical edge steel guard plate (3A) on the left and right is installed on the outer surface of the left and right upper flange (3) and arranged continuously. The L vertical edge steel guard plate (3A) also includes reinforcing transverse bars. (38), channel-shaped vertical bars (39), the channel-shaped vertical bars (39) are vertically connected to the outer surface of the L vertical edge steel guard plate (3A) to further enhance the vertical edge of the L vertical edge steel guard plate (3A). To support the strength in the straight direction, the channel-shaped vertical bars (39) are arranged at equal intervals longitudinally along the L vertical edge steel guard plate (3A). Between each two channel-shaped vertical bars (39), 0 to 4 reinforcing horizontal bars (38) are installed transversely. ); there is an angle steel track surface (3B) on the left and right, and the angle steel mounting edges are respectively installed on the inner surfaces of the left and right upper flanges (3). The angle steel track surface edges are mirror-symmetrically arranged inward, and the upper surface is horizontal to L. The side track surfaces (32) are on the same plane; preferably, the angle steel track surface edge and the angle steel installation edge are connected and supported by triangular rib plates (3C); the triangular rib plates (3C) are spaced along the angle steel abducted track surface (3B) Distribution, as shown in Figure 12, the specific spacing distance is specifically designed by the professional and technical personnel. Preferably, the L vertical edge steel guard plate (3A) and angle steel expanded track surface (3B) can be replaced by composite fiber materials (including carbon fiber, polyamide fiber, or glass fiber, etc.) to achieve lightweight track beams. As shown in Figures 3a and 3b.
优选的,所述上翼缘异型L轨道(30)的L型轨道左右各一条,镜像对称地分别安装在H结构基梁(1)的左右两个上翼缘(3)的上表面;水平安装在上翼缘(3)上表面的L水平边轨道面(32)内外两边均伸展出上翼缘(3)的内外侧面,L竖边护板(31)在L水平边轨道面(32)的外侧垂直朝上、其外侧面与上翼缘(3)的外侧面竖直平行,上翼缘异型L轨道(30)沿H结构基梁(1)纵向延伸;L水平边轨道面(32)向内侧伸展出上翼缘(3)宽度的部分称为L轨道面内展板(33),L水平边轨道面(32)向外侧伸展出上翼缘(3)宽度的部分称为L轨道面外展板(37),进一步增宽了L型轨道的轨道面。如图10所示。Preferably, the left and right L-shaped rails of the upper flange special-shaped L rail (30) are installed in mirror symmetry on the upper surfaces of the left and right upper flanges (3) of the H structural base beam (1) respectively; horizontally The L horizontal edge track surface (32) installed on the upper surface of the upper flange (3) extends out of the inner and outer sides of the upper flange (3), and the L vertical edge guard (31) is on the L horizontal edge track surface (32) ) is vertically upward, and its outer surface is vertically parallel to the outer surface of the upper flange (3). The upper flange special-shaped L track (30) extends longitudinally along the H structural base beam (1); the L horizontal side track surface ( 32) The part extending inward by the width of the upper flange (3) is called the L track surface inner expansion plate (33), and the part of the L horizontal side track surface (32) extending outward by the width of the upper flange (3) is called L The track surface outward expansion board (37) further widens the track surface of the L-shaped track. As shown in Figure 10.
优选的,所述L竖边护板(31)和L轨道面外展板(37)可由异型竖边钢护板(3E)替代。所述异型竖边钢护板(3E)包括竖直钢护板、外展轨道面板、异型竖边安装板(3F), 竖直钢护板的底边与水平的外展轨道面板的外边垂直连接,外展轨道面板的内边与异型竖边安装板(3F)的上边垂直连接组成型结构;左右各一条异型竖边钢护板(3E)的异型竖边安装板(3F)分别镜像对称地安装在左右上翼缘(3)的外侧面上连续布置,其外展轨道面板的上表面与L水平边轨道面(32)在同一平面上;优选的,所述异型竖边钢护板(3E)还包括异型竖筋板(3D),异型竖筋板(3D)与异型竖边钢护板(3E)形状结构完全一致,沿竖直方向垂直安装在异型竖边钢护板(3E)的外侧面上,沿异型竖边钢护板(3E)纵向等间距设置,每两个异型竖筋板(3D)之间横向安装有0~4条加强横筋(38)。优选的,所述异型竖边钢护板(3E)由钢热轧成型或由钢板焊接成型,或复合纤维材料替代加工而成,实现轻量化。如图11a、11b所示。Preferably, the L vertical edge guard plate (31) and L track surface expansion plate (37) can be replaced by a special-shaped vertical edge steel guard plate (3E). The special-shaped vertical edge steel guard plate (3E) includes a vertical steel guard plate, an abducted track panel, and a special-shaped vertical edge installation plate (3F). The bottom edge of the vertical steel guard plate is vertically connected to the outer edge of the horizontal expansion track panel, and the inner edge of the expansion track panel is vertically connected to the upper edge of the special-shaped vertical edge mounting plate (3F). Type structure; one left and right special-shaped vertical edge steel guard plate (3E) and special-shaped vertical edge mounting plates (3F) are installed in mirror symmetry on the outer surfaces of the left and right upper flanges (3) respectively, and are continuously arranged on the outside of the left and right upper flanges (3). The upper surface is on the same plane as the L horizontal edge track surface (32); preferably, the special-shaped vertical edge steel guard plate (3E) also includes a special-shaped vertical rib plate (3D), the special-shaped vertical rib plate (3D) and the special-shaped vertical rib plate (3D) The edge steel guard plates (3E) have the same shape and structure. They are installed vertically on the outer surface of the special-shaped vertical edge steel guard plates (3E) along the vertical direction. They are arranged at equal intervals longitudinally along the special-shaped vertical edge steel guard plates (3E). Every two 0 to 4 reinforcing transverse ribs (38) are installed transversely between the special-shaped vertical rib plates (3D). Preferably, the special-shaped vertical edge steel guard plate (3E) is made of hot-rolled steel or welded steel plates, or alternatively processed with composite fiber materials to achieve lightweighting. As shown in Figures 11a and 11b.
所述下翼缘异型轨道(20)为下翼缘异型磁浮轨道、下翼缘异型C轨道、双悬挂轨道、双T型钢轨道、单T型钢轨道、双型钢轨道、双工字钢轨道中的一种;下翼缘异型轨道(20)以H结构基梁(1)为基础,上翼缘异型L轨道(30)与下翼缘异型轨道(20)上下复合成复合异型翼缘轨道系统。The lower flange special-shaped track (20) is a lower flange special-shaped maglev track, a lower flange special-shaped C track, a double suspension track, a double T-shaped steel track, a single T-shaped steel track, a double It is a kind of shaped steel track and double I-shaped steel track; the lower flange special-shaped track (20) is based on the H structural base beam (1), the upper flange special-shaped L track (30) and the lower flange special-shaped track (20) The upper and lower parts are combined into a composite special-shaped flange track system.
所述下翼缘异型轨道(20)是“下翼缘异型磁浮轨道”,用于磁浮轨道交通系统。下翼缘异型磁浮轨道包括H结构基梁(1)、悬挂轨道,以H结构基梁(1)为基础,其左右下翼缘(2)底端外侧或内侧分别设置有一条悬挂轨道,沿着H结构基梁(1)纵向连续延伸,左右悬挂轨道镜像对称设置,其底面与下翼缘(2)的底面为同一平面;所述悬挂轨道包括外悬挂轨道(22)、内悬挂轨道(21)。The lower flange special-shaped track (20) is a "lower flange special-shaped maglev track" and is used in maglev rail transit systems. The lower flange special-shaped maglev track includes an H structural base beam (1) and a suspension track. Based on the H structural base beam (1), a suspension track is provided on the outside or inside of the bottom end of the left and right lower flanges (2) respectively. The base beam (1) of the H structure extends continuously longitudinally, and the left and right suspension rails are arranged in mirror symmetry, and the bottom surface thereof is the same plane as the bottom surface of the lower flange (2); the suspension rails include an outer suspension rail (22) and an inner suspension rail (22). twenty one).
优选的,所述下翼缘异型磁浮轨道为外悬挂式磁浮轨道,包括H结构基梁(1)、外悬挂轨道(22),以H结构基梁(1)为基础,其左右下翼缘(2)底端外侧分别设置有一条外悬挂轨道(22),沿着H结构基梁(1)纵向连续延伸,左右外悬挂轨道(22)镜像对称设置,其底面与下翼缘(2)的底面为同一平面。Preferably, the lower flange special-shaped maglev track is an externally suspended maglev track, including an H structural base beam (1) and an external suspension track (22). Based on the H structural base beam (1), its left and right lower flanges (2) An external suspension track (22) is provided on the outside of the bottom end, extending longitudinally along the base beam of the H structure (1). The left and right external suspension tracks (22) are arranged in mirror symmetry, with the bottom surface and the lower flange (2) The bottom surface is the same plane.
优选的,所述下翼缘异型磁浮轨道还包括U型钢轨道(6)、直线电机次级、制动轨道,所述U型钢轨道(6)的底面与U型轨安装板(61)是一个整体结构,U型钢轨道(6)通过U型轨安装板(61)安装在左右下翼缘(2)的底面,U型钢轨道(6)的左右两支腿称为磁极腿;1~3条或更多条直线电机次级(65)安装在结构端梁(10)和结构中梁(11)的底面或其它适合的位置。Preferably, the lower flange special-shaped maglev track also includes a U-shaped steel track (6), a linear motor secondary, and a braking track. The bottom surface of the U-shaped steel track (6) and the U-shaped rail mounting plate (61) are one In the overall structure, the U-shaped steel track (6) is installed on the bottom surface of the left and right lower flanges (2) through the U-shaped rail mounting plate (61). The left and right legs of the U-shaped steel track (6) are called magnetic pole legs; 1 to 3 Or more linear motor secondary (65) are installed on the bottom surface of the structural end beam (10) and the structural middle beam (11) or other suitable positions.
所述制动轨道,可以把U型钢轨道(6)的左或右磁极腿作为制动轨道,优选的,所述制动轨道也可以单独设置为T型制动轨道(60),所述T型制动轨道(60)包括制动板(64)和制动轨道安装板(63),制动板(64)垂直安装在制动轨道安装板(63)的中心成为T型结构,制动轨道安装板(63)安装在外悬挂轨道(22)的底部。 The braking track can use the left or right magnetic pole leg of the U-shaped steel track (6) as the braking track. Preferably, the braking track can also be independently set as a T-shaped braking track (60). The T-shaped braking track (60) can be used as a braking track. The brake track (60) includes a brake plate (64) and a brake track installation plate (63). The brake plate (64) is vertically installed in the center of the brake track installation plate (63) to form a T-shaped structure. The track mounting plate (63) is installed at the bottom of the outer suspension track (22).
所述下翼缘异型磁浮轨道还包括下供电轨(24)、定位信号网(4F)、智能安全导向轮轨迹(23),下供电轨(24)安装在下翼缘(2)的外侧,为在“下翼缘异型磁浮轨道”上运行的磁浮车辆供电,其电源由设在动力电缆孔(1A)内的动力电缆供给;定位信号网(4F)安装在下翼缘(2)内侧面上或其它合适的位置,与车辆上的位置信号测速器相对应;一对镜像对称的智能安全导向轮轨迹(23)设置在左右下翼缘(2)的外侧面上,为在下翼缘异型磁浮轨道上运行的磁浮车辆增加一层安全保障;所述智能安全导向轮轨迹(23)对应的安全导向轮,由智能安全导向系统控制安全导向轮与轨迹之间的距离保持0~30mm或更宽的距离,以保证无人驾驶的悬挂车在自主转向精准控制下沿轨道运行阻力最小,安全导向轮在必要时起到辅助导向和安全稳定作用。上述下翼缘异型磁浮轨道称为“外悬挂式磁浮轨道”。如图1、图2所示。The lower flange special-shaped maglev track also includes a lower power supply rail (24), a positioning signal network (4F), and an intelligent safety guide wheel track (23). The lower power supply rail (24) is installed on the outside of the lower flange (2). The power supply for the maglev vehicle running on the "lower flange special-shaped maglev track" is supplied by the power cable located in the power cable hole (1A); the positioning signal network (4F) is installed on the inner surface of the lower flange (2) or Other suitable positions correspond to the position signal speedometer on the vehicle; a pair of mirror-symmetrical intelligent safety guide wheel tracks (23) are set on the outer surfaces of the left and right lower flanges (2), which are special-shaped maglev tracks on the lower flanges. Maglev vehicles running on the above-mentioned roads add a layer of safety guarantee; the safety guide wheels corresponding to the intelligent safety guide wheel tracks (23) are controlled by the intelligent safety guide system to keep the distance between the safety guide wheels and the tracks 0 to 30 mm or wider. distance to ensure that the driverless suspension vehicle runs along the track with minimal resistance under the precise control of autonomous steering. The safety guide wheel plays a role in auxiliary guidance and safety and stability when necessary. The above-mentioned lower flange special-shaped maglev track is called "externally suspended maglev track". As shown in Figure 1 and Figure 2.
优选的,下翼缘异型磁浮轨道为内悬挂式磁浮轨道,所述下翼缘异型磁浮轨道的外悬挂轨道(22)可由内悬挂轨道(21)替代,以H结构基梁(1)为基础,其左右下翼缘(2)底端内侧分别设置有一条内悬挂轨道(21),沿着H结构基梁(1)纵向连续延伸,左右内悬挂轨道(21)在同一水平面上镜像对称设置,其底面与下翼缘(2)的底面为同一平面;一对镜像对称的智能安全导向轮轨迹(23)设置在左右下翼缘(2)的内侧面上;其它结构和功能与上述下翼缘异型磁浮轨道完全一致,称为“内悬挂式磁浮轨道”。Preferably, the lower flange special-shaped maglev track is an internally suspended maglev track. The outer suspension track (22) of the lower flange special-shaped maglev track can be replaced by an inner suspension track (21), based on the H structural base beam (1). , an inner suspension track (21) is respectively provided on the inside of the bottom end of the left and right lower flanges (2), extending longitudinally along the H structural base beam (1), and the left and right inner suspension tracks (21) are arranged in mirror symmetry on the same horizontal plane , its bottom surface is in the same plane as the bottom surface of the lower flange (2); a pair of mirror-symmetrical intelligent safety guide wheel tracks (23) are arranged on the inner surfaces of the left and right lower flanges (2); other structures and functions are the same as the above-mentioned lower flange (2). The flange special-shaped maglev track is completely consistent and is called "internally suspended maglev track".
优选的,下翼缘异型磁浮轨道为L钢轨道(29);所述下翼缘异型磁浮轨道的外悬挂轨道(22)、内悬挂轨道(21)均可用L钢轨道(29)替代,L钢轨道(29)安装在左右下翼缘(2)底端内侧或外侧,所述L钢轨道(29)是由钢或复合材料制成,实现轻量化;所述L钢轨道(29)包括竖直安装板(25)、平轨道板(26)、保护板(27),竖直安装板(25)与平轨道板(26)垂直连接成L型,保护板(27)垂直安装在平轨道板(26)的外边缘、与竖直安装板(25)平行,保护板(27)用于保护在L钢轨道上运行的车辆支撑轮不脱轨。如图4所示。Preferably, the lower flange special-shaped maglev track is an L steel track (29); the outer suspension track (22) and the inner suspension track (21) of the lower flange special-shaped maglev track can be replaced by L steel tracks (29). The steel track (29) is installed inside or outside the bottom end of the left and right lower flanges (2). The L steel track (29) is made of steel or composite materials to achieve lightweight; the L steel track (29) includes The vertical installation plate (25), the flat track plate (26), and the protective plate (27) are vertically connected to the flat track plate (26) to form an L shape, and the protective plate (27) is vertically installed on the flat track plate. The outer edge of the track plate (26) is parallel to the vertical mounting plate (25), and the protective plate (27) is used to protect the vehicle support wheels running on the L steel track from derailing. As shown in Figure 4.
优选的,所述下翼缘异型轨道(20)是“下翼缘异型C轨道”,用于四悬臂转向架轮轨交通系统。所述下翼缘异型C轨道包括H结构基梁(1)、内悬挂运行轨道(2A);以H结构基梁(1)为基础,其左右下翼缘(2)底端内侧分别垂直安装有内悬挂运行轨道(2A),内悬挂运行轨道(2A)水平方向朝内镜像对称设置,内悬挂运行轨道(2A)的底面与下翼缘(2)底面为同一平面,所组成的开口向下的C型结构轨道称为“下翼缘异型C轨道”。与上述“内悬挂式磁浮轨道”不同之处是,“内悬挂式磁浮轨道”的内悬挂轨道(21)宽度较窄、承载的是磁浮车辆上支撑功能的支撑小钢轮,当磁浮车停止运行时支撑小钢轮才落在内悬挂轨道(21)上支撑起整个磁浮车的重量,磁浮车正常运行时支撑小钢轮随磁浮车一起 悬浮在内悬挂轨道(21)上方;下翼缘异型C轨道的内悬挂运行轨道(2A)宽度是内悬挂轨道(21)的2~6倍或更多倍,承载的是车辆行走或导向功能的大橡胶轮,始终承载着整车的重量;左右内悬挂运行轨道(2A)内侧面之间的距离叫做轨道开口间距,所述“下翼缘异型C轨道”轨道开口间距是现有“单悬挂臂转向架”轨道开口间距(150~180mm)的1.1~10倍或更多倍;超宽的轨道开口间距为通行四悬臂转向架悬挂车辆创造了必要充分条件,四悬臂转向架悬挂车辆晃动角度小于1°,运行速度提高2~4倍,从根本上解决了单悬挂臂转向架晃动角度4°~15°的技术难题。Preferably, the lower flange special-shaped track (20) is a "lower flange special-shaped C track", which is used in a four-cantilever bogie wheel-rail transportation system. The lower flange special-shaped C track includes an H structural base beam (1) and an internal suspension running track (2A); based on the H structural base beam (1), its left and right lower flanges (2) are installed vertically on the inside of the bottom respectively. There is an inner suspension running rail (2A). The inner suspension running rail (2A) is arranged mirror-symmetrically inward in the horizontal direction. The bottom surface of the inner suspension running rail (2A) and the bottom surface of the lower flange (2) are on the same plane, and the opening formed by the inner suspension running rail (2A) faces inward. The lower C-shaped structure track is called "lower flange special-shaped C track". The difference from the above-mentioned "internally suspended maglev track" is that the internally suspended track (21) of the "internally suspended maglev track" is narrower in width and carries small steel wheels with supporting functions on the maglev vehicle. When the maglev vehicle stops, During operation, the supporting small steel wheel only falls on the inner suspension track (21) to support the weight of the entire maglev vehicle. When the maglev vehicle is operating normally, the supporting small steel wheel accompanies the maglev vehicle. Suspended above the inner suspension track (21); the width of the inner suspension running track (2A) of the lower flange special-shaped C track is 2 to 6 times or more times that of the inner suspension track (21), and carries the vehicle walking or guiding function The large rubber wheel always carries the weight of the entire vehicle; the distance between the inner sides of the left and right inner suspension running rails (2A) is called the track opening spacing. The track opening spacing of the "lower flange special-shaped C track" is the distance between the existing "single-shaped 1.1 to 10 times or more times the track opening spacing (150 to 180mm) of "suspension arm bogie"; the ultra-wide track opening spacing creates necessary and sufficient conditions for the passage of four cantilever bogie suspended vehicles, and the four cantilever bogie suspended vehicles shake The angle is less than 1°, and the running speed is increased by 2 to 4 times, which fundamentally solves the technical problem of the single suspension arm bogie swinging at an angle of 4° to 15°.
所述下翼缘异型C轨道还包括下供电轨(24)、定位信号网(4F)、智能安全导向轮轨迹(23);下供电轨(24)安装在下翼缘(2)的外侧,为车辆供电,其电源由设在动力电缆孔(1A)内的动力电缆供给;定位信号网(4F)安装在下翼缘(2)内侧面上或其它合适的位置,与车辆上的位置信号测速器相对应;一对镜像对称的智能安全导向轮轨迹(23)设置在左右下翼缘(2)的内侧面上,所述智能安全导向轮轨迹(23)对应的安全导向轮,由智能安全导向系统控制安全导向轮与轨迹之间的距离保持0~30mm或更宽的距离,实施精准辅助安全稳定和导向控制。如图5所示。The lower flange special-shaped C track also includes a lower power supply rail (24), a positioning signal network (4F), and an intelligent safety guide wheel track (23); the lower power supply rail (24) is installed on the outside of the lower flange (2). The vehicle is powered by a power cable located in the power cable hole (1A); the positioning signal network (4F) is installed on the inner surface of the lower flange (2) or other suitable position, and is connected to the position signal speedometer on the vehicle Correspondingly; a pair of mirror-symmetrical intelligent safety guide wheel trajectories (23) are arranged on the inner side of the left and right lower flanges (2), and the safety guide wheels corresponding to the intelligent safety guide wheel trajectories (23) are driven by the intelligent safety guide wheel. The system controls the distance between the safety guide wheel and the track to maintain a distance of 0~30mm or wider, implementing precise auxiliary safety, stability and guidance control. As shown in Figure 5.
优选的,所述下翼缘异型轨道(20)是“双悬挂轨道”,双悬挂轨道包括H结构基梁(1)、内悬挂轨道(21)、外悬挂轨道(22)、智能安全导向轮轨迹(23);以H结构基梁(1)为基础,左右下翼缘(2)的底端两侧均设置有一条内悬挂轨道(21)和一条外悬挂轨道(22),沿着H结构基梁(1)纵向连续延伸,内悬挂轨道(21)和外悬挂轨道(22)在同一平面上镜像对称设置,内悬挂轨道(21)和外悬挂轨道(22)的底面与下翼缘(2)的底面为同一平面;一对镜像对称的智能安全导向轮轨迹(23)分别设置在左右下翼缘(2)内侧;悬挂车的驱动轮在内悬挂轨道(21)的上表面运行,悬挂车的支撑轮在外悬挂轨道(22)的上表面运行。所述“双悬挂轨道”还包括下供电轨(24)、定位信号网(4F)、智能安全导向轮轨迹(23),下供电轨(24)安装在左右两个下翼缘(2)外侧,为在“双悬挂轨道”上运行的悬挂车辆供电,其电源由设在动力电缆孔(1A)内的动力电缆供给。位置信号网(4F)安装在下翼缘(2)内侧或其它适宜位置,与车上的位置信号测速器位置相对应;一对镜像对称的智能安全导向轮轨迹(23)设置在左右下翼缘(2)内侧面上。如图2左下图所示。Preferably, the lower flange special-shaped track (20) is a "double suspension track". The double suspension track includes an H-structure base beam (1), an inner suspension track (21), an outer suspension track (22), and an intelligent safety guide wheel. Track (23); based on the H structural base beam (1), an inner suspension track (21) and an outer suspension track (22) are provided on both sides of the bottom of the left and right lower flanges (2), along the H The structural base beam (1) extends continuously longitudinally. The inner suspension track (21) and the outer suspension track (22) are arranged in mirror symmetry on the same plane. The bottom surface and lower flange of the inner suspension track (21) and the outer suspension track (22) The bottom surfaces of (2) are on the same plane; a pair of mirror-symmetrical intelligent safety guide wheel tracks (23) are respectively arranged inside the left and right lower flanges (2); the driving wheels of the suspension vehicle run on the upper surface of the inner suspension track (21) , the support wheels of the suspension vehicle run on the upper surface of the outer suspension track (22). The "double suspension track" also includes a lower power supply rail (24), a positioning signal network (4F), and an intelligent safety guide wheel track (23). The lower power supply rail (24) is installed outside the two left and right lower flanges (2). , supply power to the suspension vehicle running on the "double suspension track", and its power supply is supplied by the power cable located in the power cable hole (1A). The position signal network (4F) is installed on the inside of the lower flange (2) or other suitable position, corresponding to the position of the position signal speedometer on the vehicle; a pair of mirror-symmetrical intelligent safety guide wheel tracks (23) are installed on the left and right lower flanges (2) On the inner side. As shown in the lower left picture of Figure 2.
优选的,所述下翼缘异型轨道(20)是“双T型钢轨道”,双T型钢轨道包括H结构基梁(1)、T型钢轨道(7)、智能安全导向轮轨迹(23);以H结构基梁(1)为基础,沿H结构基梁(1)纵向左右下翼缘(2)的内侧面和外侧面均安装有一镜像对称的T型钢轨道(7),称为双T型钢轨道;所述T型钢轨道(7)包括T型腹板(70)、轨道面翼板(71)、安装翼板(72),T型钢轨道(7)是“倒T型”结构,倒T型竖直板叫T型腹板(70),T型腹板 (70)垂直安装在倒T型底面板中心线上,T型腹板(70)一边的底面板叫轨道面翼板(71)、另一边的底面板叫安装翼板(72)。所述T型钢轨道(7)可以是钢坯热轧成型、或钢板焊接成型;内外各一条T型钢轨道(7),其T型腹板(70)分别安装在下翼缘(2)内外两侧面上,安装翼板(72)安装在下翼缘(2)的底面上;T型钢轨道(7)还包括加强筋板(73),加强筋板(73)安装在轨道面翼板(71)和安装翼板(72)的底面上;智能安全导向轮轨迹(23)设置在内侧T型腹板(70)上或下翼缘(2)内侧面上。如图6a所示。Preferably, the lower flange special-shaped track (20) is a "double T-shaped steel track", and the double T-shaped steel track includes an H structural base beam (1), a T-shaped steel track (7), and an intelligent safety guide wheel track (23); Based on the H structural base beam (1), a mirror-symmetrical T-shaped steel track (7) is installed along the inner and outer sides of the left and right lower flanges (2) of the H structural base beam (1), which is called a double T. Steel track; the T-shaped steel track (7) includes a T-shaped web (70), a track surface wing (71), and a mounting wing (72). The T-shaped steel track (7) is an "inverted T-shaped" structure. T-shaped vertical plate is called T-shaped web (70), T-shaped web (70) is installed vertically on the center line of the inverted T-shaped bottom panel. The bottom panel on one side of the T-shaped web (70) is called the track surface wing (71), and the bottom panel on the other side is called the installation wing (72). The T-shaped steel track (7) can be hot-rolled from a steel billet or welded from a steel plate; there is one T-shaped steel track (7) inside and outside, and its T-shaped webs (70) are respectively installed on the inner and outer sides of the lower flange (2). , the installation wing plate (72) is installed on the bottom surface of the lower flange (2); the T-shaped steel track (7) also includes a reinforcing rib plate (73), and the reinforcing rib plate (73) is installed on the track surface wing plate (71) and installed On the bottom surface of the wing plate (72); the intelligent safety guide wheel track (23) is arranged on the inner surface of the upper or lower flange (2) of the inner T-shaped web (70). As shown in Figure 6a.
优选的,所述T型钢轨道(7)可以用复合纤维材料制造(包括碳纤维、或聚酰胺纤维、或玻璃纤维等)的T型轨道所替代,可以大幅度减少轨道梁的重量。Preferably, the T-shaped steel track (7) can be replaced by a T-shaped track made of composite fiber materials (including carbon fiber, polyamide fiber, or glass fiber, etc.), which can greatly reduce the weight of the track beam.
优选的,所述下翼缘异型轨道(20)是“单T型钢轨道”,所述双T型钢轨道可由外侧单T型钢轨道或内侧单T型钢轨道替代。所述外侧单T型钢轨道即左右下翼缘(2)外侧各安装有一条T型钢轨道(7),所述内侧单T型钢轨道即左右下翼缘(2)内侧各安装有一条T型钢轨道(7),其它结构与上述双T型钢轨道完全一致。Preferably, the lower flange special-shaped track (20) is a "single T-shaped steel track", and the double T-shaped steel track can be replaced by an outer single T-shaped steel track or an inner single T-shaped steel track. The outer single T-shaped steel track, that is, a T-shaped steel track (7) is installed on the outside of the left and right lower flanges (2), and the inner single T-shaped steel track, that is, a T-shaped steel track is installed on the inner side of the left and right lower flanges (2). (7), other structures are completely consistent with the above-mentioned double T-shaped steel track.
优选的,所述下翼缘异型轨道(20)是“双型钢轨道”,“双型钢轨道”为内向型双型钢轨道或外向型双型钢轨道。Preferably, the lower flange special-shaped track (20) is a "double "Shaped Steel Track", "Double "Shaped steel track" is an inward-type double Profile steel track or outward-facing double Profiled steel track.
所述内向型双型钢轨道包括H结构基梁(1)、型轨道(5),以H结构基梁(1)为基础,其左右下翼缘(2)的底面各安装有一条型轨道(5),所述型轨道(5)的型轨道面(53)向内镜像对称地设置,称为内向型双型钢轨道。所述型轨道(5)包括型轨安装翼(51)、型轨道腹板(52)、型轨道面(53)、L型加强筋(54);型轨安装翼(51)水平放置,其下表面中心线下面垂直安装一条型轨道腹板(52),型轨道腹板(52)的底边缘与水平向内的型轨道面(53)外边缘垂直相连;所述L型加强筋(54)是L型板,在型轨道(5)的外侧面,由型轨安装翼(51)外半边的底面、型轨道腹板(52)的外侧面、到型轨道面(53)的底面,垂直连接有一条L型加强筋(54),L型加强筋(54)沿型轨道(5)纵向等间距设置,具体间距由本专业技术人员具体设计。The introverted double The steel track includes H structural base beam (1), The track (5) is based on the base beam (1) of the H structure, and has one track installed on the bottom surface of its left and right lower flanges (2). type track (5), the type track(5) The track surface (53) is arranged inwardly mirror-symmetrically, which is called the inward-type double track surface (53). Profiled steel track. described type track (5) includes Profile rail mounting wing (51), Type track web (52), Type track surface (53), L-shaped reinforcement (54); The profile rail mounting wing (51) is placed horizontally, and one is installed vertically below the center line of its lower surface. Type rail web(52), The bottom edge of the profiled track web (52) is in contact with the horizontal inward The outer edges of the track surface (53) are vertically connected; the L-shaped reinforcing ribs (54) are L-shaped plates. The outer side of the type track (5) is composed of The bottom surface of the outer half of the profile rail mounting wing (51), from the outer side of the rail web (52) to The bottom surface of the track surface (53) is vertically connected with an L-shaped reinforcing rib (54). The L-shaped reinforcing rib (54) The rails (5) are arranged at equal intervals longitudinally, and the specific intervals are specifically designed by technicians in the field.
优选的,所述型轨道(5)还包括保护板(27)、智能安全导向轮轨迹(23),保护板(27)垂直安装在型轨道面(53)的边缘上,与型轨道腹板(52)平行;智能安全导向轮轨迹(23)设置在型轨道腹板(52)的内侧面上。Preferably, the The track (5) also includes a protective plate (27) and an intelligent safety guide wheel track (23). The protective plate (27) is installed vertically on On the edge of the track surface (53), with The track web (52) is parallel; the intelligent safety guide wheel track (23) is set on on the inner side of the rail web (52).
优选的,所述型轨道(5)的型轨道面(53)可以向外镜像对称地设置,称为外向型双型钢轨道。其他与内向型双型钢轨道相同。Preferably, the type track(5) The track surface (53) can be arranged outward in mirror symmetry, which is called an outward-facing double track surface (53). Profiled steel track. Other and introverted pairs The profiled steel rails are the same.
优选的,所述型轨道(5)用钢板焊接或热轧制成,或用复合材料制造,以大幅度减少轨道梁的重量。如图5b所示。Preferably, the The shaped track (5) is made of steel plates welded or hot-rolled, or made of composite materials to significantly reduce the weight of the track beam. As shown in Figure 5b.
优选的,所述下翼缘异型轨道(20)是“双工字钢轨道”,包括H结构基梁(1)、工字 钢轨道(75),以H结构基梁(1)为基础,其左右下翼缘(2)的底面各安装有一条工字钢轨道(75)镜像对称地设置。所述工字钢轨道(75)包括工安装翼板(76)、工型腹板(77)、工轨道面翼板(78);上下各一条工安装翼板(76)和工轨道面翼板(78)对齐平行水平放置,一条工型腹板(77)竖直放置、且与上下工安装翼板(76)和工轨道面翼板(78)的中心线对应垂直安装在一起组成工字钢轨道(75),工安装翼板(76)安装在下翼缘(2)的底面;优选的,所述工字钢轨道(75)还包括加强筋板(73),加强筋板(73)安装在工轨道面翼板(78)的底面上。优选的,所述工字钢轨道(75)用钢板焊接或热轧制成,或用复合材料制造,以大幅度减少轨道梁的重量。如图6b所示。Preferably, the lower flange special-shaped track (20) is a "double I-beam steel track", including an H-structure base beam (1), an I-beam The steel track (75) is based on the H structural base beam (1), and an I-shaped steel track (75) is installed on the bottom surface of its left and right lower flanges (2), arranged in mirror symmetry. The I-beam track (75) includes a work installation wing (76), an I-shaped web (77), and a work track surface wing (78); one top and bottom work installation wing (76) and a work track surface wing. The plates (78) are aligned and placed parallel and horizontally, and an I-shaped web (77) is placed vertically and installed vertically corresponding to the center lines of the upper and lower work installation wing boards (76) and the work track surface wing boards (78) to form a workstation. The I-shaped steel track (75) has an I-shaped wing plate (76) installed on the bottom surface of the lower flange (2); preferably, the I-shaped steel track (75) also includes a reinforcing rib plate (73). ) is installed on the bottom surface of the engineering track surface wing plate (78). Preferably, the I-beam track (75) is made of welded or hot-rolled steel plates, or made of composite materials to significantly reduce the weight of the track beam. As shown in Figure 6b.
优选的,所述上翼缘异型L轨道(30)可作为独立轨道使用,所述H结构基梁(1)由U型基梁(1G)替代,所述U型基梁(1G)包括竖直翼缘梁、结构端梁(10)、结构中梁(11),在一水平面上左右各一支纵向平行布置的竖直翼缘梁,在两竖直翼缘梁相对内侧面的底部两端各设一个结构端梁(10),沿两竖直翼缘梁的内侧面底部、两个结构端梁(10)之间均匀分布设置有0~20个(具体数量和间距由专业人员设计)结构中梁(11),把左右的竖直翼缘梁连接为U型基梁(1G)整体结构,其上部的翼缘称为上翼缘(3)。所述上翼缘异型L轨道(30)设置在U型基梁(1G)的上翼缘(3)上,上翼缘异型L轨道(30)结构与上述完全一致。如图7所示。Preferably, the upper flange special-shaped L track (30) can be used as an independent track, and the H structural base beam (1) is replaced by a U-shaped base beam (1G). The U-shaped base beam (1G) includes a vertical The straight flange beam, the structural end beam (10), and the structural middle beam (11) each have a vertical flange beam arranged longitudinally parallel to the left and right sides of a horizontal plane. A structural end beam (10) is provided at each end, and 0 to 20 are evenly distributed along the bottom of the inner side of the two vertical flange beams and between the two structural end beams (10) (the specific number and spacing are designed by professionals. ) The middle beam (11) of the structure connects the left and right vertical flange beams into a U-shaped base beam (1G) overall structure, and the upper flange is called the upper flange (3). The upper flange special-shaped L track (30) is arranged on the upper flange (3) of the U-shaped base beam (1G), and the structure of the upper flange special-shaped L track (30) is completely consistent with the above. As shown in Figure 7.
优选的,所述异型悬挂轨道(20)是下翼缘异型磁浮轨道,做为独立轨道使用,所述H结构基梁(1)由倒U型基梁替代,倒U型基梁翼缘是向下的,故称为下翼缘(2),在倒U型基梁的下翼缘(2)设置有下翼缘异型磁浮轨道,下翼缘异型磁浮轨道的结构与上述完全一致。如图8所示。Preferably, the special-shaped suspension track (20) is a special-shaped maglev track with a lower flange and is used as an independent track. The H-structure base beam (1) is replaced by an inverted U-shaped base beam, and the flange of the inverted U-shaped base beam is downward. , so it is called the lower flange (2). A lower flange special-shaped maglev track is provided on the lower flange (2) of the inverted U-shaped base beam. The structure of the lower flange special-shaped maglev track is completely consistent with the above. As shown in Figure 8.
优选的,所述墩柱(15)还包括副墩柱(16)和支撑翼(17),副墩柱(16)安装在支撑翼(17)下方,与支撑翼(17)之间是水平方向可滑动联结;所述支撑翼(17)设置在H结构基梁(1)的可滑动端或/和固定端、对应结构端梁(10)的外侧,与左右结构端梁(10)、安装横梁(12)在同一条中心线上;所述副敦柱(16)在复合异型翼缘轨道梁的左右H结构基梁(1)外侧、与墩柱(15)设置在同一条中心线上,以墩柱(15)为中心左右对称各设一支;所述副墩柱(16)主要是设置在软路基地段,其它路基地段均可用以提高复合异型翼缘轨道系统的安全稳定性,本专业技术人员可根据需要设置副墩柱(16)。如图9所示。Preferably, the pier (15) also includes an auxiliary pier (16) and a support wing (17). The auxiliary pier (16) is installed below the support wing (17) and is horizontally connected to the support wing (17). The support wing (17) is arranged on the sliding end or/and the fixed end of the H structural base beam (1) and the outside of the corresponding structural end beam (10), and is connected with the left and right structural end beams (10), The cross beams (12) are installed on the same center line; the auxiliary pillars (16) are installed on the outside of the left and right H structural base beams (1) of the composite special-shaped flange track beam and on the same center line as the pier columns (15). On the top, one pier is symmetrically arranged on the left and right with the pier (15) as the center; the auxiliary pier (16) is mainly installed in the soft road base section, and other road base sections can be used to improve the safety and stability of the composite special-shaped flange track system. , technicians in this field can set up auxiliary piers (16) as needed. As shown in Figure 9.
优选的,所述支撑翼(17)可与H结构基梁(1)一起采用钢筋混凝土浇铸成一个整体结构,或用钢板焊接而成,或用复合材料制成。Preferably, the support wings (17) can be cast into an integral structure with reinforced concrete together with the H structural base beam (1), or welded with steel plates, or made of composite materials.
本发明的优点是:The advantages of the present invention are:
1、本发明提供了一种复合异型翼缘轨道系统,H结构基梁(1)的两竖直翼缘梁的高 翼缘设计、局部空心设计、上下翼缘端部的异型翼缘轨道设计组合,大幅度增强了H结构基梁(1)的整体刚性和强度,结构端梁(10)和结构中梁(11)的进一步增强了H结构基梁(1)的结构强度和抗扭性能。H结构基梁(1)与能实现同样功能的上下两个单梁相比,复合梁综合性价比大幅度提高、整体重量轻、综合造价低。1. The present invention provides a composite special-shaped flange track system. The height of the two vertical flange beams of the H structural base beam (1) is The combination of flange design, partial hollow design, and special-shaped flange track design at the upper and lower flange ends has greatly enhanced the overall rigidity and strength of the H structural base beam (1), structural end beam (10) and structural middle beam (11). ) further enhances the structural strength and torsion resistance of the H structural base beam (1). Compared with the upper and lower single beams that can achieve the same function, the H structure base beam (1) has a greatly improved comprehensive cost performance, light overall weight, and low overall cost.
2、异型翼缘轨道复合H结构梁的轨道交通系统,通过轨道与智能安全导向车辆结构设计密切结合实现最小转弯半径20米、爬坡能力大于100‰,充分利用城市低空资源和城市道路两侧的绿化带或中心绿化带、不占用城市路权、减少城市交通拥堵。线路选线灵活,对城市道路适应能力强,节约用土地,拆迁少,综合建设投资是轻轨投资的1/3、是地铁投资的1/6,综合运营成本是轻轨的2/3-3/4。2. The rail transit system of special-shaped flange track composite H structural beam achieves a minimum turning radius of 20 meters and a climbing capacity of more than 100‰ through the close combination of track and intelligent safety guided vehicle structural design, making full use of urban low-altitude resources and both sides of urban roads. green belt or central green belt, does not occupy urban right of way, and reduces urban traffic congestion. It has flexible line selection, strong adaptability to urban roads, economical use of land, and less demolition. The comprehensive construction investment is 1/3 of the light rail investment and 1/6 of the subway investment. The comprehensive operating cost is 2/3-3/ of the light rail investment. 4.
3、在本复合轨道系统中运行的车辆通过无人智能驾驶系统实现自主转向为主,并通过智能安全导向系统使智能安全导向轮与轨迹之间保持0~30mm间隙的结构设置,有效减少车辆导向轮与轨道轨迹的接触摩擦力,提高车辆运行速度至100~200公里/小时,车辆运行速度是公交车的4~6倍,智能无人智能驾驶高峰发车间隔可小于1.5分钟,客运量是公交车5~10倍、与轻轨相当,非交通高峰客运车与物流车共享轨道,大幅度提高了城市交通运输通行效率,较好地缓解决了城市堵车和物流运输问题。为智慧城市建设提供了一种城市智慧交通和智慧物流的解决方案。3. The vehicles running in this composite track system mainly realize autonomous steering through the unmanned intelligent driving system, and use the intelligent safety guidance system to maintain a 0~30mm gap between the intelligent safety guide wheels and the track, effectively reducing the number of vehicles. The contact friction between the guide wheels and the track track increases the vehicle operating speed to 100-200 km/h. The vehicle operating speed is 4-6 times that of buses. The peak departure interval of intelligent unmanned intelligent driving can be less than 1.5 minutes. The passenger volume is It is 5 to 10 times faster than buses and equivalent to light rail. Passenger vehicles and logistics vehicles share the track during non-traffic peak periods, which greatly improves the efficiency of urban transportation and better alleviates urban traffic jams and logistics transportation problems. It provides a solution for urban smart transportation and smart logistics for smart city construction.
4、多重安全保障设计,采用轨道新能源与外电网双路供电,环保无污染。新能源系统架设在轨道中心安装横梁上和左右H结构基梁之间、同时兼顾救生通道的功能,轨道结构与车辆安全结构一体化设计,使得列车永不会脱轨,大雾天气仍能安全运行,受雨雪冰冻影响小、运行计划率高。4. Multiple safety guarantee design, using dual power supply from rail new energy and external power grid, environmentally friendly and pollution-free. The new energy system is installed on the center beam of the track and between the left and right H structure base beams, taking into account the function of the life-saving passage. The integrated design of the track structure and vehicle safety structure ensures that the train will never derail and can still operate safely in heavy fog. , less affected by rain, snow and ice, and has a high operation planning rate.
附图说明Description of the drawings
图1为本发明复合异型翼缘轨道系统及其上运行车辆横截面示意图。Figure 1 is a schematic cross-sectional view of the composite special-shaped flange track system of the present invention and the vehicle running on it.
图2为本发明复合异型翼缘轨道梁立体示意图,其中,左下图为双悬挂轨道,右下图为外悬挂磁浮轨道,上图为上翼缘异型L轨道。Figure 2 is a three-dimensional schematic diagram of the composite special-shaped flange track beam of the present invention. The lower left picture shows the double suspension track, the lower right picture shows the external suspension maglev track, and the upper picture shows the upper flange special-shaped L track.
图3上翼缘异型L轨道的上翼缘横截面、L竖边钢护板及角钢外展轨道面横截面示意图,其中,a)横截面主视图,b)L竖边钢护板左视示意图。Figure 3 Schematic diagram of the upper flange cross section of the upper flange special-shaped L track, the L vertical edge steel guard plate and the angle steel expanded track surface, where a) the front view of the cross section, b) the left view of the L vertical edge steel guard plate Schematic diagram.
图4为本发明L钢轨道横截面示意图,其中,a)内悬挂L钢轨道,b)外悬挂L钢轨道。Figure 4 is a schematic cross-sectional view of the L steel track of the present invention, in which a) the inner suspended L steel track and b) the outer suspended L steel track.
图5本发明下翼缘异型C轨道及型钢轨道横截面示意图,其中:a)为下翼缘异型C轨道横截面示意图,b)为型钢轨道横截面示意图。Figure 5 The lower flange special-shaped C track of the present invention and Schematic diagram of the cross-section of the shaped steel track, where: a) is the cross-section diagram of the special-shaped C track on the lower flange, b) is Cross-section diagram of profiled steel track.
图6为本发明悬挂轨道横截面示意图。其中:a)为悬挂T型钢轨道横截面示意图。b) 为悬挂工字型钢轨道横截面示意图。Figure 6 is a schematic cross-sectional view of the suspension track of the present invention. Among them: a) is the cross-section diagram of the suspended T-shaped steel track. b) This is a cross-section diagram of a suspended I-shaped steel track.
图7为本发明独立应用的上翼缘异型L轨道横截面示意图。Figure 7 is a schematic cross-sectional view of the upper flange special-shaped L track independently applied according to the present invention.
图8为本发明独立应用的内悬挂式磁浮轨道横截面示意图。Figure 8 is a cross-sectional schematic diagram of an internally suspended magnetic levitation track independently applied according to the present invention.
图9为本发明墩柱、副墩柱和支撑翼横截面示意图。Figure 9 is a schematic cross-sectional view of the piers, auxiliary piers and support wings of the present invention.
图10为本发明复合异型翼缘轨道梁上翼缘异型L轨道的一种安装形式。Figure 10 is an installation form of the special-shaped flange L track on the composite special-shaped flange track beam of the present invention.
图11上翼缘异型L轨道的上翼缘横截面、异型竖边钢护板及角钢外展轨道面横截面示意图,其中,a)横截面主视图示意图,b)异型竖边钢护板左视示意图。Figure 11 Schematic diagram of the cross section of the upper flange of the special-shaped L track, the special-shaped vertical edge steel guard plate and the cross-sectional view of the angle steel expanded track surface, where a) the cross-sectional front view diagram, b) the special-shaped vertical edge steel guard plate on the left View diagram.
图12带有三角筋板的上翼缘异型L轨道的上翼缘横截面、L竖边钢护板及角钢外展轨道面横截面示意图,其中,a)横截面主视图,b)L竖边钢护板左视示意图。Figure 12 Schematic diagram of the cross section of the upper flange of the special-shaped L track with triangular rib plate, the L vertical edge steel guard plate and the angle steel expanded track surface, where a) cross section front view, b) L vertical Schematic diagram of the left side of the edge steel guard plate.
其中:1、H结构基梁,10、结构端梁,11、结构中梁、12、安装横梁,13、连接中梁,14、减重孔,15、墩柱,16、副墩柱,17、支撑翼,1A、动力电缆孔,1B、通讯电缆孔,1G、U型基梁,1H、新能源系统,2、下翼缘,20、下翼缘异型轨道,21、内悬挂轨道,22、外悬挂轨道,23、智能安全导向轮轨迹,24、下供电轨,25、竖直安装板,26、平轨道板,27、保护板,29、L钢轨道,2A,内悬挂运行轨道,2V、下翼缘异型轨道车,3、上翼缘,30、上翼缘异型L轨道,31、L竖边护板,32、L水平边轨道面,33、L轨道面内展板,34、上供电轨,35、上安全导向轮轨迹,36、下安全导向轮轨迹,37、L轨道面外展板,38、加强横筋,39槽型竖筋,3A、L竖边钢护板,3B、角钢外展轨道面,3C、三角筋板,3D、异型竖筋,3E、异型竖边钢护板,3F、异型竖边安装板,3V、上翼缘异型L轨道车,4、通讯基站,4F、定位信号网,5、型轨道,51、型轨安装翼,52、型轨道腹板,53、型轨道面,54、L型加强筋,6、U型钢轨道,60、T型制动轨道,61、U型轨安装板,63、制动轨道安装板,64、制动板,65、直线电机次级,7、T型钢轨道,70、T型腹板,71、轨道面翼板,72、安装翼板,73、加强筋板,75、工字钢轨道,76、工安装翼板,77、工型腹板,78、工轨道面翼板。Among them: 1. H structural base beam, 10. Structural end beam, 11. Structural middle beam, 12. Installation beam, 13. Connection middle beam, 14. Weight reduction hole, 15. Pier column, 16. Auxiliary pier column, 17 , support wing, 1A, power cable hole, 1B, communication cable hole, 1G, U-shaped base beam, 1H, new energy system, 2. Lower flange, 20. Lower flange special-shaped track, 21. Internal suspension track, 22 , External suspension track, 23. Intelligent safety guide wheel track, 24. Lower power supply rail, 25. Vertical mounting plate, 26. Flat track plate, 27. Protection plate, 29. L steel track, 2A, inner suspension running track, 2V. Lower flange special-shaped rail car, 3. Upper flange, 30. Upper flange special-shaped L track, 31. L vertical side guard plate, 32. L horizontal side track surface, 33. L track surface inner display panel, 34. Upper power supply rail, 35. Upper safety guide wheel track, 36. Lower safety guide wheel track, 37. L track surface outward display board, 38. Reinforced transverse bars, 39 grooved vertical bars, 3A, L vertical edge steel guard plate, 3B, Angle steel extended track surface, 3C, triangular rib plate, 3D, special-shaped vertical bars, 3E, special-shaped vertical edge steel guard plate, 3F, special-shaped vertical edge mounting plate, 3V, upper flange special-shaped L rail car, 4. Communication base station, 4F, positioning signal network, 5. type track, 51, Profile rail mounting wing, 52, Type track web, 53, Track surface, 54, L-shaped reinforcement, 6, U-shaped steel track, 60, T-shaped brake track, 61, U-shaped rail mounting plate, 63, brake track mounting plate, 64, brake plate, 65, straight line Motor secondary, 7. T-shaped steel track, 70. T-shaped web, 71. Track surface wing, 72. Installation wing, 73. Stiffening plate, 75. I-beam track, 76. Industrial installation wing, 77. I-shaped web, 78. I-shaped rail surface wing.
具体实施方式Detailed ways
以下采用示意图和具体实施方式是对本发明作进一步说明,但本发明并不局限于此。本发明中使用的方位词,如“前”、“后”、“左”、“右”、“上”、“下”、“顶”、“底”、“纵”、“横”、“竖”、“内侧”、“外侧”等均以示意图为基准,仅为叙述的方便和相对位置,不代表实际方位,术语主要用于区分不同的部件,但不对部件进行具体限制。The following schematic diagrams and specific embodiments are used to further illustrate the present invention, but the present invention is not limited thereto. The directional words used in the present invention include "front", "back", "left", "right", "upper", "lower", "top", "bottom", "vertical", "horizontal", " "Vertical", "inside", "outside", etc. are all based on the schematic diagram. They are only for the convenience of description and relative position, and do not represent the actual orientation. The terms are mainly used to distinguish different components, but do not specifically limit the components.
实施例1:Example 1:
本实施例提供H结构基梁1。This embodiment provides an H-structure base beam 1 .
所述H结构基梁1,包括竖直翼缘梁、结构端梁10、结构中梁11,竖直翼缘梁在一水 平面上左右平行布置,结构端梁10设置在两竖直翼缘梁相对内侧面的两端,在两个结构端梁10之间沿两竖直翼缘梁内侧面设置有5个的结构中梁11,把左右的竖直翼缘梁连接为一个整体结构,该整体结构的横截面形似H型,因此称为H结构基梁。左右各一支竖直翼缘梁平行镜像对称布置。The H structural base beam 1 includes vertical flange beams, structural end beams 10, and structural middle beams 11. The vertical flange beams are located on a water Arranged parallel to each other on the plane, the structural end beams 10 are arranged at both ends of the opposite inner sides of the two vertical flange beams. There are 5 structures between the two structural end beams 10 along the inner sides of the two vertical flange beams. Beam 11 connects the left and right vertical flange beams into an integral structure. The cross-section of the integral structure is similar to an H shape, so it is called an H structural base beam. One vertical flange beam on the left and right is arranged in parallel and mirror-symmetrical arrangement.
结构端梁10和结构中梁11上表面和下表面分别在两个水平面上,结构中梁11的数量和分布间距由本专业设计人员根据科学计算结果进行设置;所述竖直翼缘梁与结构端梁10和结构中梁11连接处以上的翼缘称为上翼缘3、连接处以下的翼缘称为下翼缘2。结构中梁11在两个结构端梁10之间沿两竖直翼缘梁内侧面均匀分布。The upper and lower surfaces of the structural end beams 10 and the structural middle beams 11 are respectively on two horizontal planes. The number and distribution spacing of the structural middle beams 11 are set by professional designers based on scientific calculation results; the vertical flange beams and the structural The flange above the connection between the end beam 10 and the structural center beam 11 is called the upper flange 3, and the flange below the connection is called the lower flange 2. The structural center beam 11 is evenly distributed between the two structural end beams 10 along the inner sides of the two vertical flange beams.
所述竖直翼缘梁内部还设有动力电缆孔1A和通讯电缆孔1B,以布设动力电缆和通讯电缆。一般而言,动力电缆孔1A和通讯电缆孔1B设置在H结构基梁1外侧的竖直翼缘梁内部。There are also power cable holes 1A and communication cable holes 1B inside the vertical flange beam for laying power cables and communication cables. Generally speaking, the power cable hole 1A and the communication cable hole 1B are provided inside the vertical flange beam outside the base beam 1 of the H structure.
所述结构端梁10和结构中梁11的横截面中部设有多个减重孔14,减重孔14的大小和梳理有本领域技术人员根据需要设计。所述竖直翼缘梁是空心结构、竖直翼缘梁及其与结构端梁10和结构中梁11的连接处是空心结构,实现H结构基梁1轻量化,由本专业人员具体设计。A plurality of weight-reducing holes 14 are provided in the middle of the cross-section of the structural end beam 10 and the structural middle beam 11. The size and arrangement of the weight-reducing holes 14 can be designed by those skilled in the art according to needs. The vertical flange beam is a hollow structure, and the vertical flange beam and its connection with the structural end beam 10 and the structural middle beam 11 are hollow structures to realize the lightweight of the H structural base beam 1 and are specifically designed by this professional.
所述H结构基梁1其突出特点是H结构基梁自身的结构具备较强的竖向结构强度、刚度、抗弯能力和横向结构强度、刚度、抗弯能力和抗扭转能力,H结构基梁1的上翼缘3和下翼缘2是非对称结构,左右上翼缘3设置的上翼缘异型L轨道30特殊结构进一步增强了H结构基梁1在竖直方向和水平方向结构强度、刚度、抗弯能力和抗扭转能力,可实现上翼缘3结构厚度减薄轻量化、节材节能低碳。优选的,所述H结构基梁1、结构端梁10和结构中梁11由钢筋混凝土整体浇铸而成,本领域技术人员根据需要进行设计。如图1、图2所示。The outstanding feature of the H structure base beam 1 is that the structure of the H structure base beam itself has strong vertical structural strength, stiffness, bending resistance and transverse structural strength, stiffness, bending resistance and torsion resistance. The H structure base beam The upper flange 3 and lower flange 2 of the beam 1 are asymmetric structures. The special structure of the upper flange special-shaped L track 30 provided on the left and right upper flanges 3 further enhances the structural strength of the H structure base beam 1 in the vertical and horizontal directions. The stiffness, bending resistance and torsion resistance enable the upper flange 3 structure to be thinner and lighter, saving materials, energy and carbon. Preferably, the H structural base beam 1, structural end beam 10 and structural middle beam 11 are integrally cast from reinforced concrete, and those skilled in the art can design according to needs. As shown in Figure 1 and Figure 2.
实施例2:Example 2:
其他同实施例1,不同之处在于:不含结构中梁11。Others are the same as Embodiment 1, except that the structural middle beam 11 is not included.
所述H结构基梁1,包括竖直翼缘梁、结构端梁10,左右各一支竖直翼缘梁在一水平面上左右镜像对称平行布置,结构端梁10设置在两竖直翼缘梁相对内侧面的两端,把左右的竖直翼缘梁连接为一个整体结构,该整体结构的横截面形似H型,因此称为H结构基梁。The H structural base beam 1 includes a vertical flange beam and a structural end beam 10. Each left and right vertical flange beam is arranged in mirror symmetry and parallel arrangement on a horizontal plane. The structural end beam 10 is arranged on two vertical flanges. The two ends of the beam relative to the inner side connect the left and right vertical flange beams into an overall structure. The cross-section of the overall structure is similar to an H shape, so it is called an H structural base beam.
所述结构端梁10和结构中梁11的横截面中部设有一个减重孔14,所述竖直翼缘梁是实心结构、竖直翼缘梁及其与结构端梁10和结构中梁11的连接处采用部分实心结构,实现H结构基梁1轻量化,由本专业人员具体设计。A weight reduction hole 14 is provided in the middle of the cross section of the structural end beam 10 and the structural middle beam 11. The vertical flange beam is a solid structure, the vertical flange beam and its connection with the structural end beam 10 and the structural middle beam. The connection point of 11 adopts a partially solid structure to realize the lightweight of H structure base beam 1, which is specifically designed by this professional.
所述H结构基梁1、结构端梁10和结构中梁11由钢材加工而成,本领域技术人员根 据需要进行设计。如图1、图2所示。The H structural base beam 1, structural end beam 10 and structural middle beam 11 are made of steel. Those skilled in the art will Design as needed. As shown in Figure 1 and Figure 2.
实施例3:Example 3:
在两个结构端梁10之间沿两竖直翼缘梁内侧面设置有10个结构中梁11。所述H结构基梁1、结构端梁10和结构中梁11由复合材料而成,本领域技术人员根据需要进行设计。Ten structural middle beams 11 are arranged between the two structural end beams 10 along the inner sides of the two vertical flange beams. The H structural base beam 1, structural end beam 10 and structural middle beam 11 are made of composite materials, and those skilled in the art can design them according to needs.
实施例4:Example 4:
本实施例提供上翼缘异型L轨道30。This embodiment provides an upper flange special-shaped L track 30.
所述上翼缘异型L轨道30,包括H结构基梁1和L型轨道,L型轨道安装在H结构基梁1的上翼缘上;所述L型轨道包括L竖边护板31和L水平边轨道面32,以H结构基梁1为基础,在其左右两个上翼缘3的上表面镜像对称地各安装有一条L型轨道,其L竖边护板31朝上、外侧面与上翼缘3的外侧面在同一竖直面上,其L水平边轨道面32向内水平安装在上翼缘3的上表面,上翼缘异型L轨道30沿H结构基梁1纵向延伸;L水平边轨道面32向内侧超出上翼缘3宽度的部分称为L轨道面内展板33如图1、图2所示。The upper flange special-shaped L track 30 includes an H structural base beam 1 and an L-shaped track. The L-shaped track is installed on the upper flange of the H structural base beam 1; the L-shaped track includes an L vertical edge guard 31 and The L horizontal side track surface 32 is based on the H structural base beam 1. An L-shaped track is installed on the upper surface of the left and right upper flanges 3 in mirror symmetry. The L vertical side guard plate 31 faces upward and outward. The side surface and the outer surface of the upper flange 3 are on the same vertical plane, and its L horizontal edge track surface 32 is installed horizontally on the upper surface of the upper flange 3 inwardly. The upper flange special-shaped L track 30 is longitudinally along the H structural base beam 1 Extension; the part of the L horizontal edge track surface 32 inward beyond the width of the upper flange 3 is called the L track surface inner display panel 33, as shown in Figures 1 and 2.
实施例5:Example 5:
其他同实施例4,不同之处在于:Others are the same as Embodiment 4, except that:
所述上翼缘异型L轨道30还包括上智能安全导向轮轨迹35、下智能安全导向轮轨迹36,上智能安全导向轮轨迹35和下智能安全导向轮轨迹36可以分别设置在轨道系统的不同区域,上智能安全导向轮轨迹35位于左右L竖边护板31内侧面上,下智能安全导向轮轨迹36位于左右上翼缘3内侧面上。The upper flange special-shaped L track 30 also includes an upper intelligent safety guide wheel track 35 and a lower intelligent safety guide wheel track 36. The upper intelligent safety guide wheel track 35 and the lower intelligent safety guide wheel track 36 can be respectively set at different parts of the track system. area, the upper intelligent safety guide wheel track 35 is located on the inner surface of the left and right L vertical edge guard 31, and the lower intelligent safety guide wheel track 36 is located on the inner surface of the left and right upper flange 3.
所述上智能安全导向轮轨迹35和下智能安全导向轮轨迹36是无人驾驶车辆智能安全导向系统的安全导向轮在轨道系统上的运行轨迹;在上翼缘异型L轨道30上运行的无人驾驶车辆以自主导向为主,以智能安全导向系统为辅,所述智能安全导向系统可根据车辆运行状态、侧向风力大小、转弯离心力大小或车辆运行偏移量大小等自动控制安全导向轮与轨迹之间0~30mm的距离,精准控制施加到上智能安全导向轮轨迹35和下智能安全导向轮轨迹36上辅助导向力大小和平衡稳定力大小,最大限度减少运行阻力、保持高速平稳运行。The upper intelligent safety guide wheel track 35 and the lower intelligent safety guide wheel track 36 are the running tracks of the safety guide wheels of the unmanned vehicle intelligent safety guide system on the track system; the unmanned vehicle running on the upper flange special-shaped L track 30 Human-driven vehicles are mainly autonomously guided, supplemented by an intelligent safety guidance system. The intelligent safety guidance system can automatically control the safety guide wheel according to the vehicle's operating status, lateral wind force, turning centrifugal force, or vehicle operating offset. The distance between the track and the track is 0~30mm, and the auxiliary guiding force and balance stabilizing force applied to the upper intelligent safety guide wheel track 35 and the lower intelligent safety guide wheel track 36 are precisely controlled to minimize running resistance and maintain high-speed and smooth operation. .
实施例6:Example 6:
其他同实施例5,不同之处在于:Others are the same as Embodiment 5, except that:
所述上智能安全导向轮轨迹35和下智能安全导向轮轨迹36设置在轨道系统的同一个区域,例如,上智能安全导向轮轨迹35和下智能安全导向轮轨迹36全设置在左右L竖边护板31的内侧面上,或全设置在左右上翼缘3内侧面上。The upper intelligent safety guide wheel track 35 and the lower intelligent safety guide wheel track 36 are arranged in the same area of the track system. For example, the upper intelligent safety guide wheel track 35 and the lower intelligent safety guide wheel track 36 are both arranged on the left and right vertical sides of L The inner surface of the guard plate 31 is entirely arranged on the inner surface of the left and right upper flanges 3 .
实施例7:Example 7:
其他同实施例5或6,不同之处在于: Others are the same as Embodiment 5 or 6, except that:
所述上翼缘异型L轨道30还包括上供电轨34、定位信号网4F,上供电轨34安装在H结构基梁1的外侧或上翼缘3内侧,为在上翼缘异型L轨道30上运行的车辆供电,其电源由设在动力电缆孔1A内的动力电缆供给;定位信号网4F安装在上翼缘3内侧面上,或设置在左右L竖边护板31的内侧面上,与车辆上的位置信号测速器位置相对应,以实现无人智能驾驶车运行过程中的精准定位和到达车站后的精准定位停车。The upper flange special-shaped L track 30 also includes an upper power supply rail 34 and a positioning signal network 4F. The upper power supply rail 34 is installed on the outside of the H structure base beam 1 or the inside of the upper flange 3. It is the upper flange special-shaped L track 30. The vehicle running on the power supply is supplied by the power cable located in the power cable hole 1A; the positioning signal network 4F is installed on the inner side of the upper flange 3, or is provided on the inner side of the left and right L vertical edge guard 31, Corresponds to the position of the position signal speedometer on the vehicle to achieve precise positioning of the unmanned intelligent driving vehicle during operation and precise positioning and parking after arriving at the station.
所述上翼缘异型L轨道30由钢筋混凝土浇铸成一个整体结构,或用钢材加工而成、或采用复合材料加工而成。所述上翼缘3、L竖边护板31、L水平边轨道面32在钢筋混凝土浇铸时采用纤维增强,包括碳纤维、聚酰胺纤维、玻璃纤维等加入混凝土中浇铸而成,以进一步提高结构强度、提高表面耐磨性能、降低梁的整体重量。The upper flange special-shaped L track 30 is made of reinforced concrete cast into an integral structure, or processed from steel, or processed from composite materials. The upper flange 3, L vertical edge guard 31, and L horizontal edge track surface 32 are made of fiber reinforcement when casting reinforced concrete, including carbon fiber, polyamide fiber, glass fiber, etc. added to the concrete and cast to further improve the structure. Strength, improve surface wear resistance, and reduce the overall weight of the beam.
实施例8:Example 8:
其他同实施例5-7,不同之处在于:Others are the same as those in Embodiment 5-7, except that:
所述L竖边护板31和L轨道面内展板33分别由L竖边钢护板3A和角钢外展轨道面3B替代。左右各一条L竖边钢护板3A分别安装在左右上翼缘3的外侧面上连续布置,L竖边钢护板3A还包括加强横筋38、槽型竖筋39,槽型竖筋39竖直方向连接在L竖边钢护板3A外侧面上以进一步增强L竖边钢护板3A的竖直方向支撑强度,槽型竖筋39沿L竖边钢护板3A纵向等间距设置,每两个槽型竖筋39之间横向安装有3条加强横筋38;左右各一条角钢外展轨道面3B,其角钢安装边分别安装在左右上翼缘3的内侧面上,其角钢轨道面边向内镜像对称设置、其上表面与L水平边轨道面32为同一个平面。如图3所示。The L vertical edge guard plate 31 and the L track in-plane expansion plate 33 are respectively replaced by the L vertical edge steel guard plate 3A and the angle steel expanded track surface 3B. One L vertical edge steel guard plate 3A on the left and right is respectively installed on the outer surface of the left and right upper flange 3 and arranged continuously. The L vertical edge steel guard plate 3A also includes reinforced transverse bars 38, channel-shaped vertical bars 39, and channel-shaped vertical bars 39. Connected to the outer surface of the L vertical edge steel guard plate 3A in a straight direction to further enhance the vertical direction support strength of the L vertical edge steel guard plate 3A, the grooved vertical bars 39 are arranged at equal intervals longitudinally along the L vertical edge steel guard plate 3A, each Three reinforcing transverse bars 38 are installed transversely between the two channel-shaped vertical bars 39; one angle steel on the left and right extends out the track surface 3B, and its angle steel mounting edges are respectively installed on the inner surfaces of the left and right upper flanges 3, and its angle steel track surface edges It is arranged inward mirror symmetry, and its upper surface and the L horizontal side track surface 32 are in the same plane. As shown in Figure 3.
实施例9:Example 9:
其他同实施例8,不同之处在于:作为改进,设置三角筋板3C,如图12所示,角钢轨道面边与角钢安装边由三角筋板(3C)连接支撑;所述三角筋板3C沿角钢内展轨道面3B间隔分布,具体间隔距离由本专业技术人员具体设计。The rest is the same as Embodiment 8, except that as an improvement, a triangular rib plate 3C is provided. As shown in Figure 12, the angle steel track surface edge and the angle steel installation edge are connected and supported by the triangular rib plate (3C); the triangular rib plate 3C They are distributed at intervals along the inward track surface 3B of the angle steel, and the specific spacing distances are specifically designed by the professional technicians.
实施例10:Example 10:
其他同实施例8,不同之处在于:不含加强横筋38。The rest is the same as that of Embodiment 8, except that it does not contain the reinforcing transverse ribs 38 .
左右各一条L竖边钢护板3A分别安装在左右上翼缘3的外侧面上连续布置,L竖边护槽型竖筋39竖直方向连接在L竖边钢护板3A外侧面上以进一步增强L竖边钢护板3A的竖直方向支撑强度,槽型竖筋39沿L竖边钢护板3A纵向等间距设置。One L vertical edge steel guard plate 3A on the left and right is respectively installed on the outer surface of the left and right upper flange 3 and arranged continuously. The L vertical edge guard groove type vertical bar 39 is vertically connected to the outer surface of the L vertical edge steel guard plate 3A. To further enhance the vertical support strength of the L vertical edge steel guard plate 3A, the channel-shaped vertical bars 39 are arranged at equal intervals along the longitudinal direction of the L vertical edge steel guard plate 3A.
所述L竖边钢护板3A、角钢外展轨道面3B可以由复合纤维材料替代(包含碳纤维、或聚酰胺纤维、或玻璃纤维等),实现轨道梁轻量化。如图3a、3b所示。The L vertical edge steel guard plate 3A and the angle steel expanded track surface 3B can be replaced by composite fiber materials (including carbon fiber, polyamide fiber, or glass fiber, etc.) to achieve lightweight track beams. As shown in Figures 3a and 3b.
实施例11:Example 11:
其他同实施例8,不同之处在于: Others are the same as Embodiment 8, except that:
每两个槽型竖筋39之间横向安装有1条加强横筋38。A reinforcing transverse rib 38 is installed transversely between every two channel-shaped vertical ribs 39.
实施例12:Example 12:
其他同实施例5-7,不同之处在于:Others are the same as those in Embodiment 5-7, except that:
优选的,所述上翼缘异型L轨道30的L型轨道左右各一条,镜像对称地分别安装在H结构基梁1的左右两个上翼缘3的上表面;水平安装在上翼缘3上表面的L水平边轨道面32内外两边均伸展出上翼缘3的内外侧面,L竖边护板31在L水平边轨道面32的外侧垂直朝上、其外侧面与上翼缘3的外侧面竖直平行,上翼缘异型L轨道30沿H结构基梁1纵向延伸;L水平边轨道面32向内侧伸展出上翼缘3宽度的部分称为L轨道面内展板33,L水平边轨道面32向外侧伸展出上翼缘3宽度的部分称为L轨道面外展板37,进一步增宽了L型轨道的轨道面。如图10所示。Preferably, the left and right L-shaped rails of the upper flange special-shaped L rail 30 are installed in mirror symmetry on the upper surfaces of the left and right upper flanges 3 of the H structural base beam 1; they are installed horizontally on the upper flange 3. Both the inner and outer sides of the L horizontal edge track surface 32 on the upper surface extend out of the inner and outer sides of the upper flange 3. The L vertical edge guard 31 faces vertically upward on the outside of the L horizontal edge track surface 32, and its outer surface is in contact with the upper flange 3. The outer side is vertically parallel, and the upper flange special-shaped L track 30 extends longitudinally along the H structural base beam 1; the L horizontal side track surface 32 extends inward beyond the width of the upper flange 3 and is called the L track surface inner display panel 33. The L horizontal The portion of the side track surface 32 that extends outward beyond the width of the upper flange 3 is called the L track surface outward expansion plate 37, which further widens the track surface of the L-shaped track. As shown in Figure 10.
实施例13:Example 13:
其他同实施例12,不同之处在于:Others are the same as Embodiment 12, except that:
所述L竖边护板31和L轨道面外展板37可由异型竖边钢护板3E替代。所述异型竖边钢护板3E包括竖直钢护板、外展轨道面板、异型竖边安装板3F,竖直钢护板的底边与水平的外展轨道面板的外边垂直连接,外展轨道面板的内边与异型竖边安装板3F的上边垂直连接组成型结构;左右各一条异型竖边钢护板3E的异型竖边安装板3F镜像对称地分别安装在左右上翼缘3的外侧面上连续布置,其外展轨道面板的上表面与L水平边轨道面32在同一平面上。The L vertical edge guard plate 31 and the L track surface outward expansion plate 37 can be replaced by a special-shaped vertical edge steel guard plate 3E. The special-shaped vertical edge steel guard plate 3E includes a vertical steel guard plate, an abducted track panel, and a special-shaped vertical edge mounting plate 3F. The bottom edge of the vertical steel guard plate is vertically connected to the outer edge of the horizontal abducted track panel. The inner edge of the track panel is vertically connected to the upper edge of the special-shaped vertical edge mounting plate 3F. Type structure; a special-shaped vertical edge steel guard plate 3E on each left and a special-shaped vertical edge installation plate 3F are installed in mirror symmetry on the outer surfaces of the left and right upper flanges 3 and arranged continuously, and the upper surface of the abducted track panel is in line with the L horizontal edge The track surfaces 32 are on the same plane.
优选的方案中,所述异型竖边钢护板3E还包括异型竖筋板3D,异型竖筋板3D与异型竖边钢护板3E形状结构完全一致,沿竖直方向垂直安装在异型竖边钢护板3E的外侧面上,沿异型竖边钢护板3E纵向等间距设置,每两个异型竖筋板3D之间横向安装有0~4条加强横筋38。所述异型竖边钢护板3E由钢热轧成型或由钢板焊接成型,或复合纤维材料替代加工而成,实现轻量化。如图11a、11b所示。In the preferred solution, the special-shaped vertical edge steel guard plate 3E also includes a special-shaped vertical rib plate 3D. The special-shaped vertical edge steel plate 3D is completely consistent in shape and structure with the special-shaped vertical edge steel guard plate 3E, and is vertically installed on the special-shaped vertical edge along the vertical direction. The outer surface of the steel guard plate 3E is arranged at equal intervals longitudinally along the special-shaped vertical edge steel guard plate 3E, and 0 to 4 reinforcing transverse bars 38 are installed transversely between each two special-shaped vertical steel guard plates 3D. The special-shaped vertical edge steel guard plate 3E is made of hot-rolled steel or welded steel plates, or alternatively processed with composite fiber materials to achieve lightweighting. As shown in Figures 11a and 11b.
实施例14:Example 14:
本实施例提供下翼缘异型轨道20。This embodiment provides a lower flange special-shaped track 20 .
下翼缘异型轨道20以H结构基梁1为基础,上翼缘异型L轨道30与下翼缘异型轨道20上下复合成一种复合异型翼缘轨道系统。The lower flange special-shaped track 20 is based on the H structural base beam 1, and the upper flange special-shaped L track 30 and the lower flange special-shaped track 20 are combined up and down to form a composite special-shaped flange track system.
所述下翼缘异型轨道20是“下翼缘异型磁浮轨道”,用于磁浮轨道交通系统。下翼缘异型磁浮轨道包括H结构基梁1、悬挂轨道,以H结构基梁1为基础,其左右下翼缘2底端外侧或内侧分别设置有一条悬挂轨道,沿着H结构基梁1纵向连续延伸,左右悬挂轨道镜像对称设置,其底面与下翼缘2的底面为同一平面;所述悬挂轨道包括外悬挂轨道22、 内悬挂轨道21。The lower flange special-shaped track 20 is a "lower flange special-shaped maglev track" and is used in maglev rail transit systems. The lower flange special-shaped maglev track includes an H structural base beam 1 and a suspension track. Based on the H structural base beam 1, a suspension track is provided on the outside or inside of the bottom end of the left and right lower flanges 2. Along the H structural base beam 1 Continuously extending longitudinally, the left and right suspension rails are arranged in mirror symmetry, and the bottom surface thereof is the same plane as the bottom surface of the lower flange 2; the suspension rails include outer suspension rails 22, Inner suspension track 21.
所述下翼缘异型磁浮轨道为外悬挂式磁浮轨道,包括H结构基梁1、外悬挂轨道22,以H结构基梁1为基础,其左右下翼缘2底端外侧分别设置有一条外悬挂轨道22,沿着H结构基梁1纵向连续延伸,左右外悬挂轨道22镜像对称设置,其底面与下翼缘2的底面为同一平面。The lower flange special-shaped maglev track is an external suspension maglev track, which includes an H structural base beam 1 and an external suspension track 22. Based on the H structural base beam 1, an external outer suspension rail is provided on the outside of the bottom end of the left and right lower flanges 2 respectively. The suspension rails 22 extend longitudinally and continuously along the H structural base beam 1. The left and right outer suspension rails 22 are arranged in mirror symmetry, and their bottom surfaces are in the same plane as the bottom surfaces of the lower flange 2.
实施例15:Example 15:
其他同实施例11,不同之处在于:Others are the same as Embodiment 11, except that:
所述下翼缘异型磁浮轨道还包括U型钢轨道6、直线电机次级、制动轨道,所述U型钢轨道6的底面与U型轨安装板61是一个整体结构,U型钢轨道6通过U型轨安装板61安装在左右下翼缘2的底面,U型钢轨道6的左右两支腿称为磁极腿;1~3条或大于4条的直线电机次级65安装在结构端梁10和结构中梁11的底面或其它适合的位置。The lower flange special-shaped maglev track also includes a U-shaped steel track 6, a linear motor secondary, and a braking track. The bottom surface of the U-shaped steel track 6 and the U-shaped rail mounting plate 61 are an integral structure. The U-shaped steel track 6 passes through the U-shaped steel track 6. The profile rail mounting plates 61 are installed on the bottom of the left and right lower flanges 2. The left and right legs of the U-shaped steel track 6 are called magnetic pole legs; 1 to 3 or more than 4 linear motor secondary 65s are installed on the structural end beams 10 and The bottom surface of the beam 11 or other suitable location in the structure.
所述制动轨道,把U型钢轨道6的左或右磁极腿作为制动轨道。The braking track uses the left or right magnetic pole leg of the U-shaped steel track 6 as the braking track.
实施例16:Example 16:
其他同实施例12,不同之处在于:Others are the same as Embodiment 12, except that:
所述制动轨道单独设置为T型制动轨道60,所述T型制动轨道60包括制动板64和制动轨道安装板63,制动板64垂直安装在制动轨道安装板63的中心成为T型结构,制动轨道安装板63安装在外悬挂轨道22的底部。The braking track is individually configured as a T-shaped braking track 60. The T-shaped braking track 60 includes a braking plate 64 and a braking track mounting plate 63. The braking plate 64 is vertically installed on the braking track mounting plate 63. The center becomes a T-shaped structure, and the brake track mounting plate 63 is installed at the bottom of the outer suspension track 22 .
实施例17:Example 17:
其他同实施例12或13,不同之处在于:Others are the same as Embodiment 12 or 13, except that:
所述下翼缘异型磁浮轨道还包括下供电轨24、定位信号网4F、智能安全导向轮轨迹23,下供电轨24安装在下翼缘2的外侧或内侧,为在“下翼缘异型磁浮轨道”上运行的磁浮车辆供电,其电源由设在动力电缆孔1A内的动力电缆供给;定位信号网4F安装在下翼缘2内侧面上或其它合适的位置,与车辆上的位置信号测速器相对应;一对镜像对称的智能安全导向轮轨迹23设置在左右下翼缘2的外侧或内侧面上,为在下翼缘异型磁浮轨道上运行的磁浮车辆增加一层安全保障;所述智能安全导向轮轨迹23对应的安全导向轮,由智能安全导向系统控制安全导向轮与轨迹之间的距离保持0~30mm或更宽的距离,以保证无人驾驶的悬挂车在自主转向精准控制下沿轨道运行阻力最小,安全导向轮在必要时起到辅助导向和安全稳定作用。上述下翼缘异型磁浮轨道称为“外悬挂式磁浮轨道”。如图1、图2所示。The lower flange special-shaped maglev track also includes a lower power supply rail 24, a positioning signal network 4F, and an intelligent safety guide wheel track 23. The lower power supply rail 24 is installed on the outside or inside of the lower flange 2. It is a "lower flange special-shaped maglev track". "Power supply is supplied to the maglev vehicle running on the vehicle, and its power is supplied by the power cable located in the power cable hole 1A; the positioning signal network 4F is installed on the inner surface of the lower flange 2 or other suitable positions, and is connected to the position signal speedometer on the vehicle. Correspondingly; a pair of mirror-symmetrical intelligent safety guide wheel tracks 23 are arranged on the outer or inner surfaces of the left and right lower flanges 2, adding a layer of safety guarantee for the maglev vehicles running on the lower flange special-shaped maglev track; the intelligent safety guide The safety guide wheel corresponding to the wheel track 23 is controlled by the intelligent safety guidance system. The distance between the safety guide wheel and the track is maintained at 0 to 30 mm or wider to ensure that the unmanned suspension vehicle can steer along the track under precise control of autonomous steering. The running resistance is minimal, and the safety guide wheel plays the role of auxiliary guidance and safety and stability when necessary. The above-mentioned lower flange special-shaped maglev track is called "externally suspended maglev track". As shown in Figure 1 and Figure 2.
实施例18:Example 18:
其他同实施例11,不同之处在于:Others are the same as Embodiment 11, except that:
下翼缘异型磁浮轨道为内悬挂式磁浮轨道,所述下翼缘异型磁浮轨道的外悬挂轨道22 由内悬挂轨道21替代,以H结构基梁1为基础,其左右下翼缘2底端内侧分别设置有一条内悬挂轨道21,沿着H结构基梁1纵向连续延伸,左右内悬挂轨道21在同一水平面上镜像对称设置,其底面与下翼缘2的底面为同一平面;一对镜像对称的智能安全导向轮轨迹23设置在左右下翼缘2的内侧或外侧面上;其它结构和功能与上述下翼缘异型磁浮轨道完全一致,称为“内悬挂式磁浮轨道”。The lower flange special-shaped maglev track is an internally suspended maglev track, and the outer suspension track 22 of the lower flange special-shaped maglev track is It is replaced by an inner suspension track 21, based on the H structural base beam 1. An inner suspension track 21 is respectively provided on the inside of the bottom end of the left and right lower flanges 2, extending longitudinally along the H structural base beam 1. The left and right inner suspension tracks 21 Mirror-symmetrically arranged on the same horizontal plane, and its bottom surface is the same plane as the bottom surface of the lower flange 2; a pair of mirror-symmetrical intelligent safety guide wheel tracks 23 are arranged on the inner or outer surfaces of the left and right lower flanges 2; other structures and functions It is completely consistent with the above-mentioned lower flange special-shaped maglev track and is called "internally suspended maglev track".
实施例19:Example 19:
其他同实施例11,不同之处在于:Others are the same as Embodiment 11, except that:
下翼缘异型磁浮轨道为L钢轨道29;所述下翼缘异型磁浮轨道的外悬挂轨道22、内悬挂轨道21均可用L钢轨道29替代,L钢轨道29安装在左右下翼缘2底端内侧或外侧,所述L钢轨道29是由钢或复合材料制成,实现轻量化;所述L钢轨道29包括竖直安装板25、平轨道板26、保护板27,竖直安装板25与平轨道板26垂直连接成L型,保护板27垂直安装在平轨道板26的外边缘、与竖直安装板25平行,保护板27用于保护在L钢轨道上运行的车辆支撑轮不脱轨。如图4所示。The lower flange special-shaped maglev track is an L steel track 29; the outer suspension track 22 and the inner suspension track 21 of the lower flange special-shaped maglev track can be replaced by L steel tracks 29, which are installed at the bottom of the left and right lower flanges 2 Inside or outside the end, the L steel track 29 is made of steel or composite materials to achieve lightweight; the L steel track 29 includes a vertical mounting plate 25, a flat track plate 26, and a protective plate 27. The vertical mounting plate 25 is vertically connected to the flat track plate 26 to form an L shape. The protective plate 27 is vertically installed on the outer edge of the flat track plate 26 and parallel to the vertical mounting plate 25. The protective plate 27 is used to protect the vehicle support wheels running on the L steel track. Not derailed. As shown in Figure 4.
实施例20:Example 20:
其他同实施例11,不同之处在于:Others are the same as Embodiment 11, except that:
所述下翼缘异型轨道20是“下翼缘异型C轨道”,用于四悬臂转向架轮轨交通系统。所述下翼缘异型C轨道包括H结构基梁1、内悬挂运行轨道2A;以H结构基梁1为基础,其左右下翼缘2底端内侧分别垂直安装有内悬挂运行轨道2A,内悬挂运行轨道2A水平方向朝内镜像对称设置,内悬挂运行轨道2A的底面与下翼缘2底面为同一平面,所组成的开口向下的C型结构轨道称为“下翼缘异型C轨道”。The lower flange special-shaped track 20 is a "lower flange special-shaped C track" and is used in a four-cantilever bogie wheel-rail transportation system. The lower flange special-shaped C track includes an H structural base beam 1 and an internal suspension running rail 2A; based on the H structural base beam 1, internal suspension running rails 2A are vertically installed on the inside of the bottom ends of the left and right lower flanges 2. The suspension running rail 2A is arranged in a mirror-symmetrical manner inward in the horizontal direction. The bottom surface of the inner suspension running rail 2A and the bottom surface of the lower flange 2 are on the same plane. The C-shaped structure track with the opening downward is called the "lower flange special-shaped C track" .
与上述“内悬挂式磁浮轨道”不同之处是,“内悬挂式磁浮轨道”的内悬挂轨道21宽度较窄、承载的是磁浮车辆上支撑功能的支撑小钢轮,当磁浮车停止运行时支撑小钢轮才落在内悬挂轨道21上支撑起整个磁浮车的重量,磁浮车正常运行时支撑小钢轮随磁浮车一起悬浮在内悬挂轨道21上方;下翼缘异型C轨道的内悬挂运行轨道2A宽度是内悬挂轨道21的2~6倍或大于7倍,承载的是车辆行走或导向功能的大橡胶轮,始终承载着整车的重量;左右内悬挂运行轨道2A内侧面之间的距离叫做轨道开口间距,所述“下翼缘异型C轨道”轨道开口间距是现有“单悬挂臂转向架”轨道开口间距150~180mm的1.1~10倍或大于11倍;超宽的轨道开口间距为通行四悬臂转向架悬挂车辆创造了必要充分条件,四悬臂转向架悬挂车辆晃动角度小于1°,运行速度提高2~4倍,从根本上解决了单悬挂臂转向架晃动角度4°~15°的技术难题。The difference from the above-mentioned "internally suspended maglev track" is that the inner suspended track 21 of the "internally suspended maglev track" is narrower in width and carries the supporting small steel wheels with the support function on the maglev vehicle. When the maglev vehicle stops running The supporting small steel wheel falls on the inner suspension track 21 to support the weight of the entire maglev vehicle. When the maglev vehicle is operating normally, the supporting small steel wheel is suspended above the inner suspension track 21 together with the maglev vehicle; the inner suspension of the lower flange special-shaped C track The width of the running track 2A is 2 to 6 times or more than 7 times that of the inner suspension track 21. It carries the large rubber wheel with the vehicle walking or guiding function and always carries the weight of the entire vehicle; between the inner sides of the left and right inner suspension running tracks 2A The distance is called the track opening spacing. The track opening spacing of the "lower flange special-shaped C track" is 1.1 to 10 times or greater than 11 times the existing "single suspension arm bogie" track opening spacing of 150 to 180mm; ultra-wide track The opening spacing creates necessary and sufficient conditions for the passage of four-cantilever bogie-suspended vehicles. The sway angle of the four-cantilever bogie-suspended vehicle is less than 1°, and the running speed is increased by 2 to 4 times. This fundamentally solves the problem of the 4° sway angle of the single-suspension arm bogie. ~15° technical difficulties.
实施例21: Example 21:
其他同实施例17,不同之处在于:Others are the same as Embodiment 17, except that:
所述下翼缘异型C轨道还包括下供电轨24、定位信号网4F、智能安全导向轮轨迹23;下供电轨24安装在下翼缘2的外侧或内侧,为车辆供电,其电源由设在动力电缆孔1A内的动力电缆供给;定位信号网4F安装在下翼缘2内侧面上或其它合适的位置,与车辆上的位置信号测速器相对应;一对镜像对称的智能安全导向轮轨迹23设置在左右下翼缘2的内侧面上,所述智能安全导向轮轨迹23对应的安全导向轮,由智能安全导向系统控制安全导向轮与轨迹之间的距离保持0~30mm或更宽的距离,实施精准辅助安全稳定和导向控制。如图5所示。The lower flange special-shaped C track also includes a lower power supply rail 24, a positioning signal network 4F, and an intelligent safety guide wheel track 23; the lower power supply rail 24 is installed on the outside or inside of the lower flange 2 to provide power for the vehicle, and its power supply is provided by The power cable is supplied in the power cable hole 1A; the positioning signal network 4F is installed on the inner surface of the lower flange 2 or other suitable positions, corresponding to the position signal speedometer on the vehicle; a pair of mirror-symmetrical intelligent safety guide wheel tracks 23 Set on the inner side of the left and right lower flange 2, the safety guide wheel corresponding to the intelligent safety guide wheel track 23 is controlled by the intelligent safety guide system to maintain a distance between the safety guide wheel and the track of 0 to 30 mm or wider. , implement precise assisted safety, stability and guidance control. As shown in Figure 5.
实施例22:Example 22:
其他同实施例11,不同之处在于:Others are the same as Embodiment 11, except that:
所述下翼缘异型轨道20是“双悬挂轨道”,双悬挂轨道包括H结构基梁1、内悬挂轨道21、外悬挂轨道22、智能安全导向轮轨迹23;以H结构基梁1为基础,左右下翼缘2的底端两侧均设置有一条内悬挂轨道21和一条外悬挂轨道22,沿着H结构基梁1纵向连续延伸,内悬挂轨道21和外悬挂轨道22在同一平面上镜像对称设置,内悬挂轨道21和外悬挂轨道22的底面与下翼缘2的底面为同一平面;一对镜像对称的智能安全导向轮轨迹23分别设置在左右下翼缘2内侧或外侧;悬挂车的驱动轮在内悬挂轨道21的上表面运行,悬挂车的支撑轮在外悬挂轨道22的上表面运行。The lower flange special-shaped track 20 is a "double suspension track". The double suspension track includes an H structure base beam 1, an inner suspension track 21, an outer suspension track 22, and an intelligent safety guide wheel track 23; based on the H structure base beam 1 , an inner suspension track 21 and an outer suspension track 22 are provided on both sides of the bottom of the left and right lower flange 2, extending longitudinally along the H structural base beam 1, and the inner suspension track 21 and the outer suspension track 22 are on the same plane. Mirror-symmetrically arranged, the bottom surfaces of the inner suspension track 21 and the outer suspension track 22 are on the same plane as the bottom surface of the lower flange 2; a pair of mirror-symmetrical intelligent safety guide wheel tracks 23 are respectively arranged on the inside or outside of the left and right lower flange 2; suspension The driving wheels of the vehicle run on the upper surface of the inner suspension track 21, and the support wheels of the suspension vehicle run on the upper surface of the outer suspension track 22.
实施例23:Example 23:
其他同实施例19,不同之处在于:Others are the same as Embodiment 19, except that:
所述“双悬挂轨道”还包括下供电轨24、定位信号网4F、智能安全导向轮轨迹23,下供电轨24安装在左右两个下翼缘2外侧或内侧,为在“双悬挂轨道”上运行的悬挂车辆供电,其电源由设在动力电缆孔1A内的动力电缆供给。位置信号网4F安装在下翼缘2内侧或其它适宜位置,与车上的位置信号测速器位置相对应;一对镜像对称的智能安全导向轮轨迹23设置在左右下翼缘2内侧或外面上。如图2左下图所示。The "double suspension track" also includes a lower power supply rail 24, a positioning signal network 4F, and an intelligent safety guide wheel track 23. The lower power supply rail 24 is installed on the outside or inside of the two left and right lower flanges 2. It is in the "double suspension track" The suspension vehicle running on the vehicle is powered by a power cable located in the power cable hole 1A. The position signal network 4F is installed on the inside of the lower flange 2 or other suitable position, corresponding to the position of the position signal speedometer on the vehicle; a pair of mirror-symmetrical intelligent safety guide wheel tracks 23 are arranged on the inside or outside of the left and right lower flange 2. As shown in the lower left picture of Figure 2.
实施例24:Example 24:
其他同实施例11,不同之处在于:Others are the same as Embodiment 11, except that:
所述下翼缘异型轨道20是“双T型钢轨道”,双T型钢轨道包括H结构基梁1、T型钢轨道7、智能安全导向轮轨迹23;以H结构基梁1为基础,沿H结构基梁1纵向左右下翼缘2的内侧面和外侧面均安装有一镜像对称的T型钢轨道7,称为双T型钢轨道;所述T型钢轨道7包括T型腹板70、轨道面翼板71、安装翼板72,T型钢轨道7是“倒T型”结构,倒T型竖直板叫T型腹板70,T型腹板70垂直安装在倒T型底面板中心线上,T型腹 板70一边的底面板叫轨道面翼板71、另一边的底面板叫安装翼板72。所述T型钢轨道7可以是钢坯热轧成型、或钢板焊接成型;内外各一条T型钢轨道7,其T型腹板70分别安装在下翼缘2内外两侧面上,安装翼板72安装在下翼缘2的底面上;T型钢轨道7还包括加强筋板73,加强筋板73安装在轨道面翼板71和安装翼板72的底面上;智能安全导向轮轨迹23设置在内侧T型腹板70上或下翼缘2内侧或外侧面上。如图6a所示。The lower flange special-shaped track 20 is a "double T-shaped steel track". The double T-shaped steel track includes an H structural base beam 1, a T-shaped steel track 7, and an intelligent safety guide wheel track 23; based on the H structural base beam 1, along the H The inner and outer sides of the longitudinal left and right lower flanges 2 of the structural base beam 1 are equipped with a mirror-symmetrical T-shaped steel track 7, called a double T-shaped steel track; the T-shaped steel track 7 includes a T-shaped web 70, a track surface wing Plate 71, install wing plate 72, T-shaped steel track 7 is an "inverted T-shaped" structure, the inverted T-shaped vertical plate is called T-shaped web 70, and the T-shaped web 70 is installed vertically on the center line of the inverted T-shaped bottom panel. T-shaped abdomen The bottom panel on one side of the board 70 is called the track surface wing 71, and the bottom panel on the other side is called the installation wing 72. The T-shaped steel track 7 can be formed by hot rolling of steel billet or welded steel plate; there is one T-shaped steel track 7 inside and outside, and its T-shaped web 70 is installed on the inner and outer sides of the lower flange 2 respectively, and the mounting wing 72 is installed on the lower wing. The bottom surface of the edge 2; the T-shaped steel track 7 also includes a reinforcing rib plate 73, which is installed on the bottom surface of the track surface wing plate 71 and the mounting wing plate 72; the intelligent safety guide wheel track 23 is arranged on the inner T-shaped web 70 on the inner or outer surface of the upper or lower flange 2. As shown in Figure 6a.
实施例25:Example 25:
其他同实施例21,不同之处在于:Others are the same as Embodiment 21, except that:
所述T型钢轨道7可以用复合纤维材料制造(包括碳纤维、或聚酰胺纤维、或玻璃纤维等)的T型轨道所替代,可以大幅度减少轨道梁的重量。The T-shaped steel track 7 can be replaced by a T-shaped track made of composite fiber materials (including carbon fiber, polyamide fiber, or glass fiber, etc.), which can greatly reduce the weight of the track beam.
实施例26:Example 26:
其他同实施例11,不同之处在于:Others are the same as Embodiment 11, except that:
所述下翼缘异型轨道20是“单T型钢轨道”,所述双T型钢轨道可由外侧单T型钢轨道或内侧单T型钢轨道替代。所述外侧单T型钢轨道即左右下翼缘2外侧各安装有一条T型钢轨道7,所述内侧单T型钢轨道即左右下翼缘2内侧各安装有一条T型钢轨道7,其它结构与上述双T型钢轨道完全一致。The lower flange special-shaped track 20 is a "single T-shaped steel track", and the double T-shaped steel track can be replaced by an outer single T-shaped steel track or an inner single T-shaped steel track. The outer single T-shaped steel track, that is, a T-shaped steel track 7 is installed on the outside of the left and right lower flanges 2. The inner single T-shaped steel track, that is, a T-shaped steel track 7 is installed on the inside of the left and right lower flanges 2. The other structures are the same as above. The double T-shaped steel tracks are exactly the same.
实施例27:Example 27:
其他同实施例11,不同之处在于:Others are the same as Embodiment 11, except that:
所述下翼缘异型轨道20是“双型钢轨道”,包括H结构基梁1、型轨道5,以H结构基梁1为基础,其左右下翼缘2的底面各安装有一条型轨道5,所述型轨道5的型轨道面53向内镜像对称地设置,称为内向型双型钢轨道。所述型轨道5包括型轨安装翼51、型轨道腹板52、型轨道面53、L型加强筋54;型轨安装翼51水平放置,其下表面中心线下面垂直安装一条型轨道腹板52,型轨道腹板52的底边缘与水平向内的型轨道面53外边缘垂直相连;所述L型加强筋54是L型板,在型轨道5的外侧面,由型轨安装翼51外半边的底面、型轨道腹板52的外侧面、到型轨道面53的底面,垂直连接有一条L型加强筋54,L型加强筋54沿型轨道5纵向等间距设置,具体间距由本专业技术人员具体设计。优选的,所述型轨道5用钢板焊接或热轧制成,或用复合材料制造,以大幅度减少轨道梁的重量。如图5b所示。The lower flange special-shaped track 20 is a "double "Steel track", including H structural base beam 1, The track 5 is based on the base beam 1 of the H structure, and has one track installed on the bottom of its left and right lower flanges 2. type track 5, the type track 5 The track surface 53 is arranged inwardly mirror-symmetrically, which is called an inward-type double track surface. Profiled steel track. described Type Track 5 includes Profile rail mounting wing 51, Type track web 52, Type track surface 53, L-shaped reinforcement 54; The profile rail mounting wing 51 is placed horizontally, and one is installed vertically below the center line of its lower surface. Type rail web 52, The bottom edge of the profiled track web 52 is aligned with the horizontal inward The outer edges of the track surface 53 are vertically connected; the L-shaped reinforcing ribs 54 are L-shaped plates. The outer side of the type track 5 is composed of The bottom surface of the outer half of the profile rail mounting wing 51, The outer side of the track web 52, to The bottom surface of the track surface 53 is vertically connected with an L-shaped reinforcing rib 54. The L-shaped reinforcing rib 54 is connected along the The track 5 is arranged at equal intervals longitudinally, and the specific intervals are specifically designed by technicians in this field. Preferably, the The track 5 is made of welded or hot-rolled steel plates, or made of composite materials to significantly reduce the weight of the track beam. As shown in Figure 5b.
实施例28:Example 28:
其他同实施例24,不同之处在于:Others are the same as Embodiment 24, except that:
所述型轨道5还包括保护板27、智能安全导向轮轨迹23,保护板27垂直安装在型轨道面53的边缘上,与型轨道腹板52平行;智能安全导向轮轨迹23设置在型轨道腹板 52的内侧或外侧面上。described The track 5 also includes a protective plate 27 and an intelligent safety guide wheel track 23. The protective plate 27 is installed vertically on on the edge of the track surface 53, with The track web 52 is parallel; the intelligent safety guide wheel track 23 is set on Type track web 52 on the medial or lateral surface.
实施例29:Example 29:
其他同实施例24,不同之处在于:Others are the same as Embodiment 24, except that:
所述型轨道5的型轨道面53可以向外镜像对称地设置,称为外向型双型钢轨道。described type track 5 The track surface 53 can be arranged outward in mirror symmetry, which is called an outward-facing double track surface. Profiled steel track.
实施例30:Example 30:
其他同实施例11,不同之处在于:Others are the same as Embodiment 11, except that:
所述下翼缘异型轨道20是“双工字钢轨道”,包括H结构基梁1、工字钢轨道75,以H结构基梁1为基础,其左右下翼缘2的底面各安装有一条工字钢轨道75镜像对称地设置。所述工字钢轨道75包括工安装翼板76、工型腹板77、工轨道面翼板78;上下各一条工安装翼板76和工轨道面翼板78对齐平行水平放置,一条工型腹板77竖直放置、且与上下工安装翼板76和工轨道面翼板78的中心线对应垂直安装在一起组成工字钢轨道75,工安装翼板76安装在下翼缘2的底面。所述工字钢轨道75用钢板焊接或热轧制成,或用复合材料制造,以大幅度减少轨道梁的重量。如图6b所示。The lower flange special-shaped track 20 is a "double I-beam track", including an H-structure base beam 1 and an I-beam track 75. Based on the H-structure base beam 1, the bottom surfaces of the left and right lower flanges 2 are each equipped with An I-beam track 75 is arranged in mirror symmetry. The I-beam track 75 includes a work installation wing 76, an I-shaped web 77, and a work track surface flange 78; one top and bottom work installation flange 76 and work track surface flange 78 are aligned and placed parallel and horizontally, and one I-shaped The web 77 is placed vertically and installed vertically corresponding to the center line of the upper and lower work installation flanges 76 and the work rail surface flange 78 to form an I-beam track 75. The work installation flange 76 is installed on the bottom surface of the lower flange 2. The I-beam track 75 is made of welded or hot-rolled steel plates, or made of composite materials to significantly reduce the weight of the track beam. As shown in Figure 6b.
实施例31:Example 31:
其他同实施例27,不同之处在于:Others are the same as Embodiment 27, except that:
所述工字钢轨道75还包括加强筋板73,加强筋板73安装在工轨道面翼板78的底面上。The I-beam track 75 also includes a reinforcing rib plate 73, which is installed on the bottom surface of the I-beam rail surface wing plate 78.
实施例32:Example 32:
本实施例提供一种复合异型翼缘轨道系统。This embodiment provides a composite special-shaped flange track system.
所述复合异型翼缘轨道系统,包括H结构基梁1、下翼缘异型轨道20和/或上翼缘异型L轨道30,以H结构基梁1为基础,其上翼缘设置的上翼缘异型L轨道30与其下翼缘设置的下翼缘异型轨道20上下复合组成复合异型翼缘轨道系统;或上翼缘异型L轨道30或下翼缘异型轨道20单独应用。The composite special-shaped flange track system includes an H-structure base beam 1, a lower flange special-shaped track 20, and/or an upper flange special-shaped L track 30. It is based on the H-structure base beam 1 and has an upper wing provided on its upper flange. The special-shaped flange L track 30 and the lower flange special-shaped track 20 provided on the lower flange are combined up and down to form a composite special-shaped flange track system; or the upper flange special-shaped L track 30 or the lower flange special-shaped track 20 can be used alone.
所述复合异型翼缘轨道系统还包括安装横梁12、连接中梁13、墩柱15,在一水平面上左右各一支纵向平行布置的H结构基梁1、其前后两端内侧各设有一支矩形结构的安装横梁12,在两安装横梁12之间设有0~20个矩形空心结构的连接中梁13,把左右H结构基梁1连结成一榀轨道梁;多榀轨道梁的前后安装横梁12分别架设在连续安装在地面的墩柱上,墩柱每间隔5~120米一根安装在地面上连续延伸。The composite special-shaped flange track system also includes installation beams 12, connecting center beams 13, and piers 15. There are one H structural base beam 1 arranged longitudinally parallel to the left and right on a horizontal plane, and one H structural base beam 1 on the inside of the front and rear ends. The installation beams 12 of the rectangular structure are provided with 0 to 20 connecting middle beams 13 of rectangular hollow structures between the two installation beams 12, connecting the left and right H structural base beams 1 into one track beam; the front and rear installation beams of multiple track beams 12 are respectively erected on piers that are continuously installed on the ground. The piers are installed on the ground and extend continuously every 5 to 120 meters.
所述复合异型翼缘轨道系统还包括新能源系统,新能源系统设置在安装横梁12、连接中梁13的上表面和左右H结构基梁1的内侧面上,且与左右H结构基梁1之间留雨雪清除缝隙,所述新能源系统1H为轨道照明系统、通讯系统或动力系统提供辅助清洁能源,新能源系统1H表面的钢化高强、高透光率玻璃,同时用于乘客紧急撤离疏散通道;所述地面优 选道路两侧或道路中心的绿化带、或高速路中分带或两侧的边坡。如图1、图2所示。The composite special-shaped flange track system also includes a new energy system. The new energy system is installed on the upper surface of the mounting beam 12, the connecting center beam 13 and the inner side of the left and right H structural base beams 1, and is connected with the left and right H structural base beams 1. The gap between the rain and snow is cleared. The new energy system 1H provides auxiliary clean energy for the track lighting system, communication system or power system. The tempered high-strength and high transmittance glass on the surface of the new energy system 1H is also used for emergency evacuation of passengers. Evacuation routes; the ground is good Choose green belts on both sides of the road or in the center of the road, or in the middle of the highway or on the slopes on both sides. As shown in Figure 1 and Figure 2.
实施例33:Example 33:
其他同实施例29,不同之处在于:Others are the same as Embodiment 29, except that:
所述上翼缘异型L轨道30可作为独立轨道使用,所述H结构基梁1由U型基梁1G替代,所述U型基梁1G包括竖直翼缘梁、结构端梁10、结构中梁11,在一水平面上左右各一支纵向平行布置的竖直翼缘梁,在两竖直翼缘梁相对内侧面的底部两端各设一个结构端梁10,沿两竖直翼缘梁的内侧面底部、两个结构端梁10之间均匀分布设置有0~20个结构中梁11,把左右的竖直翼缘梁连接为U型基梁1G整体结构,其上部的翼缘称为上翼缘3。所述上翼缘异型L轨道30设置在U型基梁1G的上翼缘3上,上翼缘异型L轨道30结构与上述完全一致。如图7所示。The upper flange special-shaped L track 30 can be used as an independent track, and the H structural base beam 1 is replaced by a U-shaped base beam 1G. The U-shaped base beam 1G includes a vertical flange beam, a structural end beam 10, and a structural end beam 10. The center beam 11 has a vertical flange beam arranged longitudinally parallel to the left and right sides of a horizontal plane. A structural end beam 10 is provided at both ends of the bottom of the two vertical flange beams relative to the inner side, along the two vertical flanges. There are 0 to 20 structural middle beams 11 evenly distributed at the bottom of the inner side of the beam and between the two structural end beams 10. The left and right vertical flange beams are connected to form a U-shaped base beam 1G overall structure, and the upper flange Called upper flange 3. The upper flange special-shaped L track 30 is provided on the upper flange 3 of the U-shaped base beam 1G, and the structure of the upper flange special-shaped L track 30 is completely consistent with the above. As shown in Figure 7.
实施例34:Example 34:
其他同实施例30,不同之处在于:Others are the same as Embodiment 30, except that:
所述异型悬挂轨道20是下翼缘异型磁浮轨道,做为独立轨道使用,所述H结构基梁1由倒U型基梁替代,倒U型基梁翼缘是向下的,故称为下翼缘2,在倒U型基梁的下翼缘2设置有下翼缘异型磁浮轨道,下翼缘异型磁浮轨道的结构与上述完全一致。如图8所示。The special-shaped suspension track 20 is a special-shaped maglev track with a lower flange, which is used as an independent track. The H-structure base beam 1 is replaced by an inverted U-shaped base beam. The flange of the inverted U-shaped base beam is downward, so it is called the lower wing. Flange 2, a lower flange special-shaped maglev track is provided on the lower flange 2 of the inverted U-shaped base beam. The structure of the lower flange special-shaped maglev track is completely consistent with the above. As shown in Figure 8.
实施例35:Example 35:
本实施例提供副墩柱和支撑翼,This embodiment provides auxiliary piers and support wings,
所述墩柱15还包括副墩柱16和支撑翼17,副墩柱16安装在支撑翼17下方,与支撑翼17之间是水平方向可滑动联结;所述支撑翼17设置在H结构基梁1的可滑动端或/和固定端、对应结构端梁10的外侧,与左右结构端梁10、安装横梁12在同一条中心线上;所述副敦柱16在复合异型翼缘轨道梁的左右H结构基梁1外侧、与墩柱15设置在同一条中心线上,以墩柱15为中心左右对称各设一支;所述副墩柱16主要是设置在软路基地段,其它路基地段均可用以提高复合异型翼缘轨道系统的安全稳定性,本专业技术人员可根据需要设置副墩柱16。The piers 15 also include auxiliary piers 16 and support wings 17. The auxiliary piers 16 are installed below the support wings 17 and are slidably connected to the support wings 17 in the horizontal direction; the support wings 17 are arranged on the base of the H structure. The sliding end or/and the fixed end of the beam 1 corresponds to the outside of the structural end beam 10, and is on the same center line as the left and right structural end beams 10 and the installation beams 12; the auxiliary column 16 is on the composite special-shaped flange track beam. The outer sides of the left and right H structural base beams 1 are set on the same center line as the piers 15, with one left and right symmetrical about the pier 15 as the center; the auxiliary piers 16 are mainly set in the soft subgrade section, and other subgrades Any section can be used to improve the safety and stability of the composite special-shaped flange track system. Professional technicians can set auxiliary piers 16 as needed.
所述支撑翼17可与H结构基梁1一起采用钢筋混凝土浇铸成一个整体结构,或用钢板焊接而成,或用复合材料制成。 The support wings 17 can be cast into an integral structure with reinforced concrete together with the H structural base beam 1, or welded with steel plates, or made of composite materials.

Claims (24)

  1. 一种H结构基梁(1),其特征在于,包括竖直翼缘梁、结构端梁(10)、结构中梁(11),An H structural base beam (1), characterized by including a vertical flange beam, a structural end beam (10), and a structural center beam (11),
    竖直翼缘梁,在一水平面上左右平行布置,Vertical flange beams are arranged parallel to the left and right on a horizontal plane,
    结构端梁(10),设置在两竖直翼缘梁相对内侧面的两端,Structural end beams (10) are provided at both ends of the opposite inner sides of the two vertical flange beams,
    结构中梁(11),设置在两个结构端梁(10)之间,沿两竖直翼缘梁内侧面设置,把左右的竖直翼缘梁连接为一个整体结构,该整体结构的横截面形似H型。The structural middle beam (11) is arranged between the two structural end beams (10) and along the inner sides of the two vertical flange beams to connect the left and right vertical flange beams into an integral structure. The horizontal beams of the integral structure The cross-section is H-shaped.
  2. 如权利要求1所述的H结构基梁,其特征在于结构中梁(11)有0~20个。The base beam of H structure according to claim 1, characterized in that there are 0 to 20 middle beams (11) in the structure.
  3. 如权利要求1或2所述的H结构基梁(1),其特征在于,The H structural base beam (1) according to claim 1 or 2, characterized in that,
    结构端梁(10)和结构中梁(11)上表面和下表面分别在两个水平面上;所述竖直翼缘梁与结构端梁(10)和结构中梁(11)连接处以上的翼缘称为上翼缘(3)、连接处以下的翼缘称为下翼缘(2);The upper and lower surfaces of the structural end beam (10) and the structural middle beam (11) are respectively on two horizontal planes; the vertical flange beam is above the connection point with the structural end beam (10) and the structural middle beam (11). The flange is called the upper flange (3), and the flange below the connection is called the lower flange (2);
    所述竖直翼缘梁内部还设有动力电缆孔(1A)和通讯电缆孔(1B),所述结构端梁(10)和结构中梁(11)的横截面中部设有一个或多个减重孔(14),所述竖直翼缘梁是空心结构或实心结构、竖直翼缘梁及其与结构端梁(10)和结构中梁(11)的连接处是空心结构或根据结构强度需要采用部分实心结构。There are also power cable holes (1A) and communication cable holes (1B) inside the vertical flange beam, and one or more structural end beams (10) and structural middle beams (11) are provided with one or more in the middle of the cross section. Weight reduction hole (14), the vertical flange beam is a hollow structure or a solid structure, the vertical flange beam and its connection with the structural end beam (10) and the structural middle beam (11) are a hollow structure or according to Structural strength requires a partially solid construction.
  4. 一种上翼缘异型L轨道(30),其特征在于,包括H结构基梁(1)和L型轨道,L型轨道安装在H结构基梁(1)的上翼缘上;选自下述A或B的安装形式之一:An upper flange special-shaped L track (30), which is characterized in that it includes an H structural base beam (1) and an L-shaped track, and the L-shaped track is installed on the upper flange of the H structural base beam (1); selected from the bottom One of the above installation forms A or B:
    A、所述L型轨道包括L竖边护板(31)和L水平边轨道面(32),以H结构基梁(1)为基础,在其左右两个上翼缘(3)的上表面镜像对称地各安装有一条L型轨道,其L竖边护板(31)朝上、外侧面与上翼缘(3)的外侧面在同一竖直面上,其L水平边轨道面(32)向内水平安装在上翼缘(3)的上表面,A. The L-shaped track includes an L vertical edge guard (31) and an L horizontal edge track surface (32). It is based on the H structural base beam (1) and has two upper flanges (3) on its left and right. Each L-shaped track is installed mirror-symmetrically on the surface, with its L vertical side guard plate (31) facing upwards, its outer side and the outer side of the upper flange (3) on the same vertical plane, and its L horizontal side track surface ( 32) Install it horizontally inward on the upper surface of the upper flange (3),
    上翼缘异型L轨道(30)沿H结构基梁(1)纵向延伸;L水平边轨道面(32)向内侧超出上翼缘(3)宽度的部分称为L轨道面内展板(33);The upper flange special-shaped L track (30) extends longitudinally along the H structural base beam (1); the part of the L horizontal side track surface (32) inward beyond the width of the upper flange (3) is called the L track in-plane expansion panel (33) ;
    B、水平安装在上翼缘(3)上表面的L水平边轨道面(32)内外两边均伸展出上翼缘(3)的内外侧面,L竖边护板(31)在L水平边轨道面(32)的外侧垂直朝上、其外侧面与上翼缘(3)的外侧面竖直平行,上翼缘异型L轨道(30)沿H结构基梁(1)纵向延伸;L水平边轨道面(32)向内侧伸展出上翼缘(3)宽度的部分称为L轨道面内展板(33),L水平边轨道面(32)向外侧伸展出上翼缘(3)宽度的部分称为L轨道面外展板(37)。B. The L horizontal side track surface (32) installed horizontally on the upper surface of the upper flange (3) extends out of the inner and outer sides of the upper flange (3), and the L vertical side guard plate (31) is on the L horizontal side track The outer side of the surface (32) faces vertically upward, and its outer side is vertically parallel to the outer side of the upper flange (3). The upper flange special-shaped L track (30) extends longitudinally along the H structural base beam (1); the L horizontal side The part of the track surface (32) extending inward beyond the width of the upper flange (3) is called the L track surface inner expansion plate (33), and the part of the L horizontal edge track surface (32) extending outward beyond the width of the upper flange (3) It is called the L track outward expansion board (37).
  5. 如权利要求4所述的上翼缘异型L轨道(30),其特征在于,The upper flange special-shaped L track (30) according to claim 4, characterized in that:
    所述上翼缘异型L轨道(30)还包括上智能安全导向轮轨迹(35)、下智能安全导向轮 轨迹(36),The upper flange special-shaped L track (30) also includes an upper intelligent safety guide wheel track (35), a lower intelligent safety guide wheel track (35), and a lower intelligent safety guide wheel track (35). track(36),
    上智能安全导向轮轨迹(35)和下智能安全导向轮轨迹(36)分别设置在轨道系统的不同区域,上智能安全导向轮轨迹(35)位于左右L竖边护板(31)内侧面上,下智能安全导向轮轨迹(36)位于左右上翼缘(3)内侧面上;或者所述上智能安全导向轮轨迹(35)和下智能安全导向轮轨迹(36)设置在轨道系统的同一个区域,上智能安全导向轮轨迹(35)和下智能安全导向轮轨迹(36)全部设置在左右L竖边护板(31)的内侧面上,或全部设置在左右上翼缘(3)内侧面上。The upper intelligent safety guide wheel track (35) and the lower intelligent safety guide wheel track (36) are respectively arranged in different areas of the track system. The upper intelligent safety guide wheel track (35) is located on the inner surface of the left and right L vertical edge guard (31). , the lower intelligent safety guide wheel track (36) is located on the inner surface of the left and right upper flange (3); or the upper intelligent safety guide wheel track (35) and the lower intelligent safety guide wheel track (36) are set on the same side of the track system. In one area, the upper intelligent safety guide wheel track (35) and the lower intelligent safety guide wheel track (36) are all set on the inner side of the left and right L vertical edge guards (31), or all are set on the left and right upper flanges (3) on the medial surface.
  6. 如权利要求4或5所述的上翼缘异型L轨道(30),其特征在于,The upper flange special-shaped L track (30) according to claim 4 or 5, characterized in that:
    所述上翼缘异型L轨道(30)还包括上供电轨(34)、定位信号网(4F),上供电轨(34)安装在H结构基梁(1)的外侧或上翼缘(3)内侧;定位信号网(4F)安装在上翼缘(3)内侧面上或左右L竖边护板(31)的内侧面上,与车辆上的位置信号测速器位置相对应。The upper flange special-shaped L track (30) also includes an upper power supply rail (34) and a positioning signal network (4F). The upper power supply rail (34) is installed on the outside or upper flange (3) of the H structure base beam (1). ) inside; the positioning signal network (4F) is installed on the inner surface of the upper flange (3) or the inner surface of the left and right L vertical edge guards (31), corresponding to the position of the position signal speedometer on the vehicle.
  7. 如权利要求4-6任一项所述的上翼缘异型L轨道(30),其特征在于,The upper flange special-shaped L track (30) according to any one of claims 4 to 6, characterized in that,
    所述上翼缘异型L轨道(30)由钢筋混凝土浇铸成一个整体结构,或用钢材加工而成、或采用复合材料加工而成。The upper flange special-shaped L track (30) is made of reinforced concrete cast into an integral structure, or processed from steel, or processed from composite materials.
  8. 如权利要求7所述的上翼缘异型L轨道(30),其特征在于,所述上翼缘(3)、L竖边护板(31)、L水平边轨道面(32)在钢筋混凝土浇铸时采用纤维增强,包括碳纤维、聚酰胺纤维、玻璃纤维等加入混凝土中浇铸而成。The upper flange special-shaped L track (30) according to claim 7, characterized in that the upper flange (3), L vertical edge guard plate (31), L horizontal edge track surface (32) are in reinforced concrete Fiber reinforcement is used when casting, including carbon fiber, polyamide fiber, glass fiber, etc., which are added to the concrete and cast.
  9. 如权利要求4-8任一项所述的上翼缘异型L轨道(30),其特征在于,The upper flange special-shaped L track (30) according to any one of claims 4 to 8, characterized in that:
    所述L竖边护板(31)和L轨道面内展板(33)分别由L竖边钢护板(3A)和角钢外展轨道面(3B)替代;The L vertical edge guard plate (31) and the L track in-plane expansion plate (33) are respectively replaced by the L vertical edge steel guard plate (3A) and the angle steel expanded track surface (3B);
    左右各一条L竖边钢护板(3A)分别安装在左右上翼缘(3)的外侧面上连续布置,所述L竖边钢护板(3A)还包括加强横筋(38)、槽型竖筋(39),槽型竖筋(39)竖直方向连接在L竖边钢护板(3A)外侧面上,槽型竖筋(39)沿L竖边钢护板(3A)纵向等间距设置,每两个槽型竖筋(39)之间横向安装有0~4条加强横筋(38);One L vertical edge steel guard plate (3A) on the left and right is respectively installed on the outer surface of the left and right upper flanges (3) and arranged continuously. The L vertical edge steel guard plate (3A) also includes reinforcing transverse ribs (38) and grooves. Vertical bars (39), the grooved vertical bars (39) are vertically connected to the outer surface of the L vertical edge steel guard plate (3A), and the grooved vertical bars (39) are longitudinally connected along the L vertical edge steel guard plate (3A). The spacing is set, and 0 to 4 reinforcing horizontal bars (38) are installed transversely between every two groove-shaped vertical bars (39);
    左右各一条角钢外展轨道面(3B),其角钢安装边分别安装在左右上翼缘(3)的内侧面上,其角钢轨道面边向内镜像对称设置、其上表面与L水平边轨道面(32)为同一个平面There is an angle steel track surface (3B) on the left and right, and its angle steel mounting edges are respectively installed on the inner surfaces of the left and right upper flanges (3). The angle steel track surface edges are arranged in mirror symmetry inward, and its upper surface is aligned with the L horizontal side track. Surface (32) is the same plane
  10. 如权利要求9所述的上翼缘异型L轨道(30),其特征在于,;所述L竖边钢护板(3A)、角钢外展轨道面(3B)由复合纤维材料替代;所述复合纤维材料包含碳纤维、或聚酰胺纤维、或玻璃纤维。The upper flange special-shaped L track (30) according to claim 9, characterized in that: the L vertical edge steel guard plate (3A) and the angle steel splayed track surface (3B) are replaced by composite fiber materials; Composite fiber materials include carbon fiber, polyamide fiber, or glass fiber.
  11. 如权利要求9所述的上翼缘异型L轨道(30),其特征在于,角钢外展轨道面(3B)还包括三角筋板(3C),角钢轨道面边与角钢安装边由三角筋板(3C)垂直连接支撑;所述 三角筋板(3C)沿角钢外展轨道面(3B)间隔分布。The upper flange special-shaped L track (30) according to claim 9, characterized in that the angle steel track surface (3B) also includes a triangular rib plate (3C), and the angle steel track surface edge and the angle steel installation edge are formed by the triangular rib plate. (3C) Vertical connection support; described Triangular rib plates (3C) are distributed at intervals along the angle steel expanded track surface (3B).
  12. 如权利要求9所述的上翼缘异型L轨道(30),其特征在于,所述L竖边护板(31)和L轨道面外展板(37)由异型竖边钢护板(3E)替代;所述异型竖边钢护板(3E)包括竖直钢护板、外展轨道面板、异型竖边安装板(3F),竖直钢护板的底边与水平的外展轨道面板的外边垂直连接,外展轨道面板的内边与异型竖边安装板(3F)的上边垂直连接组成型结构;左右各一条异型竖边钢护板(3E)的异型竖边安装板(3F)分别镜像对称地安装在左右上翼缘(3)的外侧面上连续布置,其外展轨道面板的上表面与L水平边轨道面(32)在同一平面上。The upper flange special-shaped L track (30) according to claim 9, characterized in that the L vertical edge guard plate (31) and the L track surface outward expansion plate (37) are made of special-shaped vertical edge steel guard plates (3E) Replacement; The special-shaped vertical edge steel guard plate (3E) includes a vertical steel guard plate, an abducted track panel, and a special-shaped vertical edge installation plate (3F). The bottom edge of the vertical steel guard plate is connected to the horizontal abducted track panel. The outer edge is vertically connected, and the inner edge of the abducted track panel is vertically connected to the upper edge of the special-shaped vertical edge mounting plate (3F). Type structure; one left and right special-shaped vertical edge steel guard plate (3E) and special-shaped vertical edge mounting plates (3F) are installed in mirror symmetry on the outer surfaces of the left and right upper flanges (3) respectively, and are continuously arranged on the outside of the left and right upper flanges (3). The upper surface is on the same plane as the L horizontal side track surface (32).
  13. 如权利要求12所述的上翼缘异型L轨道(30),其特征在于,所述异型竖边钢护板(3E)还包括异型竖筋板(3D),异型竖筋板(3D)与异型竖边钢护板(3E)形状结构完全一致,沿竖直方向垂直安装在异型竖边钢护板(3E)的外侧面上,沿异型竖边钢护板(3E)纵向等间距设置,每两个异型竖筋板(3D)之间横向安装有0~4条加强横筋(38)。The upper flange special-shaped L track (30) according to claim 12, characterized in that the special-shaped vertical edge steel guard plate (3E) also includes a special-shaped vertical rib plate (3D), and the special-shaped vertical rib plate (3D) and The shape and structure of the special-shaped vertical edge steel guard plate (3E) are exactly the same. They are vertically installed on the outer surface of the special-shaped vertical edge steel guard plate (3E) along the vertical direction. They are arranged at equal intervals longitudinally along the special-shaped vertical edge steel guard plate (3E). Between each two special-shaped vertical rib panels (3D), 0 to 4 reinforcing transverse ribs (38) are installed transversely.
  14. 一种下翼缘异型轨道(20),其特征在于:A lower flange special-shaped track (20), which is characterized by:
    所述下翼缘异型轨道(20)为下翼缘异型磁浮轨道、下翼缘异型C轨道、双悬挂轨道、双T型钢轨道、单T型钢轨道、双型钢轨道、双工字钢轨道中的一种;The lower flange special-shaped track (20) is a lower flange special-shaped maglev track, a lower flange special-shaped C track, a double suspension track, a double T-shaped steel track, a single T-shaped steel track, a double One of section steel track and double I-beam track;
    下翼缘异型轨道(20)以H结构基梁(1)为基础,下翼缘异型轨道(20)安装在H结构基梁(1)的下翼缘上。The lower flange special-shaped track (20) is based on the H structural base beam (1), and the lower flange special-shaped track (20) is installed on the lower flange of the H structural base beam (1).
  15. 如权利要求14所述的下翼缘异型轨道(20),其特征在于:The lower flange special-shaped track (20) as claimed in claim 14, characterized by:
    所述下翼缘异型磁浮轨道包括H结构基梁(1)、悬挂轨道,以H结构基梁(1)为基础,其左右下翼缘(2)底端外侧或内侧分别设置有一条悬挂轨道,沿着H结构基梁(1)纵向连续延伸,左右悬挂轨道镜像对称设置,其底面与下翼缘(2)的底面为同一平面;所述悬挂轨道包括外悬挂轨道(22)、内悬挂轨道(21);The lower flange special-shaped magnetic levitation track includes an H structural base beam (1) and a suspension track. Based on the H structural base beam (1), a suspension track is provided on the outside or inside of the bottom end of the left and right lower flanges (2) respectively. , extending longitudinally along the base beam of the H structure (1), the left and right suspension rails are arranged in mirror symmetry, and the bottom surface thereof is the same plane as the bottom surface of the lower flange (2); the suspension rails include an outer suspension rail (22), an inner suspension rail track(21);
    所述下翼缘异型C轨道包括H结构基梁(1)、内悬挂运行轨道(2A);以H结构基梁(1)为基础,其左右下翼缘(2)底端内侧分别垂直安装有内悬挂运行轨道(2A),内悬挂运行轨道(2A)水平方向朝内镜像对称设置,内悬挂运行轨道(2A)的底面与下翼缘(2)底面为同一平面;The lower flange special-shaped C track includes an H structural base beam (1) and an internal suspension running track (2A); based on the H structural base beam (1), its left and right lower flanges (2) are installed vertically on the inside of the bottom respectively. There is an inner suspension running rail (2A), which is arranged mirror-symmetrically inward in the horizontal direction, and the bottom surface of the inner suspension running rail (2A) and the bottom surface of the lower flange (2) are on the same plane;
    所述双悬挂轨道包括H结构基梁(1)、内悬挂轨道(21)、外悬挂轨道(22)、智能安全导向轮轨迹(23);以H结构基梁(1)为基础,左右下翼缘(2)的底端两侧均设置有一条内悬挂轨道(21)和一条外悬挂轨道(22),沿着H结构基梁(1)纵向连续延伸,内悬挂轨道(21)和外悬挂轨道(22)在同一平面上镜像对称设置,内悬挂轨道(21)和外悬挂轨道(22)的底面与下翼缘(2)的底面为同一平面;一对镜像对称的智能安全导向轮轨迹 (23)分别设置在左右下翼缘(2)内侧;悬挂车的驱动轮在内悬挂轨道(21)的上表面运行,悬挂车的支撑轮在外悬挂轨道(22)的上表面运行;The double suspension track includes an H structure base beam (1), an inner suspension track (21), an outer suspension track (22), and an intelligent safety guide wheel track (23); based on the H structure base beam (1), the left and right lower An inner suspension track (21) and an outer suspension track (22) are provided on both sides of the bottom end of the flange (2), extending longitudinally along the H structural base beam (1). The inner suspension track (21) and the outer suspension track (22) The suspension track (22) is arranged in mirror symmetry on the same plane, and the bottom surface of the inner suspension track (21) and the outer suspension track (22) is in the same plane as the bottom surface of the lower flange (2); a pair of mirror symmetrical intelligent safety guide wheels trajectory (23) are respectively arranged on the inside of the left and right lower flanges (2); the driving wheels of the suspension car run on the upper surface of the inner suspension track (21), and the support wheels of the suspension car run on the upper surface of the outer suspension track (22);
    所述双T型钢轨道包括H结构基梁(1)、T型钢轨道(7)、智能安全导向轮轨迹(23);以H结构基梁(1)为基础,沿H结构基梁(1)纵向左右下翼缘(2)的内侧面和外侧面均安装有一镜像对称的T型钢轨道(7),称为双T型钢轨道;所述T型钢轨道(7)包括T型腹板(70)、轨道面翼板(71)、安装翼板(72),T型腹板(70)垂直安装在倒T型底面板中心线上,T型腹板(70)一边的底面板叫轨道面翼板(71)、另一边的底面板叫安装翼板(72);内外各一条T型钢轨道(7),其T型腹板(70)分别安装在下翼缘(2)内外两侧面上,安装翼板(72)安装在下翼缘(2)的底面上;The double T-shaped steel track includes an H-structure base beam (1), a T-shaped steel track (7), and an intelligent safety guide wheel track (23); based on the H-structure base beam (1), along the H-structure base beam (1) A mirror-symmetrical T-shaped steel track (7) is installed on the inner and outer surfaces of the longitudinal left and right lower flanges (2), which is called a double T-shaped steel track; the T-shaped steel track (7) includes a T-shaped web (70) , track surface wing (71), installation wing (72), T-shaped web (70) is installed vertically on the center line of the inverted T-shaped bottom panel, and the bottom panel on one side of the T-shaped web (70) is called the track surface wing plate (71) and the bottom panel on the other side are called installation wing panels (72); there is a T-shaped steel track (7) inside and outside, and its T-shaped web (70) is installed on the inner and outer sides of the lower flange (2) respectively. The wing plate (72) is installed on the bottom surface of the lower flange (2);
    所述单T型钢轨道,为所述双T型钢轨道由外侧单T型钢轨道或内侧单T型钢轨道替代;所述外侧单T型钢轨道即左右下翼缘(2)外侧各安装有一条T型钢轨道(7),所述内侧单T型钢轨道即左右下翼缘(2)内侧各安装有一条T型钢轨道(7);The single T-shaped steel track means that the double T-shaped steel track is replaced by an outer single T-shaped steel track or an inner single T-shaped steel track; the outer single T-shaped steel track is a T-shaped steel track installed on the outside of the left and right lower flanges (2). Track (7), the inner single T-shaped steel track, that is, a T-shaped steel track (7) is installed on the inside of the left and right lower flanges (2);
    所述双型钢轨道,包括H结构基梁(1)、型轨道(5),以H结构基梁(1)为基础,其左右下翼缘(2)的底面各安装有一条型轨道(5),所述型轨道(5)包括型轨安装翼(51)、型轨道腹板(52)、型轨道面(53)、L型加强筋(54);所述型轨道(5)的型轨道面(53)向内或向外镜像对称地设置;型轨安装翼(51)水平放置,其下表面中心线垂直安装一条型轨道腹板(52),型轨道腹板(52)的底边缘与水平向内的型轨道面(53)外边缘垂直相连;所述L型加强筋(54)是L型板,在型轨道(5)的外侧面,由型轨安装翼(51)外半边的底面、型轨道腹板(52)的外侧面、到型轨道面(53)的底面,垂直连接有一条L型加强筋(54),L型加强筋(54)沿型轨道(5)纵向等间距设置;The pair Sectioned steel track, including H structural base beam (1), The track (5) is based on the base beam (1) of the H structure, and has one track installed on the bottom surface of its left and right lower flanges (2). type track (5), the type track (5) includes Profile rail mounting wing (51), Type track web (52), Type track surface (53), L-shaped reinforcement (54); described type track(5) The profile track surface (53) is arranged mirror-symmetrically inward or outward; The profile rail mounting wing (51) is placed horizontally, and a center line of its lower surface is installed vertically. Type rail web(52), The bottom edge of the profiled track web (52) is in contact with the horizontal inward The outer edges of the track surface (53) are vertically connected; the L-shaped reinforcing ribs (54) are L-shaped plates. The outer side of the type track (5) is composed of The bottom surface of the outer half of the profile rail mounting wing (51), from the outer side of the rail web (52) to The bottom surface of the track surface (53) is vertically connected with an L-shaped reinforcing rib (54). The L-shaped reinforcing rib (54) Type rails (5) are arranged at equal intervals longitudinally;
    所述双工字钢轨道,包括H结构基梁(1)、工字钢轨道(75),以H结构基梁(1)为基础,其左右下翼缘(2)的底面各安装有一条工字钢轨道(75)镜像对称地设置;所述工字钢轨道(75)包括工安装翼板(76)、工型腹板(77)、工轨道面翼板(78);上下各一条工安装翼板(76)和工轨道面翼板(78)对齐平行水平放置,一条工型腹板(77)竖直放置、且与上下工安装翼板(76)和工轨道面翼板(78)的中心线对应垂直安装在一起组成工字钢轨道(75),工安装翼板(76)安装在下翼缘(2)的底面。The double I-beam track includes an H-structure base beam (1) and an I-beam track (75). It is based on the H-structure base beam (1), and one of its left and right lower flanges (2) is each installed on the bottom surface. The I-beam track (75) is arranged in mirror symmetry; the I-beam track (75) includes an I-shaped installation wing (76), an I-shaped web (77), and an I-shaped track surface wing (78); one upper and lower one each. The work installation wing plate (76) and the work track surface wing plate (78) are aligned and placed parallel and horizontally. An I-shaped web (77) is placed vertically and aligned with the upper and lower work installation wing boards (76) and the work track surface wing plate (77). The center lines of 78) are installed vertically together to form an I-beam track (75), and the I-beam flange (76) is installed on the bottom surface of the lower flange (2).
  16. 如权利要求15所述的下翼缘异型轨道(20),其特征在于:The lower flange special-shaped track (20) as claimed in claim 15, characterized by:
    所述下翼缘异型磁浮轨道选自下列A、B、C之一:The lower flange special-shaped maglev track is selected from one of the following A, B, and C:
    A)所述下翼缘异型磁浮轨道为外悬挂式磁浮轨道,包括H结构基梁(1)、外悬挂轨道(22),以H结构基梁(1)为基础,其左右下翼缘(2)底端外侧分别设置有一条外悬挂轨道(22),沿着H结构基梁(1)纵向连续延伸,左右外悬挂轨道(22)镜像对称设置, 其底面与下翼缘(2)的底面为同一平面;A) The lower flange special-shaped maglev track is an external suspension maglev track, including an H structural base beam (1) and an external suspension track (22). Based on the H structural base beam (1), its left and right lower flanges ( 2) An external suspension track (22) is provided on the outside of the bottom end, extending longitudinally along the base beam of the H structure (1). The left and right external suspension tracks (22) are arranged in mirror symmetry. Its bottom surface is on the same plane as the bottom surface of the lower flange (2);
    B)所述下翼缘异型磁浮轨道为内悬挂式磁浮轨道,所述下翼缘异型磁浮轨道的外悬挂轨道(22)由内悬挂轨道(21)替代,以H结构基梁(1)为基础,其左右下翼缘(2)底端内侧分别设置有一条内悬挂轨道(21),沿着H结构基梁(1)纵向连续延伸,左右内悬挂轨道(21)在同一水平面上镜像对称设置,其底面与下翼缘(2)的底面为同一平面;一对镜像对称的智能安全导向轮轨迹(23)设置在左右下翼缘(2)的内侧面上;B) The lower flange special-shaped maglev track is an internally suspended maglev track. The outer suspension track (22) of the lower flange special-shaped maglev track is replaced by an inner suspension track (21), with the H structural base beam (1) as the foundation, its left and right lower flanges (2) are respectively provided with an inner suspension track (21) on the inside of the bottom end, extending longitudinally and continuously along the H structural base beam (1), and the left and right inner suspension tracks (21) are mirror symmetrical on the same horizontal plane It is set so that its bottom surface is on the same plane as the bottom surface of the lower flange (2); a pair of mirror-symmetrical intelligent safety guide wheel tracks (23) are set on the inner surfaces of the left and right lower flanges (2);
    C)下翼缘异型磁浮轨道为L钢轨道(29);所述下翼缘异型磁浮轨道的外悬挂轨道(22)、内悬挂轨道(21)均可用L钢轨道(29)替代,L钢轨道(29)安装在左右下翼缘(2)底端内侧或外侧;所述L钢轨道(29)包括竖直安装板(25)、平轨道板(26)、保护板(27),竖直安装板(25)与平轨道板(26)垂直连接成L型,保护板(27)垂直安装在平轨道板(26)的外边缘、与竖直安装板(25)平行;C) The lower flange special-shaped maglev track is an L steel track (29); the outer suspension track (22) and the inner suspension track (21) of the lower flange special-shaped maglev track can be replaced by L steel track (29). The track (29) is installed on the inside or outside of the bottom of the left and right lower flange (2); the L steel track (29) includes a vertical installation plate (25), a flat track plate (26), and a protection plate (27). The straight mounting plate (25) is vertically connected to the flat track plate (26) to form an L shape, and the protective plate (27) is vertically installed on the outer edge of the flat track plate (26) and is parallel to the vertical mounting plate (25);
    所述下翼缘异型C轨道还包括下供电轨(24)、定位信号网(4F)、智能安全导向轮轨迹(23);下供电轨(24)安装在下翼缘(2)的外侧或内侧;定位信号网(4F)安装在下翼缘(2)内侧面上,与车辆上的位置信号测速器相对应;一对镜像对称的智能安全导向轮轨迹(23)设置在左右下翼缘(2)的内侧面上;The lower flange special-shaped C track also includes a lower power supply rail (24), a positioning signal network (4F), and an intelligent safety guide wheel track (23); the lower power supply rail (24) is installed on the outside or inside of the lower flange (2) ; The positioning signal network (4F) is installed on the inner side of the lower flange (2), corresponding to the position signal speedometer on the vehicle; a pair of mirror-symmetrical intelligent safety guide wheel tracks (23) are installed on the left and right lower flanges (2) ) on the inner surface;
    所述双悬挂轨道还包括下供电轨(24)、定位信号网(4F)、智能安全导向轮轨迹(23),下供电轨(24)安装在左右两个下翼缘(2)外侧或内侧,位置信号网(4F)安装在下翼缘(2)内侧或其它适宜位置,与车上的位置信号测速器位置相对应;一对镜像对称的智能安全导向轮轨迹(23)设置在左右下翼缘(2)内侧面上;The double suspension track also includes a lower power supply rail (24), a positioning signal network (4F), and an intelligent safety guide wheel track (23). The lower power supply rail (24) is installed on the outside or inside of the two left and right lower flanges (2). , the position signal network (4F) is installed on the inside of the lower flange (2) or other suitable position, corresponding to the position of the position signal speedometer on the vehicle; a pair of mirror-symmetrical intelligent safety guide wheel tracks (23) are installed on the left and right lower wings On the inner surface of edge (2);
    所述T型钢轨道(7)还包括加强筋板(73),加强筋板(73)安装在轨道面翼板(71)和安装翼板(72)的底面上;智能安全导向轮轨迹(23)设置在内侧T型腹板(70)上或下翼缘(2)内侧面上。The T-shaped steel track (7) also includes a reinforcing rib plate (73), which is installed on the bottom surface of the track surface wing plate (71) and the installation wing plate (72); the intelligent safety guide wheel track (23 ) is arranged on the inner surface of the upper or lower flange (2) of the inner T-shaped web (70).
  17. 如权利要求16所述的下翼缘异型轨道(20),其特征在于:所述T型钢轨道(7)用复合纤维材料制造的T型轨道所替代。The lower flange special-shaped track (20) according to claim 16, characterized in that the T-shaped steel track (7) is replaced by a T-shaped track made of composite fiber material.
  18. 如权利要求16所述的下翼缘异型轨道(20),其特征在于:所述型轨道(5)还包括保护板(27)、智能安全导向轮轨迹(23),保护板(27)垂直安装在型轨道面(53)的边缘上,与型轨道腹板(52)平行;智能安全导向轮轨迹(23)设置在型轨道腹板(52)的内侧面上;The lower flange special-shaped track (20) according to claim 16, characterized in that: The track (5) also includes a protective plate (27) and an intelligent safety guide wheel track (23). The protective plate (27) is installed vertically on On the edge of the track surface (53), with The track web (52) is parallel; the intelligent safety guide wheel track (23) is set on The inner surface of the rail web (52);
    所述工字钢轨道(75)还包括加强筋板(73),加强筋板(73)安装在工轨道面翼板(78)的底面上;所述工字钢轨道(75)用钢板焊接或热轧制成,或用复合材料制造。The I-beam track (75) also includes reinforcing ribs (73), which are installed on the bottom surface of the I-beam rail surface wing plate (78); the I-beam track (75) is welded with steel plates. Either hot rolled or made of composite materials.
  19. 如权利要求15-18任一项所述的下翼缘异型轨道(20),其特征在于: The lower flange special-shaped track (20) according to any one of claims 15-18, characterized by:
    所述下翼缘异型磁浮轨道还包括U型钢轨道(6)、直线电机次级、制动轨道,所述U型钢轨道(6)的底面与U型轨安装板(61)是一个整体结构,U型钢轨道(6)通过U型轨安装板(61)安装在左右下翼缘(2)的底面,U型钢轨道(6)的左右两支腿称为磁极腿;1~4条直线电机次级(65)安装在结构端梁(10)和结构中梁(11)的底面;The lower flange special-shaped maglev track also includes a U-shaped steel track (6), a linear motor secondary, and a braking track. The bottom surface of the U-shaped steel track (6) and the U-shaped rail mounting plate (61) are an integral structure. The U-shaped steel track (6) is installed on the bottom surface of the left and right lower flanges (2) through the U-shaped rail mounting plate (61). The left and right legs of the U-shaped steel track (6) are called magnetic pole legs; 1 to 4 linear motors The stage (65) is installed on the bottom surface of the structural end beam (10) and the structural middle beam (11);
    所述制动轨道,为U型钢轨道(6)的左或右磁极腿,或者所述制动轨道单独设置为T型制动轨道(60),所述T型制动轨道(60)包括制动板(64)和制动轨道安装板(63),制动板(64)垂直安装在制动轨道安装板(63)的中心成为T型结构,制动轨道安装板(63)安装在外悬挂轨道(22)的底部。The braking track is the left or right magnetic pole leg of the U-shaped steel track (6), or the braking track is independently configured as a T-shaped braking track (60), and the T-shaped braking track (60) includes a brake track. The moving plate (64) and the brake track installation plate (63) are installed vertically in the center of the brake track installation plate (63) to form a T-shaped structure, and the brake track installation plate (63) is installed and suspended outside. Bottom of track (22).
  20. 如权利要求15-19所述的下翼缘异型轨道(20),其特征在于:The lower flange special-shaped track (20) according to claims 15-19, characterized by:
    所述下翼缘异型磁浮轨道还包括下供电轨(24)、定位信号网(4F)、智能安全导向轮轨迹(23),The lower flange special-shaped maglev track also includes a lower power supply rail (24), a positioning signal network (4F), and an intelligent safety guide wheel track (23).
    下供电轨(24)安装在下翼缘(2)的外侧或内侧,为在下翼缘异型磁浮轨道上运行的磁浮车辆供电,其电源由设在动力电缆孔(1A)内的动力电缆供给;The lower power supply rail (24) is installed on the outside or inside of the lower flange (2) to provide power for maglev vehicles running on the lower flange special-shaped maglev track. Its power supply is supplied by the power cable located in the power cable hole (1A);
    定位信号网(4F)安装在下翼缘(2)内侧面上,与车辆上的位置信号测速器相对应;The positioning signal network (4F) is installed on the inner side of the lower flange (2), corresponding to the position signal speedometer on the vehicle;
    一对镜像对称智能安全导向轮轨迹(23)设置在左右下翼缘(2)外侧面或内侧面上。A pair of mirror-symmetrical intelligent safety guide wheel tracks (23) are arranged on the outer or inner surfaces of the left and right lower flanges (2).
  21. 一种复合异型翼缘轨道系统,其特征在于:A composite special-shaped flange track system, which is characterized by:
    包括权利要求1或2所述的H结构基梁(1)、权利要求3-7任一项所述的上翼缘异型L轨道(30)和/或权利要求8-12任一项所述的下翼缘异型轨道(20),It includes the H-structure base beam (1) described in claim 1 or 2, the upper flange special-shaped L track (30) described in any one of claims 3-7, and/or the upper flange special-shaped L track (30) described in any one of claims 8-12. The lower flange special-shaped track (20),
    以H结构基梁(1)为基础,其上翼缘设置的上翼缘异型L轨道(30)与其下翼缘设置下翼缘异型轨道(20)上下复合组成复合异型翼缘轨道系统;或上翼缘异型L轨道(30)或下翼缘异型轨道(20)单独应用。Based on the H structural base beam (1), the upper flange special-shaped L track (30) provided on the upper flange and the lower flange special-shaped track (20) provided on the lower flange are combined up and down to form a composite special-shaped flange track system; or The upper flange special-shaped L track (30) or the lower flange special-shaped track (20) is used alone.
  22. 如权利要求21所述的复合异型翼缘轨道系统,其特征在于:The composite special-shaped flange track system according to claim 21, characterized in that:
    所述复合异型翼缘轨道系统还包括安装横梁(12)、连接中梁(13)、墩柱(15),The composite special-shaped flange track system also includes installation beams (12), connecting center beams (13), and piers (15).
    在一水平面上左右各一支纵向平行布置的H结构基梁(1)、其前后两端内侧各设有一支矩形结构的安装横梁(12),在两安装横梁(12)之间设有0~20个矩形空心结构的连接中梁(13),把左右H结构基梁(1)连结成一榀轨道梁;多榀轨道梁的前后安装横梁(12)分别架设在连续安装在地面的墩柱上,墩柱每间隔安装在地面上连续延伸。There is an H structural base beam (1) arranged longitudinally parallel to the left and right sides of a horizontal plane, and a rectangular structure mounting beam (12) on the inside of its front and rear ends. There is a 0 between the two mounting beams (12). ~20 connecting center beams (13) of rectangular hollow structures connect the left and right H-structure base beams (1) into one track beam; the front and rear mounting beams (12) of multiple track beams are respectively erected on piers that are continuously installed on the ground. On the ground, piers are installed at intervals and extend continuously on the ground.
  23. 如权利要求21或22所述的复合异型翼缘轨道系统,其特征在于:所述上翼缘异型L轨道(30)可作为独立轨道使用,所述H结构基梁(1)由U型基梁(1G)替代,所述U型基梁(1G)包括竖直翼缘梁、结构端梁(10)、结构中梁(11),在一水平面上左右各一支纵向平行布置的竖直翼缘梁,在两竖直翼缘梁相对内侧面的底部两端各设一个结构端 梁(10),沿两竖直翼缘梁的内侧面底部、两个结构端梁(10)之间均匀分布设置有0~20个结构中梁(11),把左右的竖直翼缘梁连接为U型基梁(1G)整体结构,其上部的翼缘称为上翼缘(3);所述上翼缘异型L轨道(30)设置在U型基梁(1G)的左右上翼缘(3)上;或者The composite special-shaped flange track system according to claim 21 or 22, characterized in that: the upper flange special-shaped L track (30) can be used as an independent track, and the H-structure base beam (1) is composed of a U-shaped base beam. The U-shaped base beam (1G) includes a vertical flange beam, a structural end beam (10), a structural middle beam (11), and one vertical beam on the left and right arranged longitudinally in parallel on a horizontal plane. The flange beam has a structural end at each end of the bottom of the opposite inner side of the two vertical flange beams. Beam (10), 0 to 20 structural middle beams (11) are evenly distributed along the bottom of the inner side of the two vertical flange beams and between the two structural end beams (10). The left and right vertical flange beams are It is connected to the overall structure of the U-shaped base beam (1G), and the upper flange is called the upper flange (3); the upper flange special-shaped L track (30) is arranged on the left and right upper wings of the U-shaped base beam (1G) On edge (3); or
    所述异型悬挂轨道(20)是下翼缘异型磁浮轨道,做为独立轨道使用,所述H结构基梁(1)由倒U型基梁替代,倒U型基梁(1G)翼缘是向下的,故称为下翼缘(2),在倒U型基梁的下翼缘(2)设置有下翼缘异型磁浮轨道。The special-shaped suspension track (20) is a special-shaped maglev track with a lower flange and is used as an independent track. The H-structure base beam (1) is replaced by an inverted U-shaped base beam, and the flange of the inverted U-shaped base beam (1G) is downward, so it is called the lower flange (2), and a lower flange special-shaped magnetic levitation track is provided on the lower flange (2) of the inverted U-shaped base beam.
  24. 如权利要求14所述的复合异型翼缘轨道系统,其特征在于:The composite special-shaped flange track system according to claim 14, characterized in that:
    所述墩柱(15)还包括副墩柱(16)和支撑翼(17),副墩柱(16)安装在支撑翼(17)下方,与支撑翼(17)之间是水平方向可滑动联结;所述支撑翼(17)设置在H结构基梁(1)的可滑动端或/和固定端所对应结构端梁(10)的外侧,与左右结构端梁(10)、安装横梁(12)在同一条中心线上;所述副敦柱(16)在复合异型翼缘轨道梁的左右H结构基梁(1)外侧、与墩柱(15)设置在同一条中心线上,以墩柱(15)为中心左右对称各设一支。 The pier (15) also includes an auxiliary pier (16) and a support wing (17). The auxiliary pier (16) is installed below the support wing (17) and is slidable in the horizontal direction with the support wing (17). Connection; the support wing (17) is arranged on the outside of the structural end beam (10) corresponding to the sliding end or/and the fixed end of the H structural base beam (1), and is connected with the left and right structural end beams (10) and the installation cross beam ( 12) On the same center line; the auxiliary pillars (16) are arranged on the outside of the left and right H structural base beams (1) of the composite special-shaped flange track beam and on the same center line as the pier columns (15), so as to The piers (15) are symmetrical to the left and right of the center.
PCT/CN2023/087938 2022-04-13 2023-04-12 Composite special-shaped flange track system WO2023198136A1 (en)

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CN202210389807 2022-04-13
CN202210389807.3 2022-04-13
CN202210495146.2A CN114808558A (en) 2022-04-13 2022-05-07 Composite special-shaped flange track system
CN202210495146.2 2022-05-07

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Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114808558A (en) * 2022-04-13 2022-07-29 山东启和云梭物流科技有限公司 Composite special-shaped flange track system
CN116713656B (en) * 2023-08-09 2023-10-03 河北天昕建设集团有限公司 H-shaped steel girder side wing edge plate welding device

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0222938A1 (en) * 1985-10-25 1987-05-27 Fuji Electric Co., Ltd. Rail for use in magnetic propulsive levitation apparatus
US20070277695A1 (en) * 2006-06-02 2007-12-06 Sells Gary L Multiple track railroad system
CN205115986U (en) * 2015-10-21 2016-03-30 铁道第三勘察设计院集团有限公司 Track traffic is with continuous mountain type roof beam
CN106480789A (en) * 2016-12-19 2017-03-08 郝雯文 A kind of light railway track and rail car rail changing device
WO2019222826A1 (en) * 2018-05-25 2019-11-28 Yunitski Anatoli Eduardovich Yunitsky transport system and method of construction thereof
CN209779362U (en) * 2019-02-27 2019-12-13 中铁第四勘察设计院集团有限公司 Track beam system suitable for straddle type monorail and suspension type monorail
CN112109736A (en) * 2019-06-19 2020-12-22 山东启和云梭物流科技有限公司 Multi-type combined transport rail transport system
CN112112004A (en) * 2019-06-19 2020-12-22 山东启和云梭物流科技有限公司 Double-system new energy composite track system
CN112575669A (en) * 2019-09-30 2021-03-30 比亚迪股份有限公司 Rail beam for rail-mounted vehicle, rail beam unit, and rail beam
CN114808558A (en) * 2022-04-13 2022-07-29 山东启和云梭物流科技有限公司 Composite special-shaped flange track system

Family Cites Families (30)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60133101A (en) * 1983-12-20 1985-07-16 日本航空株式会社 Track structure
KR100319230B1 (en) * 1993-04-21 2002-07-08 아더 어니스트 비숍 Rail Gripping Vehicle
DE10221590A1 (en) * 2002-05-15 2003-11-27 Alexander Von Wilcken Sound absorption element for track path for magnetic levitation track contains bearer body made of concrete material and at least one sound absorption body arranged on bearer body
CN1429726A (en) * 2003-01-30 2003-07-16 沈湧 Railway communication system of small sized vehicle
JP4393960B2 (en) * 2004-09-22 2010-01-06 財団法人鉄道総合技術研究所 Combined traffic system with a shared road where vehicles can enter and exit
CN201907505U (en) * 2010-11-15 2011-07-27 盐城海旭数控装备有限公司 Double-layered and two-way rail compatible green public transit
DE102011081061A1 (en) * 2011-08-17 2013-02-21 Sgl Carbon Se Crane bridge for overhead crane, has continuous plate-shaped fiber composite webs that are extended in bridge longitudinal direction
KR101338375B1 (en) * 2013-07-03 2013-12-10 석정건설(주) Railway and bridge
WO2015062537A1 (en) * 2013-10-31 2015-05-07 戴长虹 Elevated rail transportation system and 3d network system for same
CN207003151U (en) * 2017-04-09 2018-02-13 华北水利水电大学 Expanded letter logistics bullet train gravity tracks
CN207029162U (en) * 2017-05-19 2018-02-23 张元东 Sitting posture train and the super meeting rail system of suspension train
CN107354830A (en) * 2017-06-20 2017-11-17 中建空列(北京)科技有限公司 External suspension type rail beam and external suspension type sky iron traffic system
CN107554534A (en) * 2017-09-20 2018-01-09 莱芜美澳冶金科技有限公司 A kind of dual-purpose shared traffic system for overhead track in new energy vacant lot and operation method
DE102018116537A1 (en) * 2018-07-09 2020-01-09 Christian Lang Suspended transport system
CN110714374A (en) * 2018-07-11 2020-01-21 比亚迪股份有限公司 Aerial green track system and aerial green track traffic system
CN109137641A (en) * 2018-09-03 2019-01-04 北京交通大学 A kind of double-standard monorail traffic system
CN109736147A (en) * 2019-02-27 2019-05-10 中铁第四勘察设计院集团有限公司 A kind of track girder system suitable for straddle-type monorail and suspension type monorail
CN112109618B (en) * 2019-06-19 2021-10-08 山东启和云梭物流科技有限公司 Multi-type combined transport vehicle and multi-type combined transport composite rail transport system
CN110344290A (en) * 2019-08-12 2019-10-18 中唐空铁科技有限公司 Suspension type rail beam, suspension type rail girder system system and Air Traffic System
CN110341726A (en) * 2019-08-14 2019-10-18 武汉新丝路快铁物流有限公司 A kind of compound standard monorail traffic system
CN112498421B (en) * 2019-09-16 2022-04-29 山东启和云梭物流科技有限公司 Intelligent departure system and multi-type combined transportation rail transportation system
CN110576752B (en) * 2019-09-23 2023-08-22 万泽霈 Personal automatic control light-duty variable rail magnetic suspension rail transit system
EA038766B1 (en) * 2019-09-25 2021-10-15 Анатолий Эдуардович Юницкий Yunitsky string-type transport system
CN110886160A (en) * 2019-12-16 2020-03-17 中建空列(北京)科技有限公司 Double-track beam and suspension type air-railway system based on double-turnout structure
CN110878498A (en) * 2019-12-16 2020-03-13 中建空列(北京)科技有限公司 Rail transfer device for reversing of suspended type air railway, air railway turnout and air railway system
CN111731108B (en) * 2020-07-07 2021-12-14 九洲运通(北京)超导新技术产业发展有限公司 Superconducting magnetic suspension and guiding internal-mounted low-span air rail traffic system
CN112477908A (en) * 2020-12-17 2021-03-12 中铁第六勘察设计院集团有限公司 Bogie with liftable guide wheels, track beam and track traffic system
CN112348004B (en) * 2021-01-11 2021-03-30 南京澳晟科技有限公司 Gas station license plate unmanned aerial vehicle recognition system and method based on Internet of things
CN114872748A (en) * 2022-04-13 2022-08-09 山东启和云梭物流科技有限公司 Magnetic suspension high-speed bus public transportation system based on composite special-shaped flange track
CN115946730B (en) * 2022-12-31 2024-01-26 山东启和云梭物流科技有限公司 Safety guide system

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0222938A1 (en) * 1985-10-25 1987-05-27 Fuji Electric Co., Ltd. Rail for use in magnetic propulsive levitation apparatus
US20070277695A1 (en) * 2006-06-02 2007-12-06 Sells Gary L Multiple track railroad system
CN205115986U (en) * 2015-10-21 2016-03-30 铁道第三勘察设计院集团有限公司 Track traffic is with continuous mountain type roof beam
CN106480789A (en) * 2016-12-19 2017-03-08 郝雯文 A kind of light railway track and rail car rail changing device
WO2019222826A1 (en) * 2018-05-25 2019-11-28 Yunitski Anatoli Eduardovich Yunitsky transport system and method of construction thereof
CN209779362U (en) * 2019-02-27 2019-12-13 中铁第四勘察设计院集团有限公司 Track beam system suitable for straddle type monorail and suspension type monorail
CN112109736A (en) * 2019-06-19 2020-12-22 山东启和云梭物流科技有限公司 Multi-type combined transport rail transport system
CN112112004A (en) * 2019-06-19 2020-12-22 山东启和云梭物流科技有限公司 Double-system new energy composite track system
CN112575669A (en) * 2019-09-30 2021-03-30 比亚迪股份有限公司 Rail beam for rail-mounted vehicle, rail beam unit, and rail beam
CN114808558A (en) * 2022-04-13 2022-07-29 山东启和云梭物流科技有限公司 Composite special-shaped flange track system

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