WO2020048459A1 - 基于单轨交通的空间运输体系 - Google Patents

基于单轨交通的空间运输体系 Download PDF

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Publication number
WO2020048459A1
WO2020048459A1 PCT/CN2019/104237 CN2019104237W WO2020048459A1 WO 2020048459 A1 WO2020048459 A1 WO 2020048459A1 CN 2019104237 W CN2019104237 W CN 2019104237W WO 2020048459 A1 WO2020048459 A1 WO 2020048459A1
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WIPO (PCT)
Prior art keywords
transportation
level
monorail
layer
traffic
Prior art date
Application number
PCT/CN2019/104237
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English (en)
French (fr)
Inventor
朱尔玉
秦祯秋
朱力
温幸洋
Original Assignee
北京交通大学
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
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Publication date
Priority claimed from CN201811021460.7A external-priority patent/CN109137649A/zh
Priority claimed from CN201811022979.7A external-priority patent/CN109137653A/zh
Priority claimed from CN201811023550.XA external-priority patent/CN109137655A/zh
Priority claimed from CN201811021472.XA external-priority patent/CN109137651A/zh
Priority claimed from CN201811023547.8A external-priority patent/CN109137654A/zh
Priority claimed from CN201811021471.5A external-priority patent/CN109137650A/zh
Priority claimed from CN201811021615.7A external-priority patent/CN109137652A/zh
Application filed by 北京交通大学 filed Critical 北京交通大学
Priority to US17/273,019 priority Critical patent/US20210340713A1/en
Priority to JP2021536141A priority patent/JP2021536541A/ja
Publication of WO2020048459A1 publication Critical patent/WO2020048459A1/zh

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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B61—RAILWAYS
    • B61B—RAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
    • B61B15/00—Combinations of railway systems
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B61—RAILWAYS
    • B61B—RAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
    • B61B13/00—Other railway systems
    • B61B13/04—Monorail systems
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B61—RAILWAYS
    • B61B—RAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
    • B61B3/00—Elevated railway systems with suspended vehicles
    • B61B3/02—Elevated railway systems with suspended vehicles with self-propelled vehicles
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B61—RAILWAYS
    • B61B—RAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
    • B61B5/00—Elevated railway systems without suspended vehicles
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00—Tracks for special kinds of railways
    • E01B25/08—Tracks for mono-rails with centre of gravity of vehicle above the load-bearing rail
    • E01B25/10—Mono-rails; Auxiliary balancing rails; Supports or connections for rails
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00—Tracks for special kinds of railways
    • E01B25/22—Tracks for railways with the vehicle suspended from rigid supporting rails
    • E01B25/24—Supporting rails; Auxiliary balancing rails; Supports or connections for rails
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00—Tracks for special kinds of railways
    • E01B25/30—Tracks for magnetic suspension or levitation vehicles
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00—Tracks for special kinds of railways
    • E01B25/30—Tracks for magnetic suspension or levitation vehicles
    • E01B25/305—Rails or supporting constructions
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
    • E01C1/002—Design or lay-out of roads, e.g. street systems, cross-sections ; Design for noise abatement, e.g. sunken road
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
    • E01C1/04—Road crossings on different levels; Interconnections between roads on different levels
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/15—Layout or geometry of the track

Definitions

  • the invention relates to a space transportation system based on monorail transportation and is applied to the field of monorail transportation.
  • Level refers to the level of structure obtained by layering space.
  • Low-level space The low-level space mentioned in this patent refers to the transportation space within the range of the stress frame system or the force pier column system.
  • the traffic described in this patent refers to the traffic formed by combining road traffic and rail traffic in the same force frame or pier system based on monorail traffic.
  • Monorail transportation refers to rail transportation in which the vehicle is carried and guided by only one rail beam during operation, including suspended monorail transportation, straddle-type monorail transportation, and maglev transportation.
  • Other traffic refers to road traffic and rail traffic.
  • Single-system transportation refers to only any one of single-rail transportation in the same force frame or pier system, such as straddle-type monorail transportation, suspended monorail transportation, and maglev transportation.
  • Multi-standard transportation refers to a monorail transportation system with multiple modes in the same force frame or pier system, or a combination of one or more monorail transportation systems and other transportation systems.
  • Transportation system The transportation system described in this patent includes single-system transportation and multi-system transportation.
  • Passenger flow refers to the transportation of passengers from one place to another.
  • Rail Monorail transportation dedicated to logistics transportation.
  • Passenger rail Monorail dedicated to passenger traffic.
  • Suspended track beam Including bottom-open steel box suspension track beam, bottom-open concrete suspension track beam, I-shaped steel suspension track beam and steel-mixed composite suspension track beam.
  • Magnetically levitated track beams including steel box magnetically levitated track beams, concrete magnetically levitated track beams, I-beam magnetically levitated track beams and steel-mixed combined magnetically levitated track beams.
  • Straddle-type track beams Steel box straddle-type track beams, concrete straddle-type track beams, and steel-concrete composite straddle-type track beams.
  • Forced frame system refers to the portal frame supporting monorail transportation track structure and other transportation structures, including single-layer frame pier columns and single-layer frame cover beams, double-layer frame pier columns and double-layer frame cover beams, and three-layer frame pier columns And three-story frame covered beam.
  • Stressed pier column system refers to the pier column system supporting the monorail transportation track structure and other transportation structures, including single-layer pier columns and single-layer cover beams, double-layer pier columns and double-layer cover beams, three-layer pier columns and three-layer cover Beam.
  • Frame pier The lower bearing column of the portal frame, including single-layer frame pier, double-layer single-layer frame pier, and three-layer frame pier.
  • Cover beam The support beam on the top surface of the pier column system or the frame beam on the top surface of the frame pier column is collectively referred to as the cover beam, including single-layer frame cover beam, double-layer frame cover beam, three-layer frame cover beam, and single-layer pier column system. Cover beam, double-layer pier column system, cover beam, three-layer pier column system cover beam.
  • the problem to be solved by this patent is to provide a space transportation system based on monorail transportation.
  • the combination can realize the full use of road three-dimensional space and improve the efficiency of road traffic operation.
  • a space transportation system based on monorail transportation characterized in that the space transportation system includes a force frame system or a force pier column system, the force frame system and the force
  • the force pier column system divides the space transportation system into at least two levels through a cover beam, and the at least two levels include an odd-numbered level below the cover-girder and an even-numbered level above the cover-girder, the odd-numbered levels Including suspended monorail transportation or not including suspended monorail transportation, the even-numbered levels include any of straddle-type monorail transportation, maglev transportation, road transportation, and railway transportation or exclude monorail transportation and other transportation;
  • the space transportation system includes two or more types of monorail transportation, or a combination of one or more types of monorail transportation and other transportation.
  • the above-mentioned monorail-based space transportation system is characterized in that the force frame system includes a single-layer frame, a double-layer frame, or a three-layer frame.
  • the above-mentioned monorail-based space transportation system is characterized in that: the single-layer frame includes a first frame pier and a first-layer frame cover beam; the double-layer frame includes a first frame pier and a second frame pier A first-layer frame cover beam and a second-layer frame cover beam; the three-layer frame includes a first frame pier column, a second frame pier column, a third frame pier column, a first-layer frame cap beam, and a second-layer frame
  • the cover beam and the third layer frame cover beam; the first frame pier column and the first layer frame cover beam are consolidated together, and the lower portion of the second frame pier column and the first layer frame cover beam are consolidated together
  • the upper part of the second frame pier and the second-layer frame cover beam are consolidated together, the lower part of the third frame pier and the second-layer frame cover beam are consolidated together, the upper part of the third frame pier and the third frame frame
  • the cover beams are consolidated.
  • the above-mentioned monorail-based space transportation system is characterized in that: the track beams of the suspended monorail in the odd-numbered layers of the force frame system are connected below the frame cover beam through supports; The track beams of the mid-span monorail or maglev traffic in the even-numbered levels are connected above the frame cover beams through supports; the bridge decks of the road or rail traffic in the even-numbered levels of the force frame system are supported by the longitudinal beams.
  • the frame covers the top of the beam.
  • the above-mentioned monorail-based space transportation system is characterized in that the stressed pier column system includes a single-layer pier column system, a double-layer pier column system, or a three-layer pier column system.
  • the above-mentioned monorail-based space transportation system is characterized in that the single-layer pier column system includes a first pier column and a first layer cover beam; and the double-layer pier column system includes a first pier column and a second pier column.
  • the three-layer pier column system includes a first pier column, a second pier column, a third pier column, a first-layer cover beam, a second-layer cover beam, and a third Layer cap beam;
  • the first pier column and the first layer cap beam are consolidated together;
  • the second pier column and the first layer cap beam are consolidated;
  • the cover beam is consolidated, the lower part of the third pier and the second layer of cover beam are consolidated, and the upper part of the third pier and the third layer of cover beam are consolidated.
  • the above-mentioned monorail-based space transportation system is characterized in that the track beams of the suspended monorail in the odd-numbered layers of the stressed pier column system are connected below the cover beam through bearings; the stressed pier column system The track beams of straddle-type monorail or maglev traffic in the even-numbered levels of the bridge are connected above the cover beams through bearings; the bridge decks of road or rail traffic in the even-numbered levels of the stressed pier system pass through the longitudinal beams. Supported above the cover beam.
  • This patent proposes a space transportation system based on monorail transportation, and divides space into multiple levels through a frame system or a pier column system.
  • a space transportation system based on monorail transportation proposed in this patent can effectively use the upper and lower space of the frame cover beam or pier column cover beam to improve the transportation level.
  • monorail transportation, roads or railways are located on the same section, just like the construction of urban high-rise buildings, making full use of low-level space, which can increase passenger flow and logistics transportation capacity several times.
  • This patent proposes a space transportation system based on monorail transportation, which uses a combination of two or more types of monorail transportation, or a combination of one or more types of monorail transportation and other transportation methods to share the volume of ground and underground transportation and improve traffic. effectiveness. It solves the problems of ground traffic congestion, low driving efficiency, and low space utilization of low-level traffic.
  • logistics is mainly carried by ground vehicles.
  • the efficiency of transportation is affected by road traffic, which in turn affects traffic conditions.
  • all kinds of express delivery logistics vehicles can be seen everywhere in the city, and their parking and driving affect the normal traffic, and the logistics efficiency is also low.
  • This patent proposes a space transportation system based on monorail transportation, which uses one or more levels of transportation space as a logistics channel. On the one hand, reducing the impact of ground logistics vehicles on traffic, on the other hand, speeding up logistics transportation, saving time and costs.
  • the space transportation system based on monorail transportation described in this patent builds various types of transportation on the same force frame system. From the perspective of life-cycle cost analysis, its benefits are higher than the construction of ordinary ground roads, which is in line with the concept of sustainable development.
  • Figure 1 is a schematic diagram of the principle of the three-layer framework's hierarchical function.
  • FIG. 2 is a schematic diagram of a monorail-based space transportation system based on a single-layer frame with a suspended monorail at the first level and a straddle-type monorail at the second level.
  • FIG. 3 is a schematic diagram of a monorail-based space transportation system with a single-layer frame provided with suspended monorail traffic at the first level and highway traffic at the second level.
  • FIG. 4 is a schematic diagram of a single-layer frame space transportation system based on monorail transportation with I-beam suspended track beams on the first level and railway transportation on the second level.
  • FIG. 5 is a schematic diagram of a single-layer frame space transportation system based on monorail transportation with I-beam suspended track beams at the first level and maglev transportation at the second level.
  • FIG. 6 is a schematic diagram of a single-story pier-based monorail-based space transportation system with a suspended monorail at the first level and a straddle-type monorail at the second level.
  • FIG. 7 is a schematic diagram of a single-story pier-based monorail-based space transportation system with suspended monorail traffic at the first level and highway traffic at the second level.
  • FIG. 8 is a schematic diagram of a single-story pier-type space transportation system based on monorail transportation with I-beam suspended track beams at the first level and maglev transportation at the second level.
  • FIG. 9 is a schematic diagram of a single-story pier-type space transportation system based on monorail transportation with I-beam suspended track beams on the first level and railway transportation on the second level.
  • Figure 10 is a monorail-based space transportation system based on a double-layered space with a suspended monorail at the first level, a straddle-type monorail at the second level, no traffic at the third level, and road traffic at the fourth level.
  • schematic diagram is a monorail-based space transportation system based on a double-layered space with a suspended monorail at the first level, a straddle-type monorail at the second level, no traffic at the third level, and road traffic at the fourth level.
  • FIG. 11 is a schematic diagram of a two-layer frame-based space transportation system based on monorail without traffic at the first level, straddle-type monorail traffic at the second level, traffic at the third level, and road traffic at the fourth level.
  • FIG. 12 is a schematic diagram of a double-layer frame-based space transportation system based on monorail without traffic at the first level, maglev traffic at the second level, traffic without straddle at the third level, and straddle-type monorail at the fourth level.
  • FIG. 13 is a double-layer frame-based space transportation system based on monorail with a bottom-open hanging track beam at the first level, straddle-type monorail at the second level, no traffic at the third level, and rail traffic at the fourth level. Schematic.
  • Fig. 14 is a large-scale schematic diagram of the railway track E-12.
  • Figure 15 is a type of double-deck pier-based monorail-based space transportation with suspended monorail at the first level, straddle-type monorail at the second level, no traffic at the third level, and road traffic at the fourth level. Schematic representation of the system.
  • FIG. 16 is a schematic diagram of a double-deck pier-type space transportation system based on monorail transportation with no traffic at the first level, maglev traffic at the second level, no traffic at the third level, and rail traffic at the fourth level.
  • Figure 17 is a double-deck pier based on single-track transportation with a bottom-open hanging track beam at the first level, maglev traffic at the second level, no traffic at the third level, and straddle-type monorail at the fourth level. Schematic representation of a space transportation system.
  • Figure 18 is a double-deck pier based on single-track transportation with no traffic on the first level, straddle-type monorail transportation on the second level, bottom-open hanging rail beams on the third level, and maglev transportation on the fourth level. Schematic representation of a space transportation system.
  • Figure 19 shows the first level without traffic, the second level with maglev traffic, the third level without traffic, the fourth level with straddle-type monorail traffic, the fifth level without traffic, and the sixth level with road traffic.
  • Figure 20 shows suspension monorail traffic at the first level, maglev traffic at the second level, no traffic at the third level, road traffic at the fourth level, no traffic at the fifth level, and straddle-type monorail at the sixth level.
  • Figure 21 shows the first level without traffic, the second level with maglev traffic, the third level without traffic, the fourth level with straddle-type monorail traffic, the fifth level without traffic, and the sixth level with road traffic.
  • Figure 22 shows suspension monorail traffic at the first level, straddle monorail traffic at the second level, no magnetic traffic at the third level, maglev traffic at the fourth level, no traffic at the fifth level, and rail traffic at the sixth level.
  • the above three-layer framework divides the space into six levels: K1 level, K2 level, K3 level, K4 level, K5 level, and K6 level.
  • the first level cover beam B1 is the first level K1 level, and the first level cover beam.
  • Above B1 is the second level K2 level; below the second level cover beam B2 is the third level K3 level; above the second level cover beam B2 is the fourth level K4 level; below the third level cover beam B3 is the fifth level K5 level
  • Above the third-layer cover beam B3 is the sixth-level K6 level.
  • the space is divided into six levels using a three-layer frame, which improves the passenger flow and material flow on the road section, and improves the transportation capacity of passenger flow or logistics on the road section.
  • the transportation system has changed from the original single system to a multi-system transportation system.
  • the transportation level has been improved.
  • In the cross section of a space transportation system there are two or more transportation systems at the same time, which improves the utilization of road space.
  • the passenger and cargo transportation capacity of the road section is:
  • s 1 refers to the passenger and cargo transportation capacity of highway traffic
  • s 2 refers to the passenger and cargo transportation capacity of railway traffic
  • s 3 refers to the passenger and cargo transportation capacity of monorail transportation.
  • the total passenger flow capacity of a road section in the system is calculated according to the following formula:
  • q 1 is the capacity of the passenger flow in the K1 level
  • q 2 is the capacity of the traffic in the K2 level
  • q 3 is the capacity in the K3 level Traffic passenger transportation capacity
  • q 4 is the traffic passenger transportation capacity in the K4 level
  • q 5 is the traffic passenger transportation capacity in the K5 level
  • q 6 is the traffic passenger transportation capacity in the K6 level.
  • the six-level multi-system transportation formed by the three-layer frame space transportation system based on the monorail transportation has improved its passenger transport capacity and efficiency.
  • w 1 is the transportation and logistics capacity in the K1 level
  • w 2 is the transportation and logistics capacity in the K2 level
  • w 3 is the K3 level.
  • Transportation logistics capacity is the transportation capacity in the K4 level
  • w 5 is the transportation capacity in the K5 level
  • w 6 is the transportation capacity in the K6 level.
  • the six-level multi-modal transportation formed by the three-layer frame space transportation system based on monorail transportation has improved its logistics transportation capacity and efficiency.
  • Embodiment 1 A monorail-based space transportation system based on a single-layer frame with a suspended monorail at the first level and a straddle-type monorail at the second level.
  • the first level is a suspended monorail transportation under the frame cover beam, which adopts a bottom-opening concrete suspension rail beam
  • the second level is a straddle-type single rail transportation above the frame cover beam, and a concrete straddle-type track beam is adopted.
  • a monorail-based space transportation system based on a single-layer frame with a suspended monorail at the first level and a straddle-type monorail at the second level is described as an example.
  • the above-mentioned monorail transportation-based space transportation system with a single-level frame provided with a suspended monorail at the first level and a straddle-type monorail at the second level includes a first outer-line suspension rail beam X11-1 and a second outer-line Suspension rail beam X14-1 and first inner rail suspension rail beam X12-1, second inner rail suspension rail beam X13-1, first outer rail straddle rail beam K21-1, second outer rail straddle rail beam K24-1 and the first inner-line straddle-type track beam K22-1, the second inner-line straddle-type track beam K23-1, the first frame pier A21-1, and the first-layer frame cover beam B-1.
  • the monorail-based space transportation system of a single-layer frame with a suspended monorail at the first level and a straddle-type monorail at the second level is formed by a combination of two types of monorails .
  • the single-level frame forms a two-level space transportation system.
  • the first level is a suspended monorail under the cover beam
  • the second level is a straddle-type monorail above the cover beam.
  • the concrete between the first frame pier A21-1 and the first frame cover beam B-1 is consolidated by concrete pouring.
  • the upper and lower levels of the frame cover beam B-1 are respectively provided with a suspended monorail traffic track beam and a straddle-type monorail traffic track beam.
  • the first outer track suspension track beam X11-1, the second outer track suspension track beam X14-1, the first inner track suspension track beam X12-1, and the second inner track suspension track beam X13-1 are the main loads of the suspension monorail And guide structure, the first outer rail suspension rail beam X11-1, the second outer rail suspension rail beam X14-1, the first inner rail suspension rail beam X12-1, and the second inner rail suspension rail beam X13- 1 Installed under the first-layer frame cap beam B-1 of the first frame pier A21-1, set as an object rail, as a logistics passage; the first outer-line straddle type track beam K21-1, the second outer-line straddle type The track beam K24-1, the first inner-line straddle-type track beam K22-1, and the second inner-line straddle-type track beam K23-1 are the main load-bearing and guiding structures of the straddle-type monorail, and are installed on the first frame pier through the support Above the first layer of the frame cover beam B-1 of
  • the multi-standard and multi-level transportation system improves the efficiency and capacity of logistics transportation and avoids the congestion of ground logistics vehicles.
  • the logistics transportation capacity increases the amount of logistics transportation that the suspended monorail transportation can bear in the single-layer frame system.
  • a monorail-based space transportation system using a single-layer frame with a suspended monorail at the first level and a straddle-type monorail at the second level can make full use of the vertical three-dimensional space of the road, thereby dispersing the road floor Passenger flow, reducing vehicle congestion; speeding up road logistics efficiency, reducing logistics costs, and reducing the impact of ground logistics vehicles on road traffic.
  • a multi-functional integrated transportation system for straddle-type monorail transportation and suspended monorail transportation will be implemented to accelerate passenger and logistics operation efficiency and reduce urban construction costs.
  • Embodiment 2 A monorail-based space transportation system based on a single-layer frame with a suspended monorail at the first level and road traffic at the second level.
  • the first level is a suspended monorail transportation under the frame cover beam
  • a steel box suspension rail beam with an open bottom is adopted
  • the second level is a highway transportation above the frame cover beam. It is planned to use the outer track beam of the suspended monorail as the passenger track and the inner track beam as the object track.
  • a monorail-based space transportation system based on a single-layer frame with suspended monorails at the first level and highway traffic at the second level is described as an example.
  • the above-mentioned monorail transportation-based space transportation system of a single-layer frame with a first-level suspended suspension monorail transportation and a second-level highway transportation includes a first outer-line suspended rail beam X11-2 and a second outer-line suspended rail Beam X14-2 and first inner-line suspension track beam X12-2, second inner-line suspension track beam X13-2, first frame pier A21-2, first layer frame cover beam B-2, longitudinal beam Z2- 2.
  • Highway lane plate G2-2 is described as an example.
  • the monorail-based space transportation system based on a single-layer frame with a suspended monorail at the first level and road traffic at the second level is formed by a combination of suspended monorail and road traffic.
  • the single-level frame forms a two-level space transportation system.
  • the first level is a suspended monorail transportation under the frame cover beam
  • the second level is highway traffic over the cover beam.
  • the first frame pier A21-2 and the first frame cover beam B-2 are consolidated by concrete pouring.
  • the upper and lower levels of the frame cover beam B-2 are respectively provided with road traffic and suspended monorail traffic track beams.
  • the first outer track suspension track beam X11-2, the second outer track suspension track beam X14-2, the first inner track suspension track beam X12-2, and the second inner track suspension track beam X13-2 are the main loads of the suspension monorail And guide structure, which are installed under the first-layer frame cover beam B-2 of the first frame pier A21-2 through bearings; the first outer-line suspension track beam X11-2 and the second outer-line suspension track beam X14- 2 set as passenger rail, set the first inner rail suspension rail beam X12-2, the second inner rail suspension rail beam X13-2 as the object rail, used as a logistics passage; a longitudinal beam Z2-2 is installed above the cover beam to support the highway Lane board G2-2, used for the operation of the upper highway traffic system.
  • the multi-standard and multi-level transportation system improves the capacity and efficiency of logistics transportation and avoids the congestion of ground logistics vehicles.
  • the capacity of logistics transportation increases the amount of logistics transportation that road transportation and monorail transportation in the two levels of a single-layer frame system can bear.
  • a monorail-based space transportation system that uses a single-layer frame with suspended monorails at the first level and road traffic at the second level can make full use of vertical three-dimensional space, thereby dispersing ground passenger flow and reducing vehicle density. Congestion; speed up logistics efficiency, reduce logistics costs, and reduce the impact of ground logistics vehicles on road traffic. At the same time, a multi-functional integrated transportation system for highway transportation and suspended monorail transportation will be implemented to speed up passenger logistics operation efficiency and reduce urban construction costs.
  • Embodiment 3 A monorail transportation-based space transportation system is provided with a first-level I-beam suspended track beam and a second-level single-layer frame for railway transportation.
  • the first level that is, the first-level frame cover beam
  • the I-steel suspension track beam is used
  • the second level that is, the first-level frame cover beam
  • a single-layer frame space transportation system based on a monorail system based on a first-level I-beam suspended track beam and a second-level railway system based on the present invention will be described with reference to FIG. 4.
  • the above system includes the first outside line I-beam hanging track beam XG11-3, the second outside line I-beam hanging track beam XG14-3, the first inside line I-beam hanging track beam XG12-3, and the second inside line Beam suspension track beam XG13-3, the first frame pier A21-3, the first layer frame cover beam B-3, the longitudinal beam Z2-3, and the railway carriageway T2-3.
  • the single-level frame space transportation system based on monorail transportation based on the first level is equipped with I-beam suspended track beams and the second level is railway transportation. Suspended monorail transportation and railway transportation are combined. form.
  • the single-level frame forms a two-level space transportation system.
  • the first level is the suspended monorail transportation under the first-layer frame cover beam
  • the second level is the rail transportation above the cover beam.
  • the concrete between the first frame pier A21-3 and the first frame cover beam B-3 is fixed by concrete pouring.
  • the upper and lower levels of the frame cover beam B-3 are respectively provided with railway and suspended monorail transportation track beams.
  • the track beam XG13-3 is the main load-bearing and guiding structure of the suspended monorail.
  • the first outer-line I-beam suspended track Beam XG11-3 and the second outside I-beam suspended track beam XG14-3 are set as passenger rails.
  • the beam XG13-3 is set as an object track as a logistics passage;
  • a longitudinal beam Z2-3 is set above the cover beam to support the railway carriageway T2-3, which is used for the operation of the upper railway transportation system.
  • setting up rails can improve the efficiency of road logistics transportation and avoid congestion of ground logistics vehicles.
  • the capacity of logistics transportation increases the amount of logistics transportation that can be undertaken by railway transportation and monorail transportation at two levels in a single-layer frame system.
  • a single-layer frame-based space transportation system based on monorail transportation with a first-level I-beam suspended track beam and a second-level railway transportation can make full use of vertical three-dimensional space, thereby dispersing ground passenger flow and reducing Vehicle intensive congestion; accelerate logistics efficiency, reduce logistics costs, and reduce the impact of ground logistics vehicles on road traffic.
  • a multi-standard transportation system including railway transportation and suspended monorail transportation was formed to speed up the operation efficiency of passenger logistics and reduce the cost of urban construction.
  • Embodiment 4 A monorail-based space transportation system based on a single-layer frame with an I-beam suspended track beam at the first level and a maglev transportation at the second level.
  • the first level that is, the first-level frame cover beam is provided with suspended monorail traffic, using I-shaped steel suspended track beams
  • the second level that is, the first-level frame cover beam is provided with magnetic floating traffic, using I-beams.
  • Maglev track beam It is planned to set suspended monorail transportation as object rail and magnetic levitation transportation as passenger rail.
  • a single-layer frame space transportation system based on a monorail system based on a first-level I-beam suspended track beam and a second-level maglev transportation system based on the present patent will be described with reference to FIG. 5.
  • the single-layer frame-based space transportation system based on a monorail system with a first-level I-beam suspended track beam and a magnetic levitation transport at the second level includes a first outer-line I-beam suspended track beam XG11-4, Second outside line I-beam hanging track beam XG14-4, first inside line I-beam hanging track beam XG12-4, second inside line I-beam hanging track beam XG13-4, first outside line maglev track beam C21 -4.
  • the first layer is a single-layer frame-based space transportation system based on a monorail transportation system with I-beam suspended track beams installed on the first layer and maglev transportation on the second layer.
  • the traffic combination is formed.
  • the single-level frame forms a two-level space transportation system.
  • the first level is the suspended monorail transportation under the cover beam of the first floor
  • the second level is the magnetic levitation transportation above the cover beam.
  • the first frame pier A21-4 and the first frame cover beam B-4 are consolidated by concrete pouring.
  • the upper and lower levels of the frame cover beam B-4 are respectively provided with a suspended monorail traffic track beam and a maglev traffic track beam.
  • the track beam XG13-4 is the main load-bearing and guiding structure of the suspended monorail.
  • the first outer magnetic levitation track beam C21-4, the first inner magnetic levitation track beam C22-4, the second inner magnetic levitation track beam C23-4, and the second outer magnetic levitation track beam C24-4 are the main bearing of the magnetic levitation monorail And guide structure, which are installed above the first-layer frame cover beam B-4 of the first frame pier A21-4 through supports, and are set as passenger rails as passenger flow passages.
  • the installation of rails can improve the efficiency of road logistics transportation and avoid congestion of ground logistics vehicles.
  • the logistics transportation capacity increases the amount of logistics transportation that the suspended monorail transportation in the two-level space transportation in the single-layer frame system can bear.
  • a single-layer frame-based space transportation system based on monorail transportation with I-beam suspended track beams at the first level and maglev transportation at the second level can make full use of vertical three-dimensional space, thereby dispersing ground passenger flow.
  • a multi-standard transportation system including maglev transportation and suspended monorail transportation was formed to accelerate passenger and logistics operation efficiency and reduce urban construction costs.
  • the following describes a single-story pier-pillar space transportation system based on monorail transportation.
  • Embodiment 5 A single-story pier-type monorail-based space transportation system with a suspended monorail at the first level and a straddle-type monorail at the second level.
  • a single-story pier-pillar space transportation system based on monorail transportation in a certain city.
  • Suspended monorail and straddle-type monorail transportation are set in the same single-story pier-column stress system.
  • the first level is a suspended monorail transportation under the cover beam, using a steel-concrete combination suspension rail beam
  • the second level is a straddle-type monorail transportation above the cover beam, and a concrete straddle-type rail beam is used.
  • a single-story pier-based monorail-based space transportation system based on a single-level pavement with a suspended monorail at the first level and a straddle-type monorail at the second level is described with reference to FIG. 6.
  • the single-story pier-type monorail-based space transportation system with a suspended monorail at the first level and a straddle-type monorail at the second level includes a first pier A11-5 and a first-layer cover Beam B-5, first straddle rail beam K21-5 and second straddle rail beam K22-5, first suspension rail beam X11-5, and second suspension rail beam X12-5.
  • the single-layer pier-type monorail-based space transportation system based on the above-mentioned single-level pier-type monorail transportation with suspended monorail at the first level and straddle-type monorail transportation at the second level consists of two types of monorail transportation Combination formed.
  • the single-layer pier column forms a two-level space transportation system.
  • the first layer is a suspended monorail transportation under the pier column cover beam
  • the second layer is a straddle-type monorail transportation above the cover beam.
  • the first pier column A11-5 and the first floor cover beam B-5 are consolidated by concrete pouring.
  • the upper and lower levels of the cover beam B-5 are respectively provided with a suspended monorail traffic track beam and a straddle-type monorail traffic track beam.
  • the first pier column A11-5 is provided with a first-layer cover beam B-5, and supports the first straddle-type track beam K21-5 and the second straddle-type track beam K22-5 through bearings, as a straddle-type passenger
  • the first suspended track beam X11-5 and the second suspended track beam X12-5 are installed under the first-layer cover beam B-5 as supports, as a suspended object rail.
  • multi-level and multi-modal transportation improves logistics efficiency, does not occupy ground transportation roads, and avoids congestion with ground logistics vehicles.
  • a single-story pier-based monorail-based space transportation system with a suspended monorail at the first level and a straddle-type monorail at the second level can make full use of the vertical three-dimensional space of the road, thereby decentralizing Ground passenger flow on the road reduces vehicle crowding; accelerates road logistics efficiency, reduces logistics costs, and reduces the impact of ground logistics vehicles on road traffic.
  • multi-functional integrated construction of straddle-type monorail transportation and suspended monorail transportation is realized to accelerate passenger and logistics operation efficiency and reduce urban construction costs.
  • Embodiment 6 A single-story pier-type monorail-based space transportation system with a suspended monorail at the first level and road traffic at the second level.
  • the first level is a suspended monorail transportation below the pier column cover beam
  • a steel box suspended rail beam with an open bottom is adopted
  • the second level is highway traffic above the pier column cover beam. It is planned to use suspended monorail transportation as an object rail.
  • the single-story pier-type monorail-based space transportation system with a suspended monorail at the first level and highway traffic at the second level includes a first pier A11-6 and a first-layer cover beam B- 6.
  • the above-mentioned single-level pier-type monorail-based space transportation system with a suspended monorail at the first level and highway traffic at the second level consists of a combination of suspended monorail and road traffic.
  • a single-layer pier column forms a two-level space transportation system.
  • the first layer is a suspended monorail transportation under the pier column cover beam
  • the second layer is highway traffic above the cover beam.
  • the first pier column A11-6 and the first floor cover beam B-6 are consolidated by concrete pouring.
  • the upper and lower levels of the cover beam B-6 are respectively provided with suspended monorail track beams and highway traffic.
  • the first pier column A11-6 is provided with a first-layer cover beam B-6; the first-layer cover beam B-6 is provided with a longitudinal beam Z2-6 to support the highway lane plate G2-6; the first-layer cover beam B-
  • the first suspended rail beam X11-6 and the second suspended rail beam X12-6 are installed below the support through 6 as a suspended object rail.
  • the multi-standard and multi-level transportation system improves the capacity and efficiency of logistics transportation and avoids the congestion of ground logistics vehicles.
  • a single-story pier-type monorail-based space transportation system with a suspended monorail at the first level and road traffic at the second level can make full use of the vertical three-dimensional space of the road, thereby dispersing the road ground passenger flow. , Reduce the situation of dense vehicle congestion; speed up the efficiency of road logistics, reduce logistics costs, and reduce the impact of ground logistics vehicles on road traffic.
  • Embodiment 7 A single-story pier-based space transportation system based on a single-story pier is provided with an I-beam suspended track beam at the first level and a single-story pier-pillar type at the second level.
  • the first level is the suspended monorail traffic below the pier column cover beam, which adopts I-shaped steel suspended rail beams
  • the second level is the magnetic float transportation above the pier column cover beam, which adopts I-beam magnetic floating track beams.
  • the first layer is provided with an I-beam suspended track beam
  • the second layer is a single-story pier-type space transportation system based on monorail transportation of a maglev type.
  • the system includes a first pier A11-7 and a first layer cover. Beam B-7, the first I-beam suspended track beam XG11-7 and the second I-beam suspended track beam XG12-7, the first magnetically levitated track beam C21-7 and the second magnetically levitated track beam C22-7 .
  • the first layer is a single-story pier-pillar space transportation system based on a single-track transit with I-beam suspended track beams on the first level and maglev traffic on the second level. Combination formed.
  • a single-layer pier column forms a two-level space transportation system.
  • the first layer is a suspended monorail transportation under the pier column cover beam, and the second layer is magnetic levitation transportation above the cover beam.
  • the first pier column A11-7 and the first layer of cover beam B-7 are consolidated by concrete pouring. Suspended monorail traffic track beams and magnetically levitated traffic track beams are set at the upper and lower levels of the cover beam, respectively.
  • the first pier column A11-7 is provided with a first-layer cover beam B-7, which supports the first magnetically levitated track beam C21-7 and the second magnetically levitated track beam C22-7 through bearings, and is used as a passenger rail; the bearing is adopted;
  • the first I-beam suspended track beam XG11-7 and the second I-beam suspended track beam XG12-7 are installed under the first-layer cover beam B-7 as the suspended rails for logistics transportation.
  • multi-level and multi-modal transportation improves logistics efficiency and capacity, and avoids congestion of ground logistics vehicles.
  • a single-story pier-type space transportation system based on a monorail transportation system with I-beam suspended track beams at the first level and magnetically levitated transportation at the second level can make full use of the vertical three-dimensional space of the road, thereby decentralizing Ground passenger flow on the road reduces vehicle crowding; accelerates logistics efficiency in cities, reduces logistics costs, and reduces the impact of ground logistics vehicles on road traffic.
  • the multi-functional integrated construction of maglev transportation and suspended monorail transportation will be realized to speed up the operation efficiency of passenger and logistics and reduce the cost of urban construction.
  • Embodiment 8 A monorail type-based space transportation system based on a single-story pier column type is provided with an I-beam suspended track beam in the first layer and a single layer in the second layer is railway transportation.
  • the first level is the suspended monorail transportation below the pier column cover beam, which uses I-shaped steel suspended rail beams
  • the second level is the railway transportation above the pier column cover beam. It is planned to use suspended monorail as passenger rail.
  • the first layer is provided with an I-beam suspended track beam
  • the second layer is a single-story pier-pillar type space transportation system based on monorail transportation for the second level, which includes a first pier A11-8 and a first-layer cover beam.
  • B-8 The first I-beam suspended track beam XG11-8, the second I-beam suspended track beam XG12-8, the longitudinal beam Z2-8, and the railway carriageway T2-8.
  • the first level is provided with I-shaped steel suspended track beams
  • the second level is a single-story pier-type space transportation system based on monorail transportation based on rail transportation. Combination formed.
  • a single-storey pier column forms a two-level space transportation system.
  • the first layer is a suspended monorail transportation under the pier column cover beam
  • the second layer is railway traffic above the cover beam.
  • the first pier column A11-8 and the first layer of cover beam B-8 are consolidated by concrete pouring.
  • the first floor cover beam B-8 is provided with rail traffic and suspended monorail track beams on the upper and lower levels.
  • the first pier column A11-8 is provided with a first layer of cover beam B-8; the first layer of cover beam B-8 is provided with a longitudinal beam Z2-8 to support the railway carriageway T2-8; the first I-shaped
  • the steel suspension track beam XG11-8 and the second I-steel suspension track beam XG12-8 are connected below the first-layer cover beam B-8, and can be used as object rails or passenger rails.
  • the level of transportation has improved, and the capacity and efficiency of logistics transportation have improved.
  • the upper railway can share part of the logistics and avoid congestion of ground road logistics vehicles.
  • a single-story pier-type space transportation system based on a single-track transportation based on a single-track transportation with a first-level I-beam suspended track beam and a second-level railway transportation can make full use of the vertical three-dimensional space of the road, thereby dispersing the road.
  • Ground passenger flow reduces vehicle crowding; accelerates logistics efficiency in cities, reduces logistics costs, and reduces the impact of ground logistics vehicles on road traffic.
  • the multi-functional integration of railway transportation and suspended monorail transportation will be realized to speed up passenger and logistics operation efficiency and reduce urban construction costs.
  • Embodiment 9 A double-track space-based space transportation system based on a double-layered frame with a suspended monorail at the first level, a straddle-type monorail at the second level, no traffic at the third level, and highway traffic at the fourth level.
  • the first level that is, the first-level frame cover beam is provided with suspended monorail traffic
  • the bottom-opened concrete suspension-type rail beam is used.
  • the second level that is, the first-level frame cover beam is provided with straddle-type monorail traffic
  • the concrete straddle-type track beam is provided with no traffic under the third layer, that is, the second-layer frame cover beam
  • the fourth layer that is, above the second-layer frame cover beam, is provided with road traffic. It is planned to use the suspended monorail as the object rail and the straddle monorail as the passenger rail.
  • the above-mentioned single-rail space-based space transportation system with a double-layer frame including a suspended monorail at the first level, a straddle-type monorail at the second level, no traffic at the third level, and road traffic at the fourth level includes First outside line suspension track beam X11-9, second outside line suspension track beam X14-9, first inside line suspension track beam X12-9, second inside line suspension track beam X13-9, first outside line straddle type Track beam K21-9, second outer track straddle track beam K24-9, first inner track straddle track beam K22-9, second inner track straddle track beam K23-9, and first frame pier A21- 9.
  • the two-layer framework based on the above-mentioned double-layered frame with a suspended monorail at the first level, a straddle-type monorail at the second level, no traffic at the third level, and road traffic at the fourth level
  • the space transportation system of monorail transportation is formed by a combination of suspended monorail transportation, straddle-type monorail transportation and highway transportation.
  • the double-layer frame forms a four-level space transportation system.
  • the first level is the suspended monorail transportation under the first-layer frame cover beam
  • the second level is the straddle-mounted monorail transportation above the first-layer cover beam.
  • Third The level, that is, the second level of the cover beam is not set
  • the fourth level that is, the second level of the cover beam, is provided with road traffic.
  • first frame pier A21-9 and the first layer frame cap beam B1-9 are consolidated by concrete pouring, and the lower part of the second frame pier column A22-9 and the first layer frame cap
  • the beams B1-9 are consolidated by concrete pouring, and the upper part of the second frame pier A22-9 and the second-layer frame cover beam B2-9 are consolidated by concrete pouring.
  • the first outer-line suspension track beam X11-9, the second outer-line suspension track beam X14-9, the first inner-line suspension track beam X12-9, and the second inner-line suspension track beam X13-9 are the main loads of the suspended monorail And guide structure, which are installed under the first-layer frame cover beam B1-9 of the first frame pier A21-9 through supports, and are set as material rails as logistics channels; the first outer-line straddle-type track beam K21-9, The second outer-line straddle track beam K24-9, the first inner-line straddle track beam K22-9, and the second inner-line straddle track beam K23-9 are the main bearing and guiding structures of the straddle-type monorail.
  • the second layer frame cap beam B2-9 is provided with a longitudinal beam Z4-9 to support the highway Lane board G4-9, used for the operation of the upper highway traffic system.
  • setting up rails can improve logistics transportation efficiency and avoid congestion of ground logistics vehicles.
  • a single-track space-based space transportation based on a two-layer frame is adopted, with a suspended monorail at the first level, a straddle-type monorail at the second level, no traffic at the third level, and road traffic at the fourth level.
  • the system can make full use of the vertical three-dimensional space of the road, so as to disperse the road ground passenger flow and reduce the dense traffic congestion of vehicles; accelerate the road logistics efficiency, reduce the logistics cost, and reduce the impact of ground logistics vehicles on road traffic.
  • a multi-functional integrated transportation system for monorail and highway transportation will be implemented to speed up passenger logistics operation efficiency and reduce urban construction costs.
  • Embodiment 10 A two-layer frame-based space transportation system based on monorail without traffic at the first level, straddle-type monorail traffic at the second level, traffic at the third level, and road traffic at the fourth level.
  • Straddle-type monorail transportation and highway transportation are set up on the same double-layer frame system to form a multi-level and multi-layer double-layer system.
  • Frame space transportation system there is no traffic on the first level, that is, under the first-layer frame cover beam, and the second level, that is, above the first-layer frame cover beam, is provided with straddle-type monorail traffic, which uses concrete straddle-type track beams.
  • the third level is the first
  • road traffic is set on the fourth level, that is, above the second-layer frame cover beam. It is planned to set the inner track of straddle-type monorail transportation as the object track and the outer track as the passenger track.
  • a double-layer frame based on monorail transportation is based on a monorail transportation system with no traffic at the first level, straddle-type monorail traffic at the second level, no traffic at the third level, and road traffic at the fourth level.
  • the space transport system will be demonstrated.
  • the double-layered frame-based space transportation system based on a monorail system without traffic at the first level, straddle-type monorail at the second level, traffic at the third level, and road traffic at the fourth level includes a first outside line Straddle track beam K21-10, second outer track straddle track beam K24-10, first inner track straddle track beam K22-10, second inner track straddle track beam K23-10, and first frame pier Column A21-10, second frame pier column A22-10, first layer frame cover beam B1-10, second layer frame cover beam B2-10, highway lane plate G4-10, longitudinal beam Z4-10.
  • the above-mentioned double-layer frame based on monorail transportation does not include traffic at the first level, straddle-type monorail transportation at the second level, no traffic at the third level, and road traffic at the fourth level.
  • the space transportation system is formed by a combination of suspended monorail transportation, straddle-type monorail transportation and highway transportation.
  • the double-layer frame forms a four-level space transportation system.
  • the first level is the first layer, which is not provided under the cover beam.
  • the second level which is the first level, is provided with straddle-type monorail transportation.
  • the third level is the second level. Road traffic is not set under the cover beam, and the fourth level, that is, road traffic is set above the cover beam on the second floor.
  • first frame pier A21-10 and the first layer frame cap beam B1-10 are consolidated by concrete pouring, and the lower part of the second frame pier column A22-10 and the first layer frame cap
  • the beam B1-10 is consolidated by concrete pouring, and the upper part of the second frame pier A22-10 and the second-layer frame cover beam B2-10 are consolidated by concrete pouring.
  • the first outer-line straddle rail beam K21-10, the second outer-line straddle rail beam K24-10, the first inner-line straddle rail beam K22-10, and the second inner-line straddle rail beam K23-10 are straddle
  • the main load-bearing and guiding structure of the single-type monorail is installed above the first-layer frame cover beam B1-10 of the first frame pier A21-10 through a support; the first outer-line straddle-type track beam K21-10 and the second outer-line span
  • the block rail beam K24-10 is set as a passenger rail as an urban passenger flow passage;
  • the first inner cross straddle rail beam K22-10 and the second inner cross straddle rail beam K23-10 are set as an object rail as an urban logistics passage ;
  • a longitudinal beam Z4-10 is set above the second-layer frame cover beam B2-10 to support the highway lane plate G4-10 for the operation of the upper highway traffic system.
  • multi-level and multi-modal transportation improves the efficiency of logistics transportation and avoids congestion of ground logistics vehicles.
  • a two-layer frame-based space transportation system based on monorail transportation with no traffic at the first level, straddle-type monorail at the second level, no traffic at the third level, and road traffic at the fourth level is sufficient.
  • Use vertical three-dimensional space to disperse the ground passenger flow and reduce the dense traffic congestion of vehicles; accelerate logistics efficiency, reduce logistics costs, and reduce the impact of ground logistics vehicles on road traffic.
  • a multi-functional integrated transportation system for highway transportation and straddle-type monorail transportation will be implemented to speed up passenger logistics operation efficiency and reduce urban construction costs.
  • Embodiment 11 A double-track frame-based space transportation system based on monorail without traffic on the first level, maglev traffic on the second level, traffic on the third level, and straddle-type monorail on the fourth level.
  • Maglev transportation and straddle-type monorail transportation are set on the same double-layer frame system to form a multi-level and multi-layer dual-layer frame.
  • Space transportation system there is no traffic on the first level, that is, the first layer of the frame cover beam, and the second level, that is, above the first layer of the frame cover beam, is magnetic levitation traffic.
  • the I-beam magnetic levitation track beam is used, and the third level is the second
  • the fourth level that is, the second layer, is located above the framed cover beam. It is planned to set straddle-type monorail transportation as object rail and maglev transportation as passenger rail.
  • a double layer based on monorail transportation based on a single-track transportation system described in this patent is provided with no traffic at the first level, maglev transportation at the second level, no traffic at the third level, and straddle-type monorail transportation at the fourth level.
  • the frame space transportation system is demonstrated.
  • the above-mentioned two-layer frame-based space transportation system based on monorail does not include traffic at the first level, maglev traffic at the second level, no traffic at the third level, and straddle-type monorail at the fourth level.
  • the layer frame space transportation system is formed by a combination of straddle-type monorail transportation and maglev transportation.
  • the double-layer frame forms a four-level space transportation system.
  • the first layer is not provided under the cover beam of the first layer
  • the second layer is provided with maglev transportation above the cover beam of the first layer
  • the third layer is the second layer.
  • the cover beam is not set underneath, and the straddle-type monorail traffic is set up above the cover of the second level.
  • first frame pier A21-11 and the first layer frame cap beam B1-11 are consolidated by concrete pouring, and the lower part of the second frame pier column A22-11 and the first layer frame cap
  • the beams B1-11 are consolidated by concrete pouring, and the upper part of the second frame pier A22-11 and the second-layer frame cover beam B2-11 are consolidated by concrete pouring.
  • the first outer line straddle track beam K41-11, the second outer line straddle track beam K44-11, the first inner line straddle track beam K42-11, and the second inner line straddle track beam K43-11 are straddle
  • the main load-bearing and guide structure of the single-type monorail is set above the second-layer frame cover beam B2-11 of the second frame pier A22-11 through the support, and is set as an object rail as a logistics passage; the first-layer frame cover beam B1 Above the -11, a first outer line magnetic levitation track beam C21-11, a first inner line magnetic levitation track beam C22-11, a second inner line magnetic levitation track beam C23-11, and a second outer line magnetic levitation track beam C24-11 , Used for maglev traffic operation, used as passenger rail.
  • a two-layer frame-based space transportation system based on monorail transportation is adopted, with no traffic at the first level, maglev traffic at the second level, no traffic at the third level, and straddle-type monorail traffic at the fourth level. It can make full use of the vertical three-dimensional space, so as to disperse the ground passenger flow and reduce the dense congestion of vehicles; accelerate the logistics efficiency of roads, reduce logistics costs, and reduce the impact of ground logistics vehicles on road traffic.
  • the multi-functional integrated transportation system of straddle-type monorail transportation and maglev transportation will be implemented to accelerate passenger and logistics operation efficiency and reduce urban construction costs.
  • Embodiment 12 A double-layer frame-based space transportation system based on monorail transportation with a bottom-open hanging track beam in the first layer, straddle-type monorail transportation in the second layer, no traffic in the third layer, and rail transportation in the fourth layer .
  • Double-layer frame space transportation system On the same stressed double-layer frame system, suspension monorail transportation, straddle-type monorail transportation, and railway transportation are set up to form a multi-standard and multi-level system. Double-layer frame space transportation system. Among them, the first level is the suspended monorail transportation under the first-layer frame cover beam, and the bottom-open steel box suspended rail beam is adopted. The second level is the straddle-type monorail transportation above the first-layer frame cover beam. The concrete straddle-type track beam is provided with no traffic under the third layer, that is, the second-layer frame cover beam, and the fourth layer, that is, above the second-layer frame cover beam, is provided with rail traffic. It is planned to set suspended monorail transportation as object rail and straddle type as passenger rail.
  • a first-level bottom-suspended track beam according to the present patent is provided, a second-level is a straddle-type monorail transportation, a third-level is not provided with traffic, and a fourth-level is railway transportation.
  • a two-layer frame space transportation system based on monorail transportation will be demonstrated.
  • a double-layered frame-based space transportation system based on a monorail system with a bottom-open hanging track beam at the first level, straddle-type monorail at the second level, no traffic at the third level, and rail traffic at the fourth level Including the first outer line bottom open hanging track beam XD11-12, the second outer line bottom open hanging track beam XD14-12, the first inner line bottom open hanging track beam XD12-12, the second inner line bottom open hanging track beam XD13 -12.
  • FIG. 14 is a schematic diagram of a large sample of E-12 of a railway track, E1 is a railway track plate, E2 is a steel rail, and E3 is a rail platform.
  • E1 is a railway track plate
  • E2 is a steel rail
  • E3 is a rail platform.
  • the first level is a monorail-based transportation system with a bottom-open hanging rail beam at the first level, straddle-type monorail transportation at the second level, no traffic at the third level, and rail transportation at the fourth level.
  • the double-layer frame space transportation system is formed by a combination of suspended monorail transportation, straddle-type monorail transportation and railway transportation.
  • the double-layer frame forms a four-level space transportation system.
  • the first level is the suspended monorail transportation under the first-layer frame cover beam
  • the second level is the straddle-mounted monorail transportation above the first-layer cover beam.
  • Third The level, that is, the second level of the cover beam is not set
  • the fourth level that is, the second level of the cover beam, is provided with railway traffic.
  • first frame pier A21-12 and the first layer frame cap beam B1-12 are consolidated by concrete pouring, and the lower part of the second frame pier column A22-12 and the first layer frame cap
  • the beams B1-12 are consolidated by concrete pouring, and the upper part of the second frame pier A22-12 and the second-layer frame cover beam B2-12 are consolidated by concrete pouring.
  • First outer line bottom hanging suspension track beam XD11-12, second outer line bottom hanging suspension track beam XD14-12, first inner line bottom opening suspension track beam XD12-12, second inner line bottom opening suspension track beam XD13- 12 is the main load-bearing and guide structure of the suspended monorail.
  • the first outer line straddle type The track beam K21-12, the second outer track straddle track beam K24-12, the first inner track straddle track beam K22-12, and the second inner track straddle track beam K23-12 are the main bearing and
  • the guide structure is arranged above the first layer frame cover beam B1-12 of the first frame pier column A21-12 as a passenger rail through a support; the second layer frame cover beam B2-12 is provided with a longitudinal beam Z4-12, It supports the railway carriageway T4-12 and is used for the operation of the upper railway transportation system.
  • multi-level and multi-modal transportation improves the efficiency of logistics transportation and avoids the congestion of ground logistics vehicles.
  • a double-layer frame space based on monorail transportation is adopted in which the first level is provided with a bottom-suspended track beam, the second level is straddle-type monorail transportation, the third level is not provided with traffic, and the fourth level is railway transportation.
  • the transportation system can make full use of the vertical three-dimensional space, thereby dispersing the ground passenger flow and reducing the dense congestion of vehicles; speeding up the logistics efficiency of roads, reducing logistics costs, and reducing the impact of ground logistics vehicles on road traffic.
  • a multi-functional integrated transportation system for railway transportation, straddle-type monorail transportation and suspended monorail transportation will be realized to speed up the operation efficiency of passenger logistics and reduce urban construction costs.
  • the following describes a double-deck pier-type space transportation system based on monorail transportation.
  • Embodiment 13 A double-layer pier-type monorail-based space transportation based on a monorail system with a suspended monorail at the first level, a straddle-type monorail at the second level, no traffic at the third level, and road traffic at the fourth level system.
  • the first level that is, the first layer of pier column cover beam is provided with suspended monorail traffic, the bottom of which is a concrete suspended rail beam
  • the second layer that is, the first layer of pier column cover beam is provided with straddle type monorail traffic.
  • the concrete straddle-type track beam is adopted.
  • No traffic is set under the third layer, that is, the pier column cover beam on the second layer
  • road traffic is set on the fourth layer, that is, above the pier column cover beam on the second layer. It is planned to use the suspended monorail as the object rail and the straddle monorail as the passenger rail.
  • a double-deck pier type based on a first-level suspension type monorail transportation, a second-level straddle-type monorail transportation, a third-level non-transportation, and a fourth-level highway traffic based on the present patent are described. Demonstration of a monorail-based space transportation system.
  • the system includes the first pier column A11-13, the second pier column A12-13, the stringer Z4-13, the second layer cover beam B2-13, the first layer cover beam B1-13, the highway lane plate G4-13, The first straddle-type track beam K21-13, the second straddle-type track beam K22-13, the first suspended track beam X11-13, and the second suspended track beam X12-13.
  • the first layer is a double-layer pier type with suspended monorail traffic at the first level, straddle-type monorail traffic at the second level, no traffic at the third level, and road traffic at the fourth level.
  • the space transportation system based on monorail transportation is formed by a combination of suspended monorail transportation, straddle monorail transportation and highway transportation. Double-layer pier columns form a four-level space transportation system.
  • the first level is the suspended monorail transportation under the first-layer cover beam
  • the second level is the straddle-type monorail transportation above the first-layer cover beam
  • the third level That is, the second layer of cover beam is not provided below
  • the fourth layer is provided above the second layer of cover beam.
  • the first pier column A11-13 and the first layer cover beam B1-13 are consolidated by concrete pouring, and the lower part of the second pier column A12-13 and the first layer cover beam B1-13 are consolidated. It is consolidated by concrete pouring, and the upper part of the second pier A12-13 and the second-layer cover beam B2-13 are consolidated by concrete pouring.
  • the first pier column A11-13 is provided with a first layer of cover beam B1-13
  • the second pier column A12-13 is provided with a second layer of cover beam B2-13
  • Beam Z4-13 supports the roadway plate G4-13 of the highway
  • the first layer of cover beam B1-13 is connected to the first straddle track beam K21-13 and the second strut track beam K22-13 through bearings. It is used as a passenger rail for passenger transport.
  • the first layer of cover beam B1-13 is connected to the first suspended track beam X11-13 and the second suspended track beam X12-13 through bearings, and it is used as a suspension for logistics transportation. Style rail.
  • multi-level and multi-modal transportation improves logistics efficiency and avoids congestion of ground logistics vehicles.
  • a double-deck pier-based monorail-based monorail system based on a monorail system with a suspended monorail at the first level, a straddling monorail at the second level, no traffic at the third level, and road traffic at the fourth level is adopted.
  • the space transportation system can make full use of the vertical three-dimensional space of the road, thereby dispersing the ground passenger flow and reducing the dense congestion of vehicles; speeding up road logistics efficiency, reducing logistics costs, and reducing the impact of ground logistics vehicles on road traffic.
  • the multi-functional integrated construction of monorail and highway transportation will be realized to accelerate the operation efficiency of passenger and logistics and reduce the cost of urban construction.
  • Embodiment 14 A two-tier pier-type space transportation system based on monorail transportation without traffic at the first level, maglev traffic at the second level, traffic at the third level, and rail traffic at the fourth level.
  • maglev transportation and railway traffic are set in the same double-layer pier-column force system to form a multi-standard and multi-level space transportation system.
  • the first layer that is, the first layer of pier column cover beams
  • the second layer that is, the first layer of pier column cover beams
  • the third layer is There is no traffic under the second-layer pier-column cover beam
  • the fourth level is above the second-layer pier-column cover beam. It is proposed to set maglev transportation as passenger rail.
  • a double-deck pier based on single-track transportation based on a single-track transportation method described in this patent is based on a single-track transportation system with no traffic at the first level, maglev traffic at the second level, no traffic at the third level, and rail traffic at the fourth level.
  • the space transport system will be demonstrated.
  • the monorail-based double-layer pier-type space transportation system based on a monorail system described above does not include traffic at the first level, maglev traffic at the second level, traffic at the third level, and rail traffic at the fourth level.
  • the above-mentioned type of double-deck pier based on single-track transportation is a type of double-layer pier with no traffic at the first level, maglev traffic at the second level, no traffic at the third level, and rail traffic at the fourth level.
  • the space transportation system is formed by a combination of maglev monorail transportation and railway transportation.
  • Double-layer pier columns form a four-level space transportation system. There is no traffic on the first level, that is, under the cover beam on the first floor, maglev traffic is on the second level, that is, on the first floor, and the third level is the second floor. There is no installation under the cover beam, and rail traffic is provided on the fourth level, that is, above the cover beam on the second floor.
  • the first pier column A11-14 and the first layer of cover beam B1-14 are consolidated by concrete pouring, and the lower part of the second pier column A12-14 and the first layer of cover beam B1-14 It is consolidated by concrete pouring, and the upper part of the second pier A12-14 and the second-layer cover beam B2-14 are consolidated by concrete pouring.
  • the first pier column A11-14 is provided with a first-layer cover beam B1-14
  • the second pier column A12-14 is provided with a second-layer cover beam B2-14
  • the second-layer cover beam B2-14 is provided with a longitudinal beam Z4- 14.
  • Support the railway carriageway T4-14; the first magnetic levitation track beam C21-14 and the second magnetic levitation track beam C22-14 are connected above the first layer cover beam B1-14 through bearings, and are used for passenger transportation.
  • Maglev passenger rail the railway carriageway T4-14; the first magnetic levitation track beam C21-14 and the second magnetic levitation track beam C22-14 are connected above the first
  • Maglev transportation and railway transportation are set up in the same double-layer pier-pillar system.
  • the increase in traffic levels has improved the capacity of passenger flow transportation in road traffic.
  • Efficient use of low-level space for passenger flow transportation has avoided intensive road passenger flow.
  • a multi-level and multi-standard transportation system improves the efficiency of logistics transportation, makes full use of the vertical space of the road, and avoids the congestion of ground logistics vehicles.
  • a monorail-based double-deck pier-type space transportation system based on monorail transportation with no traffic at the first level, maglev traffic at the second level, no traffic at the third level, and rail traffic at the fourth level can be adequate.
  • a multi-functional integrated transportation system for railway transportation and monorail transportation will be implemented to speed up passenger and logistics operation efficiency and reduce urban construction costs.
  • Embodiment 15 A double-story pier based on single-track transportation with a bottom-open hanging track beam at the first level, maglev traffic at the second level, no traffic at the third level, and straddle-type monorail at the fourth level. Space transportation system.
  • suspension monorail, straddle-type monorail, and maglev transportation are set up to form multiple Standard multi-level space transportation system.
  • the first level that is, the first layer of pier column cover beams is provided with suspended monorail traffic
  • the bottom-open steel box suspension type track beam is used.
  • the second level that is, the first layer of pier column cover beams is provided with magnetic levitation traffic.
  • I-beam magnetic levitation track beam no traffic is set under the third layer, that is, the second layer of pier column cover beam, and the fourth layer is the second layer, that is, above the pier column cover beam, straddle type monorail traffic is adopted, and the concrete straddle type is adopted Track beam. It is planned to set up straddle-type monorail transportation and maglev transportation as passenger rails, and suspension monorail transportation as object rails.
  • a monorail-based monorail based on a first-level bottom-suspended track beam, a second-level magnetically levitated traffic, a third-level non-traffic, and a fourth-level straddle-type monorail based on the present patent are described.
  • the double-layer pier-type space transportation system of traffic is demonstrated.
  • a double-deck pier type based on single-track transportation described above is provided with a bottom-open hanging track beam at the first level, maglev traffic at the second level, no traffic at the third level, and straddle-type monorail at the fourth level.
  • the space transportation system includes the first pier column A11-15, the second pier column A12-15, the second layer cover beam B2-15, the first layer cover beam B1-15, the first straddle type track beam K41-15, the first Two-span track beam K42-15, first maglev track beam C21-15, second maglev track beam C22-15, first bottom-open suspension track beam XD11-15, and second bottom-open suspension track beam XD12-15.
  • the first level is based on a monorail with a bottom-open hanging track beam
  • the second level is maglev traffic
  • the third level is not traffic
  • the fourth level is straddle-type monorail traffic.
  • the double-layer pier-type space transportation system of traffic is formed by a combination of maglev transportation, suspended monorail transportation and straddle-type monorail transportation. Double-layer pier columns form a four-level space transportation system.
  • the first level is the suspended monorail transportation under the first floor cover beam
  • the second level is the magnetic levitation transportation above the first floor cover beam
  • the third level is the first There is no traffic under the cover beam on the second floor
  • straddle-type monorail traffic is provided on the fourth level, above the cover beam on the second floor.
  • the first pier column A11-15 and the first layer cover beam B1-15 are consolidated by concrete pouring, and the lower part of the second pier column A12-15 and the first layer cover beam B1-15 It is consolidated by concrete pouring, and the upper part of the second pier A12-15 and the second-layer cover beam B2-15 are consolidated by concrete pouring.
  • the first pier column A11-15 is provided with a first layer of cover beam B1-15
  • the second pier column A12-15 is provided with a second layer of cover beam B2-15
  • the seat track beam K42-15 is set above the second-layer cover beam B2-15 through a support and used as a straddle-type object or passenger rail
  • the first bottom cover beam B1-15 is used to install the first bottom opening through the support.
  • Suspension track beam XD11-15 and second bottom-open suspension track beam XD12-15 are used as suspension object rails; a first magnetically levitated track beam C21-15 is arranged above the first cover beam B1-15 through a support, The second maglev track beam C22-15 serves as a maglev passenger rail for passenger transportation.
  • Maglev transportation, suspended monorail transportation and straddle-type monorail transportation are set up in the same double-layer pier-pillar system.
  • the increase in traffic levels has improved the passenger transportation capacity in road traffic, and the low-level space is used efficiently Passenger flow transportation to avoid dense road passenger flow and road congestion.
  • a multi-level and multi-standard transportation system improves the efficiency of logistics transportation, makes full use of the vertical space of the road, and avoids the congestion of ground logistics vehicles.
  • a double-deck pier based on monorail is adopted based on the first level, with a bottom-open hanging track beam, the second level with maglev traffic, the third level without traffic, and the fourth level with straddle-type monorail traffic.
  • the column space transportation system can make full use of the city's vertical three-dimensional space, thereby dispersing the urban ground passenger flow and reducing the dense crowding of vehicles; accelerating the logistics efficiency in the city, reducing logistics costs, and reducing the impact of ground logistics vehicles on road traffic.
  • the integration of the three types of monorail transportation will be realized to speed up the operation efficiency of passenger logistics and reduce the cost of urban construction.
  • Embodiment 16 A double-deck pier based on monorail transportation based on monorail transportation without traffic at the first level, straddle-type monorail transportation at the second level, bottom-open suspension rail beams at the third level, and maglev transportation at the fourth level. Space transportation system.
  • the double-layer pier-type space transportation system of traffic is demonstrated.
  • the first layer is a double-deck pier based on single-rail transportation, which is provided with no traffic at the first level, straddle-type monorail transportation at the second level, a bottom-open suspension rail beam at the third level, and maglev transportation at the fourth level.
  • the space transportation system includes the first pier column A11-16, the second pier column A12-16, the second layer cover beam B2-16, the first layer cover beam B1-16, the first straddle type track beam K21-16, the first Two-span track beam K22-16, first magnetically levitated track beam C41-16, second magnetically levitated track beam C42-16, first bottom-open suspension track beam XD31-16, and second bottom-open suspension track beam XD32-16.
  • the first level is based on a monorail without traffic
  • the second level is straddle-type monorail traffic
  • the third level is a bottom-open hanging rail beam
  • the fourth level is maglev-based monorail-based
  • the double-layer pier-type space transportation system of traffic is formed by a combination of maglev transportation, suspended monorail transportation and straddle-type monorail transportation. Double-layer pier columns form a four-level space transportation system. There is no traffic on the first level, that is, under the cover beam on the first floor, and straddle-type monorail traffic is provided on the second level, that is, on the first floor. Suspended monorail traffic is set under the cover beam on the second floor, and maglev traffic is set on the fourth level, above the cover beam on the second floor.
  • the first pier column A11-16 and the first layer cover beam B1-16 are consolidated by concrete pouring, and the lower part of the second pier column A12-16 and the first layer cover beam B1-16 are consolidated. It is consolidated by concrete pouring, and the upper part of the second pier A12-16 and the second-layer cover beam B2-16 are consolidated by concrete pouring.
  • the first pier column A11-16 is provided with a first-layer cover beam B1-16
  • the second pier column A12-16 is provided with a second-layer cover beam B2-16
  • a magnetically levitated track beam C41-16 and a second magnetically levitated track beam C42-16 are used as magnetically levitated passenger rails
  • a second bottom cover beam B2-16 is provided with a first bottom-open suspension track beam XD31-16 and a second
  • the bottom-open hanging track beam XD32-16 is used as a suspended object rail.
  • a first straddle track beam K21-16 and a second straddle track beam K22-16 are provided above the first layer cover beam B1-16. Straddle type rail for logistics transportation.
  • Maglev transportation, suspended monorail transportation and straddle-type monorail transportation are set up in the same double-layer pier-pillar system.
  • the increase in traffic levels has improved the passenger transportation capacity in road traffic, and the use of low-level space for efficient Passenger flow transportation to avoid dense road passenger flow and road congestion.
  • a multi-level and multi-standard transportation system improves the efficiency of logistics transportation, makes full use of the vertical space of the road, and avoids the congestion of ground logistics vehicles.
  • a double-deck pier based on monorail transportation is adopted, with no traffic at the first level, straddle-type monorail traffic at the second level, suspended bottom rail beams at the third level, and maglev traffic at the fourth level.
  • the column space transportation system can make full use of the city's vertical three-dimensional space, thereby dispersing the urban ground passenger flow and reducing the dense crowding of vehicles; accelerating the logistics efficiency in the city, reducing logistics costs, and reducing the impact of ground logistics vehicles on road traffic.
  • the integration of the three types of monorail transportation will be realized to speed up the operation efficiency of passenger logistics and reduce the cost of urban construction.
  • the three-story frame space transportation system based on monorail transportation is described below.
  • Embodiment 17 A first level is not provided with traffic, a second level is provided with maglev traffic, a third level is not provided with traffic, a fourth level is provided with straddle type monorail traffic, a fifth level is provided with no traffic, and a sixth level is provided with road traffic A three-story framework based monorail transportation space transportation system.
  • maglev transportation, straddle-type monorail transportation, and highway transportation are set up in the same three-layer frame stress system.
  • the first layer that is, the first layer of frame cover beams is not provided with traffic
  • the second layer that is, the first layer of frame cover beams is provided with magnetic levitation traffic, and I-beam magnetic levitation track beams are used
  • the third layer is the second No traffic is set under the cover beam of the first floor frame
  • the fourth level is the straddle type monorail traffic above the second level frame cover beam.
  • a steel box straddle rail beam is adopted;
  • the fifth level is below the third layer frame cover beam.
  • No traffic is set up, and road traffic is set above the sixth floor, that is, above the frame cover beam of the third floor. It is planned to set straddle-type monorail transportation as object rail and maglev transportation as passenger rail.
  • a first level without traffic a second level with maglev traffic, a third level with no traffic, a fourth level with straddle-type monorail traffic, and no fifth level with traffic.
  • the monolayer transportation-based space transportation system with a three-layer framework of highway transportation at the sixth level will be demonstrated.
  • the first type has no traffic at the first level, maglev traffic at the second level, no traffic at the third level, straddle-type monorail traffic at the fourth level, no traffic at the fifth level, and road traffic at the sixth level.
  • the three-layer frame-based space transportation system based on monorail transportation includes the first outer-line straddle-type track beam K41-17, the second outer-line straddle-type track beam K44-17, the first inner-line straddle-type track beam K42-17, Two inner track straddle track beams K43-17, first outer track maglev track beam C21-17, second outer track maglev track beam C24-17, first inner track maglev track beam C22-17, second inner track maglev track Beam C23-17, first frame pier A21-17, second frame pier A22-17, third frame pier A23-17, first frame cap beam B1-17, second frame cap beam B2- 17.
  • the third floor frame covers the beam B3-17, the highway lane plate G6-17, and the longitudinal beam Z6-17.
  • the sixth-level monorail transportation-based space transportation system with a three-layer framework for highway transportation is formed by a combination of two types of monorail transportation and highway transportation.
  • the three-story frame forms a six-level space transportation system.
  • the first level is the first level of the frame covered beams, and there is no traffic.
  • the second level is the first level of the cover beams, and the third level is the second level. There is no traffic under the cover beam.
  • the fourth level is the straddle type monorail transportation above the second layer cover beam.
  • the fifth level is the third layer cover beam and there is no traffic.
  • the sixth level is the third layer cover beam.
  • Highway traffic is set above.
  • the first frame pier A21-17 and the first floor cover beam B1-17 are consolidated by concrete pouring, and the lower part of the second frame pier A22-17 and the first floor cover beam B1- 17 is consolidated by concrete pouring, the upper part of the second frame pier A22-17 and the second-layer frame cover beam B2-17 are consolidated by the concrete pouring, the lower part of the third frame pier A23-17 and the second
  • the layer frame cover beam B2-17 is consolidated by concrete pouring, and the upper part of the third frame pier column A23-17 and the third layer frame cover beam B3-17 are poured and consolidated together.
  • a longitudinal beam Z6-17 is arranged above the third-layer frame cover beam B3-17 to support the highway lane plate G6-17 for the operation of the upper highway traffic system;
  • the first outer line straddle track beam K41-17, the first inner line The straddle rail beam K42-17, the second inner rail straddle rail beam K43-17, and the second outer straddle rail beam K44-17 are connected above the second-layer frame cover beam B2-17 through supports, and Straddle-type monorail transportation is set as an object rail as a logistics passage;
  • the maglev track beam C24-17 is connected to the first layer of the frame cover beam B1-17 with a support and used as a passenger rail.
  • a multi-standard, multi-level transportation system improves the efficiency of logistics transportation and avoids the congestion of ground logistics vehicles.
  • a first level is not provided with traffic
  • a second level is provided with maglev traffic
  • a third level is not provided with traffic
  • a fourth level is provided with straddle-type monorail transportation
  • a fifth level is provided with no traffic
  • a sixth level is installed
  • the three-layer frame-based monorail transportation space transportation system of road traffic can make full use of the vertical three-dimensional space of the road, thereby dispersing the road ground passenger flow and reducing the dense crowding of vehicles; speeding up road logistics efficiency, reducing logistics costs, and reducing ground logistics vehicles on the road Impact of traffic.
  • Embodiment 18 A suspension monorail is installed at the first level, a maglev type is installed at the second level, no traffic is provided at the third level, road traffic is installed at the fourth level, no traffic is installed at the fifth level, and a straddle-type monorail is installed at the sixth level.
  • maglev transportation, straddle-type monorail transportation, suspended monorail transportation, and highway transportation are set up in the same three-layer frame stress system.
  • Standard multi-level, three-level frame space transportation system based on monorail transportation.
  • the first level is the suspended monorail traffic under the first-layer frame cover beam, and the bottom-open concrete suspended rail beam is adopted.
  • the second level is the magnetic-levitation traffic above the first-layer frame cover beam.
  • Magnetically levitated track beams no traffic is provided below the third layer, that is, the second layer of the frame cover beam, and no traffic is provided on the fourth layer, that is, above the second layer of the frame cover beam; Traffic is set up, and a straddle-type monorail traffic is set above the third-layer frame cover beam, and a concrete straddle-type track beam is adopted. It is planned to set straddle-type monorail transportation and maglev transportation as passenger rails, and suspension monorail transportation as object rails.
  • a suspension monorail system of the first level a maglev type of the second level, and no traffic of the third level, road traffic of the fourth level, and no traffic of the fifth level are described.
  • a three-layer frame-based space transportation system based on monorail transportation with six-story monorail transportation will be demonstrated.
  • the first type is provided with suspended monorail traffic at the first level, maglev traffic at the second level without traffic at the third level, road traffic at the fourth level, no traffic at the fifth level, and straddle-type monorail at the sixth level.
  • the three-layer frame space transportation system based on monorail transportation for transportation includes the first outer-line straddle-type track beam K61-18, the second outer-line straddle-type track beam K64-18, the first inner-line straddle-type track beam K62-18, the first Two inner track straddle track beams K63-18, first outer track maglev track beam C21-18, second outer track maglev track beam C24-18, first inner track maglev track beam C22-18, second inner track maglev track Beam C23-18, the first outside line suspension track beam XD11-18, the second outside line suspension track beam XD14-18, the first inside line suspension track beam XD12-18, the second inside line suspension track beam XD13-18, the first One frame pier A21-18, second frame pier A22-18, third frame pier A23-18, first frame cover beam B1-18, second frame cover beam B2-18, third frame Cover beam B3-18, highway lane plate G4-18, stringer Z4-18.
  • the first level is set up with suspended monorail traffic
  • the second level is set up with maglev traffic
  • the third level is not set up with traffic
  • the fourth level is set up with road traffic
  • the fifth level is set up without traffic
  • a six-level, monorail-based, three-story frame-based space transportation system with straddle-type monorail transportation is formed by a combination of straddle-type monorail transportation, suspended monorail transportation, highway transportation, and maglev transportation.
  • the three-story frame forms a six-level space transportation system.
  • the first level is the suspended monorail traffic under the first-layer frame cover beam
  • the second level is the magnetic levitated traffic above the first-layer cover beam
  • the third level is the first There is no traffic under the second-layer cover beam
  • the fourth level is the road traffic above the second-layer cover beam
  • the fifth level is no traffic under the third-layer cover beam
  • the sixth level is the third-layer cover beam.
  • Straddle-type monorail transportation is set up above.
  • the first frame pier A21-18 and the first layer cover beam B1-18 are consolidated by concrete pouring, and the lower part of the second frame pier A22-18 and the first layer cover beam B1- 18 is consolidated by concrete pouring, the upper part of the second frame pier A22-18 and the second-layer frame cover beam B2-18 are consolidated by the concrete pouring, the lower part of the third frame pier A23-18 and the second
  • the layer frame cover beam B2-18 is consolidated by concrete pouring, and the upper part of the third frame pier column A23-18 and the third layer frame cover beam B3-18 are poured and consolidated together.
  • the straddle-type track beam K64-18 is used as a passenger rail
  • the second-layer frame cover beam B2-18 is provided with a longitudinal beam Z4-18 to support the highway lane plate G4-18 for the operation of the highway transportation system
  • the first A first outer magnetic levitation track beam C21-18, a first inner magnetic levitation track beam C22-18, a second inner magnetic levitation track beam C23-18 and a second outer magnetic levitation track beam C24 are arranged above the layer frame cover beam B1-18.
  • the second outer line suspension track beam XD14-18 is used as the object track.
  • the same three-layer frame system is set up with four types of transportation systems: straddle-type monorail transportation, highway transportation, maglev transportation, and suspended monorail transportation.
  • the increase of traffic levels improves the capacity of passenger flow transportation in road traffic, efficiently uses low-level space for passenger flow transportation, and avoids dense subway passenger flow and road congestion.
  • a multi-standard, multi-level transportation system improves the efficiency of logistics transportation and avoids the congestion of ground logistics vehicles.
  • the monolayer-based three-layer frame space transportation system based on monorail transportation can make full use of the vertical three-dimensional space, thereby dispersing the ground passenger flow and reducing the dense crowding of vehicles; speeding up logistics efficiency, reducing logistics costs, and reducing the impact of ground logistics vehicles on road traffic .
  • Embodiment 19 There is no traffic at the first level, maglev traffic at the second level, no traffic at the third level, straddle-type monorail traffic at the fourth level, no traffic at the fifth level, and road traffic at the sixth level.
  • a three-story pier-pillar space transportation system based on monorail transportation is planned to be built in the city.
  • Maglev transportation, straddle-type monorail transportation, and highway transportation are set up in the same three-story pier-column bearing system.
  • the first level that is, the first layer of pier column cover beams
  • the second level that is, the first layer of pier column cover beams
  • the third level is There is no traffic under the second-layer pier-column cover beam
  • the fourth level is the straddle-type monorail transportation above the second-level pier-column cover beam.
  • the steel box straddle-type track beam is used; the fifth level is the third-level pier. There is no traffic under the column cover beam, and road traffic is set above the sixth layer, that is, above the pier column cover beam on the third layer. It is planned to set straddle-type monorail transportation as object rail and maglev transportation as passenger rail.
  • a first level without traffic, a second level with maglev traffic, a third level with no traffic, a fourth level with straddle-type monorail traffic, and no fifth level with traffic Three-story pier-type monorail transportation-based space transportation system with highway traffic at the sixth level is used for demonstration.
  • the first type has no traffic at the first level, maglev traffic at the second level, no traffic at the third level, straddle-type monorail traffic at the fourth level, no traffic at the fifth level, and road traffic at the sixth level.
  • the three-story pier-type monorail-based space transportation system includes the first pier A11-19, the second pier A12-19, the third pier A13-19, the third layer cap beam B3-19, and the second Cover beam B2-19, cover beam B1-19, stringer Z6-19, roadway plate G6-19, first straddle track beam K41-19, second straddle track beam K42- 19.
  • the first level is not provided with traffic
  • the second level is provided with maglev traffic
  • the third level is not provided with traffic
  • the fourth level is provided with straddle-type monorail traffic
  • the fifth level is provided with no traffic
  • the sixth-level three-story pier-type monorail-based space transportation system with road traffic is formed by a combination of two types of monorail and road traffic. Three levels of pier columns form a six-level space transportation system. The first level is no traffic under the first floor cover beam, the second level is magnetic levitation traffic above the first floor cover beam, and the third level is the second floor cover.
  • straddle-type monorail traffic is set up on the fourth level, which is above the second-layer cover beam
  • no traffic is set on the fifth level, which is below the third-layer cover beam
  • road traffic is set on the sixth level, which is above the third-layer cover beam.
  • the first pier A11-19 and the first layer of cover beam B1-19 are consolidated by concrete pouring, and the lower part of the second pier A12-19 and the first layer of cover beam B1-19 pass through concrete.
  • Pouring and consolidation the upper part of the second pier A12-19 and the second-layer cover beam B2-19 are consolidated by concrete pouring, and the lower part of the third pier A13-19 and the second-layer cover beam B2-19
  • the concrete is poured and consolidated, and the upper part of the third pier A13-19 and the third-layer cover beam B3-19 are poured and consolidated.
  • the third pier column A13-19 is provided with a third layer cover beam B3-19, the second pier column A12-19 is provided with a second layer cover beam B2-19, and the first pier column A11-19 is provided with a first layer cover beam B1-19;
  • the third floor cover beam B3-19 is provided with a longitudinal beam Z6-19 to support the roadway plate G6-19;
  • the first straddle rail beam K41-19 and the second straddle rail beam K42-19 It is connected above the second-layer cover beam B2-19 through a support, and is used as an object rail;
  • the first magnetic levitation track beam C21-19 and the second magnetic levitation track beam C22-19 are connected to the first-layer cover beam by a support.
  • Above B1-19 it is a maglev passenger rail for passenger transportation.
  • straddle-type monorail transportation, maglev transportation, and highway transportation are set in the same three-story pier-type system.
  • the increase of traffic levels improves the capacity of passenger flow transportation in road traffic, efficiently uses low-level space for passenger flow transportation, and avoids dense subway passenger flow and road congestion.
  • a multi-level, multi-standard transportation system improves the capacity and efficiency of logistics transportation, and avoids the congestion of ground logistics vehicles.
  • a first level is not provided with traffic
  • a second level is provided with maglev traffic
  • a third level is not provided with traffic
  • a fourth level is provided with straddle-type monorail transportation
  • a fifth level is provided with no traffic
  • a sixth level is installed
  • the three-story pier-type monorail-based space transportation system for road traffic can make full use of the vertical three-dimensional space of the road, thereby dispersing road passenger flow on the road and reducing the dense crowding of vehicles; accelerating road logistics efficiency, reducing logistics costs, and reducing ground logistics vehicles Impact on road traffic.
  • multi-functional integration of maglev transportation, straddle-type monorail transportation and highway transportation is realized to accelerate passenger logistics operation efficiency and reduce urban construction costs.
  • Embodiment 20 A suspension monorail system is installed at the first level, a straddle monorail system is installed at the second level, no traffic is installed at the third level, maglev traffic is installed at the fourth level, no traffic is installed at the fifth level, and a sixth level is installed.
  • the steel-concrete combination straddle-type track beam is adopted; no traffic is provided under the third layer, that is, the second layer of pier column cover beam, and the fourth layer is above the second layer of pier, column cover beam, and magnetic levitation traffic is set, using I-beam Magnetically levitated track beams; no traffic is provided below the fifth layer, that is, the third layer of pier column cover beams, and the sixth layer, that is, the third layer, of the pier column cover beams is provided with rail traffic. It is proposed to set straddle-type monorail transportation as object rail, maglev transportation and suspended monorail transportation as passenger rail.
  • a suspension monorail system at the first level a straddling monorail system at the second level, no traffic at the third level, maglev transportation at the fourth level, and A three-story pier-pillar-type space transportation system based on monorail transportation with transportation and sixth-level railway transportation will be demonstrated.
  • the first type is provided with suspended monorail traffic at the first level, straddle type monorail traffic with the second level, no traffic at the third level, maglev traffic at the fourth level, no traffic at the fifth level, and sixth level
  • a monorail-based three-story pier-type space transportation system for railway transportation includes a first pier A11-20, a second pier A12-20, a third pier A13-20, a third pier cover beam B3-20, Two-layer cover beam B2-20, first-layer cover beam B1-20, stringer Z6-20, railway carriageway T6-20, first straddle-type track beam K21-20 and second straddle-type track beam K22- 20.
  • the first level is provided with suspended monorail transportation
  • the second level is provided with straddle-type monorail transportation
  • the third level is not provided with traffic
  • the fourth level is provided with maglev traffic
  • the fifth level is not provided with
  • a three-story pier-pillar space transportation system based on monorail transportation with traffic and sixth-level railway transportation is formed by a combination of three types of monorail transportation and railway transportation.
  • Three-story pier columns form a six-level space transportation system.
  • the first level is the suspended monorail transportation under the first-layer cover beam
  • the second level is the straddle-type monorail transportation above the first-layer cover beam
  • the third level is There is no traffic under the second floor cover beam
  • the fourth level is above the second floor cover beam
  • the fifth level is no traffic below the third floor cover beam
  • the sixth level is above the third floor cover beam. Rail traffic.
  • the first pier A11-20 and the first layer of cover beam B1-20 are consolidated by concrete pouring, and the lower part of the second pier A12-20 and the first layer of cover beam B1-20 pass through concrete.
  • Pouring and consolidation the upper part of the second pier column A12-20 and the second-layer cover beam B2-20 are consolidated by concrete pouring, and the lower part of the third pier column A13-20 and the second-layer cover beam B2-20
  • the concrete is poured and consolidated, and the upper part of the third pier A13-20 and the third-layer cover beam B3-20 are poured and consolidated.
  • the third pier column A13-20 is provided with a third layer cover beam B3-20
  • the second pier column A12-20 is provided with a second layer cover beam B2-20
  • the first pier column A11-20 is provided with a first layer cover beam B1-20
  • the longitudinal beam Z6-20 is set above the third-layer cover beam B3-20 to support the railway carriageway T6-20
  • the first magnetically levitated track beam C41-20 and the second magnetically levitated track beam C42- 20 is connected to the second-layer cover beam B2-20 as a maglev passenger rail for passenger flow transportation
  • the first straddle-type track beam K21-20 and the second straddle-type track beam K22-20 are connected to the first by a support Above the cover beam B1-20, it is used as a straddle type rail for logistics transportation
  • below the first cover beam B1-20, the first suspension track beam X11-20 and the second suspension track beam X12- 20 as a suspended passenger rail for passenger transport.
  • straddle-type monorail transportation, maglev transportation, suspended monorail transportation, and railway transportation are set in the same three-story pier-type system.
  • the increase of traffic levels has improved the capacity of passenger flow transportation in road traffic, and efficient use of low-level space for passenger flow transportation, avoiding dense road passenger flow and road congestion.
  • a multi-level, multi-standard transportation system improves the capacity and efficiency of logistics transportation, and avoids the congestion of ground logistics vehicles.
  • a monorail-based three-story pier-type space transportation system based on monorail transportation can make full use of the vertical three-dimensional space of the road, thereby dispersing road passenger flow on the road and reducing the situation of dense vehicle congestion; speeding up logistics efficiency, reducing logistics costs, and reducing ground logistics vehicles Impact on road traffic.
  • the multi-functional integrated construction of monorail transportation and railway transportation will be realized, the operation efficiency of passenger and logistics will be accelerated, and the cost of urban construction will be reduced.
  • the embodiments described above explain the technical solutions and beneficial effects of this patent, which are only used to explain the rights and not limit the rights.
  • the above are only specific examples of this patent and cannot be used to limit the scope of this patent.
  • the space transportation system based on the monorail transportation described in the above embodiments can be built on the streets within the city, or on the highway between the cities, or in the field, without limiting its use place.
  • the magnetic levitation transportation, suspended monorail transportation, and straddle-type monorail transportation described in the above embodiments can be used as object rails or passenger rails, and the scope of use is not limited.
  • the track beams in the straddle-type monorail transportation, suspended monorail transportation, and magnetic levitation transportation described in the above embodiments are not limited in form and material. Any modification, equivalent replacement, etc. made within the principles of this patent shall be included in the scope of protection of the rights of this patent.

Abstract

一种基于单轨交通的空间运输体系，其包括受力框架体系或受力墩柱体系。受力框架或墩柱体系通过盖梁将空间运输体系分成至少两层（K1、K2），该两层（K1、K2）包括位于盖梁（B-1）下方的奇数层和上方的偶数层，奇数层包含或不包含悬挂式单轨交通，偶数层包括跨座式、磁浮式、公路和铁路交通中的任一种。该空间运输体系包括两种以上的单轨交通或一种以上的单轨交通和其它交通的组合，解决地下客流密集、地面交通拥堵和物流效率较低的问题。

Description

基于单轨交通的空间运输体系 技术领域
本发明涉及一种基于单轨交通的空间运输体系，应用于单轨交通领域。
背景技术
目前，现有的交通体系中单轨交通和高架桥系统都没有充分利用好地面及地上空间，同一个受力体系中存在的交通制式单一。并且悬挂式单轨交通只利用了轨道梁的下部空间，高架桥系统和跨座式单轨交通、磁浮式交通只利用了其上部空间。因此，目前的交通层次少，空间利用率低，客流、物流输送主要由公路承担，效率较低。
针对上述问题，结合申请人的大量试验和经验，从充分利用立体空间、提升客物流效率的角度出发，进行理论分析，最终提出一种基于单轨交通的空间运输体系。
本专利所涉及到的术语定义如下：
层次：指通过将空间分层而得到结构的层次。
低层空间：本专利所述的低层空间指受力框架体系或受力墩柱体系范围内的运输空间。
交通：本专利所述的交通指以单轨交通为基础，在同一受力框架或墩柱体系中组合公路交通和铁路交通形成的交通。
单轨交通：指运行时车辆只由一根轨道梁承载和导向的轨道交通，包括悬挂式单轨交通、跨座式单轨交通、磁浮式交通。
其他交通：本专利所述的其他交通指公路交通和铁路交通。
单制式交通：本专利所述的单制式指在同一受力框架或墩柱体系中只有跨座式单轨交通、悬挂式单轨交通、磁浮式交通中的任意一种单轨交通。
多制式交通：本专利所述的多制式指同一受力框架或墩柱体系中含有多种制式的单轨交通，或者含有一种或多种单轨交通和其他交通的组合。
交通制式：本专利所述的交通制式包括单制式交通和多制式交通。
物流：指货物从一个地方到另一个地方的运输。
客流：指旅客从一个地方到另一个地方的运输。
物轨：专门用于物流运输的单轨交通。
客轨：专门用于客流运输的单轨交通。
悬挂式轨道梁：包括底部开口钢箱悬挂式轨道梁、底部开口混凝土悬挂式轨道梁、工字钢悬挂式轨道梁和钢混组合悬挂式轨道梁。
磁浮式轨道梁：包括钢箱磁浮式轨道梁、混凝土磁浮式轨道梁、工字钢磁浮式轨道梁和钢混组合磁浮式轨道梁。
跨座式轨道梁：包括钢箱跨座式轨道梁、混凝土跨座式轨道梁、钢混组合跨座式轨道梁。
受力框架体系：指支撑单轨交通轨道结构和其他交通结构的门型框架，包括单层框架墩柱和单层框架盖梁、双层框架墩柱和双层框架盖梁、三层框架墩柱和三层框架盖梁。
受力墩柱体系：指支撑单轨交通轨道结构和其他交通结构的墩柱体系，包括单层墩柱和单层盖梁、双层墩柱和双层盖梁、三层墩柱和三层盖梁。
框架墩柱：门型框架的下部承载柱，包括单层框架墩柱、双层单层框架墩柱、三层框架墩柱。
盖梁：墩柱体系顶面的支撑梁或框架墩柱顶面的框架梁统称为盖梁，包括单层框架盖梁、双层框架盖梁、三层框架盖梁、单层墩柱体系的盖梁、双层墩柱体系的盖梁、三层墩柱体系的盖梁。
发明内容
本专利所要解决的问题是：提供一种基于单轨交通的空间运输体系，通过在同一框架体系或者同一墩柱体系中同时设置一种及以上单轨交通，或者设置一种及以上单轨交通和其他交通组合，实现道路立体空间的充分利用，提升道路交通运行效率。解决目前道路交通密集拥堵、城市道路面积不足以承担逐渐增加的交通量、立体空间利用率低以及客流、物流运行效率低下的问题。
本专利解决其问题所采用的方案是：一种基于单轨交通的空间运输体系，其特征在于：所述空间运输体系包括受力框架体系或受力墩柱体系，所述受力框架体系和受力墩柱体系通过盖梁将所述空间运输体系分成至少两个层次，所述至少两个层次包括位于所述盖梁下方的奇数层次和位于所述盖梁上方的偶数层次，所述奇数层次中包含悬挂式单轨交通或不包含悬挂式单轨交通，所述偶数层次中包含跨座式单轨交通、磁浮式交通、公路交通和铁路交通中的任一种或者不包含单轨交通和其他交通；所述空间运输体系包括两种或两种以上的单轨交通，或者包括一种或一种以上的单轨交通和 其他交通的组合。
上述的基于单轨交通的空间运输体系，其特征在于：所述受力框架体系包括单层框架、双层框架或三层框架。
上述的基于单轨交通的空间运输体系，其特征在于：所述单层框架包括第一框架墩柱和第一层框架盖梁；所述双层框架包括第一框架墩柱、第二框架墩柱、第一层框架盖梁和第二层框架盖梁；所述三层框架包括第一框架墩柱、第二框架墩柱、第三框架墩柱、第一层框架盖梁、第二层框架盖梁和第三层框架盖梁；所述第一框架墩柱和第一层框架盖梁之间固结在一起，所述第二框架墩柱下部和第一层框架盖梁固结在一起，第二框架墩柱上部和第二层框架盖梁固结在一起，所述第三框架墩柱下部和第二层框架盖梁固结在一起，第三框架墩柱上部和第三层框架盖梁固结在一起。
上述的基于单轨交通的空间运输体系，其特征在于：所述受力框架体系的奇数层次中的悬挂式单轨交通的轨道梁通过支座连接在框架盖梁的下方；所述受力框架体系的偶数层次中跨座式单轨交通或磁浮式交通的轨道梁通过支座连接在框架盖梁的上方；所述受力框架体系的偶数层次中的公路交通或铁路交通的桥面板通过纵梁支撑在框架盖梁的上方。
上述的基于单轨交通的空间运输体系，其特征在于：所述受力墩柱体系包括单层墩柱体系、双层墩柱体系或三层墩柱体系。
上述的基于单轨交通的空间运输体系，其特征在于：所述单层墩柱体系包括第一墩柱和第一层盖梁；所述双层墩柱体系包括第一墩柱、第二墩柱、第一层盖梁和第二层盖梁；所述三层墩柱体系包括第一墩柱、第二墩柱、第三墩柱、第一层盖梁、第二层盖梁和第三层盖梁；所述第一墩柱和第一层盖梁之间固结在一起，所述第二墩柱下部和第一层盖梁固结在一起，第二墩柱上部和第二层盖梁固结在一起，所述第三墩柱下部和第二层盖梁固结在一起，第三墩柱上部和第三层盖梁固结在一起。
上述的基于单轨交通的空间运输体系，其特征在于：所述受力墩柱体系的奇数层次中的悬挂式单轨交通的轨道梁通过支座连接在盖梁的下方；所述受力墩柱体系的偶数层次中的跨座式单轨交通或磁浮式交通的轨道梁通过支座连接在盖梁的上方；所述受力墩柱体系的偶数层次中的公路交通或铁路交通的桥面板通过纵梁支撑在盖梁的上方。
与现有技术相比，本专利的有益效果是：
1.提升道路交通层次，提升道路竖向立体空间的利用率。
目前交通建设中，高架桥体系、地面道路等对于竖向空间的利用率较低。地面道路或者高架桥，只利用了竖向空间的一侧。在交通的发展中，地面道路的上方空间没有得到充分利用。
本专利通过提出一种基于单轨交通的空间运输体系，通过框架体系或墩柱体系将空间分为多个层次。相比于传统高架体系，本专利所提出的一种基于单轨交通的空间运输体系能有效利用框架盖梁或者墩柱盖梁的上下层空间，提升交通层次。在同样的道路面积下，单轨交通、公路或铁路位于同一断面上，如同城市高楼大厦的建设，充分利用低层空间，可将客流、物流运输能力提升数倍。
2.提升交通运输的效率，分担地面运输量。
随着车辆的增多，目前的道路不足以承担持续增加的交通流量。地面交通拥堵导致通行效率低下，延长了通行时间，而道路的低层空间并未得到充分利用。
本专利通过提出一种基于单轨交通的空间运输体系，采用两种及以上单轨交通的组合，或者采用一种及以上单轨交通与其他交通组合的方式，分担地面与地下交通的运输量，提升通行效率。解决了地面交通拥堵、行车效率低下以及交通低层空间利用率低等问题。
3.建设快速物流通道，增加物流效率、节约物流成本与时间。
目前物流主要通过地面车辆进行运输，运输效率受到路面交通的影响，反过来也影响交通状况。尤其城市内随处可见的各种运送快递的物流车辆，其停放和行驶都影响了正常的交通，而且物流效率也较低。
本专利通过提出一种基于单轨交通的空间运输体系，采用一个或多个层次的运输空间作为物流通道。一方面减少地面物流车辆对交通的影响，另一方面加速物流运输，节约时间与成本。
4.全寿命周期成本效益与可持续发展。
本专利所述的基于单轨交通的空间运输体系，在同一个受力框架体系上修建了多种制式的交通。从全寿命周期成本分析来看，其效益高于普通地面道路的建设，符合可持续发展的理念。
附图说明
图1是一种三层框架分层次作用原理的示意图。
图2是第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通的一种单层框架的基于单轨交通的空间运输体系示意图。
图3是第一层次设置悬挂式单轨交通、第二层次设置公路交通的一种单层框架的基于单轨交通的空间运输体系的示意图。
图4是第一层次设置工字钢悬挂式轨道梁、第二层次设置铁路交通的一种基于单轨交通的单层框架空间运输体系的示意图。
图5是第一层次设置工字钢悬挂式轨道梁、第二层次设置磁浮式交通的一种基于单轨交通的单层框架空间运输体系的示意图。
图6是第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通的一种单层墩柱式的基于单轨交通的空间运输体系的示意图。
图7是第一层次设置悬挂式单轨交通、第二层次设置公路交通的一种单层墩柱式的基于单轨交通的空间运输体系的示意图。
图8是第一层次设置工字钢悬挂式轨道梁、第二层次设置磁浮式交通的一种基于单轨交通的单层墩柱式空间运输体系的示意图。
图9是第一层次设置工字钢悬挂式轨道梁、第二层次设置铁路交通的一种基于单轨交通的单层墩柱式空间运输体系的示意图。
图10是第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通、第三层次不设置交通、第四层次设置公路交通的一种双层框架的基于单轨交通的空间运输体系的示意图。
图11是第一层次不设置交通、第二层次设置跨座式单轨交通、第三层次不设置交通、第四层次设置公路交通的一种基于单轨交通的双层框架空间运输体系的示意图。
图12是第一层次不设置交通、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置跨座式单轨交通的一种基于单轨交通的双层框架空间运输体系的示意图。
图13是第一层次设置底部开口悬挂式轨道梁、第二层次设置跨座式单轨交通、第三层次不设置交通、第四层次设置铁路交通的一种基于单轨交通的双层框架空间运输体系的示意图。
图14是铁路轨道E-12的大样示意图。
图15是第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通、第三层次不设置交通、第四层次设置公路交通的一种双层墩柱式的基于单轨交通的空间运输体系的示意图。
图16是第一层次不设置交通、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置铁路交通的一种基于单轨交通的双层墩柱式空间运输体系的示意图。
图17是第一层次设置底部开口悬挂式轨道梁、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置跨座式单轨交通的一种基于单轨交通的双层墩柱式空间运输体系的示意图。
图18是第一层次不设置交通、第二层次设置跨座式单轨交通、第三层次设置底部开口悬挂式轨道梁、第四层次设置磁浮式交通的一种基于单轨交通的双层墩柱式空间运输体系的示意图。
图19是第一层次不设置交通、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置跨座式单轨交通、第五层次不设置交通、第六层次设置公路交通的一种三层框架的基于单轨交通的空间运输体系的示意图。
图20是第一层次设置悬挂式单轨交通、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置公路交通、第五层次不设置交通、第六层次设置跨座式单轨交通的一种基于单轨交通的三层框架空间运输体系的示意图。
图21是第一层次不设置交通、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置跨座式单轨交通、第五层次不设置交通、第六层次设置公路交通的一种三层墩柱式的基于单轨交通的空间运输体系的示意图。
图22是第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通、第三层次不设置交通、第四层次设置磁浮式交通、第五层次不设置交通、第六层次设置铁路交通的一种基于单轨交通的三层墩柱式空间运输体系的示意图。
本领域技术人员结合以下实施例不难明白图中编号所示的特征，因此不再赘述。
具体实施方式
对本专利的作用原理进行说明。
首先结合图1对基于本专利的所述三层框架的单轨交通的空间运输体系的作用原理进行示范说明。上述的三层框架将空间分为K1层次、K2层次、K3层次、K4层次、K5层次、K6层次共六个层次，第一层盖梁B1下方为第一层次K1层次，第一层盖梁B1上方为第二层次K2层次；第二层盖梁B2下方为第三层次K3层次，第二层盖梁B2上方为第四层次K4层次；第三层盖梁B3下方为第五层次K5层次，第三层盖梁B3上方为第六层次K6层次。利用三层框架将空间分为六个层次，提高道路断面客流及物流量，提高了道路断面客流或物流的运输能力。
从交通制式方面来说，交通制式由原来的单一制式变为多制式的交通体系。提升了交通层次，在一个空间运输体系的断面中，同时存在两种及以上的交通制式，提高 了道路空间的利用率。道路断面的客货运输能力为：
Figure PCTCN2019104237-appb-000001
式中：当j＝1、2、3时，s 1是指公路交通客货运输能力；s 2指铁路交通客货运输能力；s 3指单轨交通客货运输能力。
从客流方面来说，该体系中某道路断面总的客流运输能力按照下式计算：
Figure PCTCN2019104237-appb-000002
式中：当i＝1、2、3、4、5、6时，q 1为K1层次中的交通客流运输能力；q 2为K2层次中的交通客流运输能力；q 3为K3层次中的交通客流运输能力；q 4为K4层次中的交通客流运输能力；q 5为K5层次中的交通客流运输能力；q 6为K6层次中的交通客流运输能力。
相比于单制式交通，基于单轨交通的三层框架空间运输体系形成的六个层次的多制式交通，其客流运输能力和效率都提高了。
从物流方面来说，该体系中某道路断面总物流运输能力按照下式进行计算：
Figure PCTCN2019104237-appb-000003
式中：当i＝1、2、3、4、5、6时，w 1为K1层次中的交通物流运输能力；w 2为K2层次中的交通物流运输能力；w 3为K3层次中的交通物流运输能力；w 4为K4层次中的交通物流运输能力；w 5为K5层次中的交通物流运输能力；w 6为K6层次中的交通物流运输能力。
相比于单制式交通，基于单轨交通的三层框架空间运输体系形成的六个层次的多制式交通，其物流运输能力和效率都提高了。
以上阐述了一种三层框架的基于单轨交通的空间运输体系形成六个层次的多制式交通，提升交通层次、提高客流及物流量对应的作用原理与功能。单层框架、双层框架、单层墩柱、双层墩柱、三层墩柱基于单轨交通的空间运输体系作用原理与此一样将空间分层次，将多制式交通结合到一个空间体系中，提高客流、物流的运输效率。以上作用原理在后面的实施例中就不再赘述。
以下对单层框架的基于单轨交通的空间运输体系进行说明。
实施例1一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通的单 层框架的基于单轨交通的空间运输体系。
拟在某城市内修建一种单层框架的基于单轨交通的空间运输体系，在同一个单层框架受力体系上设置跨座式单轨交通和悬挂式单轨交通。其中，第一层次即框架盖梁的下方设置悬挂式单轨交通，采用底部开口混凝土悬挂式轨道梁，第二层次即框架盖梁的上方设置跨座式单轨交通，采用混凝土跨座式轨道梁。将悬挂式单轨交通作为物轨使用，跨座式单轨交通作为客轨。
结合图2对基于本专利所述的一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通的单层框架的基于单轨交通的空间运输体系进行示范说明。所述的一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通的单层框架的基于单轨交通的空间运输体系包括第一外线悬挂式轨道梁X11-1、第二外线悬挂式轨道梁X14-1和第一内线悬挂式轨道梁X12-1、第二内线悬挂式轨道梁X13-1，第一外线跨座式轨道梁K21-1、第二外线跨座式轨道梁K24-1和第一内线跨座式轨道梁K22-1、第二内线跨座式轨道梁K23-1，第一框架墩柱A21-1以及第一层框架盖梁B-1。
从交通层次方面来说，所述的一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通的单层框架的基于单轨交通的空间运输体系由两种制式单轨交通组合形成。单层框架形成两个层次的空间运输体系，第一层次即框架盖梁的下方设置悬挂式单轨交通，第二层次即盖梁上方设置跨座式单轨交通。
从结构方面来说，第一框架墩柱A21-1和第一层框架盖梁B-1之间采用混凝土浇筑固结在一起。框架盖梁B-1上下两个层次分别设置悬挂式单轨交通轨道梁和跨座式单轨交通轨道梁。第一外线悬挂式轨道梁X11-1、第二外线悬挂式轨道梁X14-1、第一内线悬挂式轨道梁X12-1、第二内线悬挂式轨道梁X13-1是悬挂式单轨主要的承载和导向结构，采用支座将第一外线悬挂式轨道梁X11-1、第二外线悬挂式轨道梁X14-1、第一内线悬挂式轨道梁X12-1、第二内线悬挂式轨道梁X13-1安装在第一框架墩柱A21-1的第一层框架盖梁B-1下方，设置为物轨，作为物流通道；第一外线跨座式轨道梁K21-1、第二外线跨座式轨道梁K24-1、第一内线跨座式轨道梁K22-1、第二内线跨座式轨道梁K23-1是跨座式单轨主要的承载和导向结构，通过支座安装在第一框架墩柱A21-1的第一层框架盖梁B-1上方，设置为客轨，作为客流通道。
从客流方面来说：同一单层框架体系中设置两种制式的单轨交通，交通层次的增加提高了交通中客流效率，高效利用低层空间来进行客流运输，避免地面道路拥堵状况。增加了单层框架体系中跨座式单轨交通所能承担的客流运输量。
从物流方面来说：多制式多层次的交通体系提高了物流运输效率和能力，避免地面物流车辆的拥堵。物流运输能力增加了单层框架体系中悬挂式单轨交通所能承担的物流运输量。
根据以上分析，采用一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通的单层框架的基于单轨交通的空间运输体系可以充分利用道路竖向立体空间，从而分散道路地面客流，减少车辆密集拥堵状况；加快道路物流效率，降低物流成本，减少地面物流车辆对道路交通的影响。与此同时，实现跨座式单轨交通和悬挂式单轨交通的多功能一体化交通体系，加快客物流运行效率以及降低城市建设成本。
实施例2一种第一层次设置悬挂式单轨交通、第二层次设置公路交通的单层框架的基于单轨交通的空间运输体系。
拟在两个城市之间修建一种基于单轨交通的单层框架空间运输体系，在同一个单层框架受力体系上设置公路交通和悬挂式单轨交通。其中，第一层次即框架盖梁的下方设置悬挂式单轨交通，采用底部开口的钢箱悬挂式轨道梁，第二层次即框架盖梁的上方设置公路交通。拟将悬挂式单轨交通的外线轨道梁作为客轨，内线轨道梁作为物轨使用。
结合图3对基于本专利所述的一种第一层次设置悬挂式单轨交通、第二层次设置公路交通的单层框架的基于单轨交通的空间运输体系进行示范说明。所述的一种第一层次设置悬挂式单轨交通、第二层次设置公路交通的单层框架的基于单轨交通的空间运输体系包括第一外线悬挂式轨道梁X11-2、第二外线悬挂式轨道梁X14-2和第一内线悬挂式轨道梁X12-2、第二内线悬挂式轨道梁X13-2，第一框架墩柱A21-2、第一层框架盖梁B-2、纵梁Z2-2、公路行车道板G2-2。
从交通层次方面来说，所述的一种第一层次设置悬挂式单轨交通、第二层次设置公路交通的单层框架的基于单轨交通的空间运输体系由悬挂式单轨交通和公路交通组合形成。单层框架形成两个层次的空间运输体系，第一层次即框架盖梁的下方设置悬挂式单轨交通，第二层次即盖梁上方设置公路交通。
从结构方面来说，第一框架墩柱A21-2和第一层框架盖梁B-2之间采用混凝土浇筑固结在一起。框架盖梁B-2上下两个层次分别设置公路交通和悬挂式单轨交通轨道梁。第一外线悬挂式轨道梁X11-2、第二外线悬挂式轨道梁X14-2和第一内线悬挂式轨道梁X12-2、第二内线悬挂式轨道梁X13-2是悬挂式单轨主要的承载和导向结构，通过支座安装在第一框架墩柱A21-2的第一层框架盖梁B-2下方；将第一外线悬挂式 轨道梁X11-2、第二外线悬挂式轨道梁X14-2设置为客轨，将第一内线悬挂式轨道梁X12-2、第二内线悬挂式轨道梁X13-2设置为物轨，用作物流通道；盖梁上方设置纵梁Z2-2，支撑公路行车道板G2-2，用于上部公路交通体系的运行。
从客流方面来说：同一单层框架体系中设置悬挂式单轨交通和公路交通，交通层次的增加提高了交通中客流效率，高效利用低层空间来进行客流运输，避免地面道路拥堵状况。增加了单层框架体系中两个层次中的公路交通、单轨交通所能承担的客流运输量。
从物流方面来说：多制式多层次的交通体系提高了物流运输能力和效率，避免地面物流车辆的拥堵。物流运输能力增加了单层框架体系中两个层次中的公路交通、单轨交通所能承担的物流运输量。
根据以上分析，采用一种第一层次设置悬挂式单轨交通、第二层次设置公路交通的单层框架的基于单轨交通的空间运输体系可以充分利用竖向立体空间，从而分散地面客流，减少车辆密集拥堵状况；加快物流效率，降低物流成本，减少地面物流车辆对道路交通的影响。与此同时，实现公路交通、悬挂式单轨交通的多功能一体化交通体系，加快客物流运行效率以及降低城市建设成本。
实施例3一种第一层次设置工字钢悬挂式轨道梁、第二层次设置铁路交通的单层框架的基于单轨交通的空间运输体系。
拟在某城市内修建一种基于单轨交通的单层框架空间运输体系，在同一个单层框架的受力体系上设置悬挂式单轨交通和铁路交通。其中，第一层次即第一层框架盖梁的下方设置悬挂式单轨交通，采用工字钢悬挂式轨道梁，第二层次即第一层框架盖梁的上方设置铁路交通。拟将悬挂式单轨交通外线轨道梁设置为客轨，内线轨道梁作为物轨使用。
结合图4对基于本专利所述的一种第一层次设置工字钢悬挂式轨道梁、第二层次设置铁路交通的基于单轨交通的单层框架空间运输体系进行示范说明。上述的体系包括第一外线工字钢悬挂式轨道梁XG11-3、第二外线工字钢悬挂式轨道梁XG14-3、第一内线工字钢悬挂式轨道梁XG12-3、第二内线工字钢悬挂式轨道梁XG13-3、第一框架墩柱A21-3、第一层框架盖梁B-3、纵梁Z2-3、铁路行车道T2-3。
从交通层次方面来说，所述的一种第一层次设置工字钢悬挂式轨道梁、第二层次设置铁路交通的基于单轨交通的单层框架空间运输体系由悬挂式单轨交通和铁路交通组合形成。单层框架形成两个层次的空间运输体系，第一层次即第一层框架盖梁的下 方设置悬挂式单轨交通，第二层次即盖梁上方设置铁路交通。
从结构方面来说，第一框架墩柱A21-3和第一层框架盖梁B-3之间采用混凝土浇筑固结在一起。框架盖梁B-3上下两个层次分别设置铁路和悬挂式单轨交通轨道梁。第一外线工字钢悬挂式轨道梁XG11-3、第二外线工字钢悬挂式轨道梁XG14-3、第一内线工字钢悬挂式轨道梁XG12-3和第二内线工字钢悬挂式轨道梁XG13-3是悬挂式单轨主要的承载和导向结构，通过支座安装在第一框架墩柱A21-3的第一层框架盖梁B-3下方；第一外线工字钢悬挂式轨道梁XG11-3和第二外线工字钢悬挂式轨道梁XG14-3设为客轨，作为客流通道，第一内线工字钢悬挂式轨道梁XG12-3和第二内线工字钢悬挂式轨道梁XG13-3设为物轨，作为物流通道；盖梁上方设置纵梁Z2-3，支撑铁路行车道T2-3，用于上部铁路交通体系的运行。
从客流方面来说：同一单层框架体系中设置悬挂式单轨交通和铁路交通，交通层次的增加提高了交通中客流效率，高效利用低层空间来进行客流运输，避免地面道路拥堵状况。增加了单层框架体系中两个层次中的铁路交通、单轨交通所能承担的客流运输量。
从物流方面来说：设置物轨可以实现道路物流运输效率的提高，避免地面物流车辆的拥堵。物流运输能力增加了单层框架体系中两个层次中的铁路交通、单轨交通所能承担的物流运输量。
根据以上分析，采用一种第一层次设置工字钢悬挂式轨道梁、第二层次设置铁路交通的基于单轨交通的单层框架空间运输体系可以充分利用竖向立体空间，从而分散地面客流，减少车辆密集拥堵状况；加快物流效率，降低物流成本，减少地面物流车辆对道路交通的影响。与此同时，形成包含铁路交通和悬挂式单轨交通的多制式交通体系，加快客物流运行效率以及降低城市建设成本。
实施例4一种第一层次设置工字钢悬挂式轨道梁、第二层次设置磁浮式交通的单层框架的基于单轨交通的空间运输体系。
拟在某城市内修建一种基于单轨交通的单层框架空间运输体系，在同一个单层框架的受力体系上设置悬挂式单轨交通和磁浮式交通。其中，第一层次即第一层框架盖梁的下方设置悬挂式单轨交通，采用工字钢悬挂式轨道梁，第二层次即第一层框架盖梁的上方设置磁浮式交通，采用工字钢磁浮式轨道梁。拟将悬挂式单轨交通设置为物轨，磁浮式交通设置为客轨。
结合图5对基于本专利所述的一种第一层次设置工字钢悬挂式轨道梁、第二层次 设置磁浮式交通的基于单轨交通的单层框架空间运输体系进行示范说明。所述的一种第一层次设置工字钢悬挂式轨道梁、第二层次设置磁浮式交通的基于单轨交通的单层框架空间运输体系包括第一外线工字钢悬挂式轨道梁XG11-4、第二外线工字钢悬挂式轨道梁XG14-4、第一内线工字钢悬挂式轨道梁XG12-4、第二内线工字钢悬挂式轨道梁XG13-4、第一外线磁浮式轨道梁C21-4、第二外线磁浮式轨道梁C24-4、第一内线磁浮式轨道梁C22-4、第二内线磁浮式轨道梁C23-4，以及第一框架墩柱A21-4、第一层框架盖梁B-4。
从交通层次方面来说，所述的一种第一层次设置工字钢悬挂式轨道梁、第二层次设置磁浮式交通的基于单轨交通的单层框架空间运输体系由磁浮式交通和悬挂式单轨交通组合形成。单层框架形成两个层次的空间运输体系，第一层次即第一层框架盖梁的下方设置悬挂式单轨交通，第二层次即盖梁上方设置磁浮式交通。
从结构方面来说，第一框架墩柱A21-4和第一层框架盖梁B-4之间采用混凝土浇筑固结在一起。框架盖梁B-4上下两个层次分别设置悬挂式单轨交通轨道梁和磁浮式交通轨道梁。第一外线工字钢悬挂式轨道梁XG11-4、第二外线工字钢悬挂式轨道梁XG14-4、第一内线工字钢悬挂式轨道梁XG12-4、第二内线工字钢悬挂式轨道梁XG13-4是悬挂式单轨主要的承载和导向结构，通过支座安装在第一框架墩柱A21-4的第一层框架盖梁B-4下方，设置为物轨，作为物流通道；第一外线磁浮式轨道梁C21-4、第一内线磁浮式轨道梁C22-4、第二内线磁浮式轨道梁C23-4、第二外线磁浮式轨道梁C24-4是磁浮式单轨主要的承载和导向结构，通过支座安装在第一框架墩柱A21-4的第一层框架盖梁B-4上方，设置为客轨，作为客流通道。
从客流方面来说：同一单层框架体系中设置两种制式的单轨交通，交通层次的增加提高了道路交通中客流效率，高效利用低层空间来进行客流运输，避免地面道路拥堵状况。增加了单层框架体系中两个层次中的磁浮式交通所能承担的客流运输量。
从物流方面来说：设置物轨可以实现道路的物流运输效率的提高，避免地面物流车辆的拥堵。物流运输能力增加了单层框架体系中两个层次空间运输中的悬挂式单轨交通所能承担的物流运输量。
根据以上分析，采用一种第一层次设置工字钢悬挂式轨道梁、第二层次设置磁浮式交通的基于单轨交通的单层框架空间运输体系可以充分利用竖向立体空间，从而分散地面客流，减少车辆密集拥堵状况；加快物流效率，降低物流成本，减少地面物流车辆对道路交通的影响。与此同时，形成包含磁浮式交通和悬挂式单轨交通的多制式 交通体系，加快客物流运行效率以及降低城市建设成本。
以下对基于单轨交通的单层墩柱式空间运输体系进行说明。
实施例5一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通的单层墩柱式的基于单轨交通的空间运输体系。
拟在某城市内修建一种基于单轨交通的单层墩柱式空间运输体系，在同一个单层墩柱受力体系中设置悬挂式单轨交通和跨座式单轨交通。其中，第一层次即盖梁的下方设置悬挂式单轨交通，采用钢混组合悬挂式轨道梁，第二层次即盖梁的上方设置跨座式单轨交通，采用混凝土跨座式轨道梁。将悬挂式单轨交通作为物轨使用，跨座式单轨交通作为客轨。
结合图6对基于本专利所述的一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通的单层墩柱式的基于单轨交通的空间运输体系进行示范说明。所述的一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通的单层墩柱式的基于单轨交通的空间运输体系包括第一墩柱A11-5、第一层盖梁B-5、第一跨座式轨道梁K21-5和第二跨座式轨道梁K22-5、第一悬挂式轨道梁X11-5和第二悬挂式轨道梁X12-5。
从交通层次方面来说，所述的一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通的单层墩柱式的基于单轨交通的空间运输体系由两种制式单轨交通组合形成。单层墩柱形成两个层次的空间运输体系，第一层次即墩柱盖梁的下方设置悬挂式单轨交通，第二层次即盖梁上方设置跨座式单轨交通。
从结构方面来说，第一墩柱A11-5和第一层盖梁B-5之间采用混凝土浇筑固结在一起。盖梁B-5上下两个层次分别设置悬挂式单轨交通轨道梁和跨座式单轨交通轨道梁。第一墩柱A11-5上设置第一层盖梁B-5，通过支座支撑第一跨座式轨道梁K21-5和第二跨座式轨道梁K22-5，作为跨座式的客轨；第一层盖梁B-5下方通过支座安装第一悬挂式轨道梁X11-5和第二悬挂式轨道梁X12-5，作为悬挂式的物轨。
从客流方面来说：盖梁上下方均设置了单轨交通，交通层次的增加提高了道路交通中客流运输能力，高效利用低层空间来进行客流运输，避免地铁客流密集以及道路拥堵状况。
从物流方面来说：多层次多制式的交通提高了物流效率，不占用地面交通道路，避免与地面物流车辆的拥堵。
根据以上分析，采用一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单 轨交通的单层墩柱式的基于单轨交通的空间运输体系可以充分利用道路竖向立体空间，从而分散道路地面客流，减少车辆密集拥堵状况；加快道路物流效率，降低物流成本，减少地面物流车辆对道路交通的影响。与此同时，实现跨座式单轨交通和悬挂式单轨交通多功能一体化建设，加快客物流运行效率以及降低城市建设成本。
实施例6一种第一层次设置悬挂式单轨交通、第二层次设置公路交通的单层墩柱式的基于单轨交通的空间运输体系。
拟在两个城市之间修建一种基于单轨交通的单层墩柱式空间运输体系，在同一个单层墩柱受力体系中设置悬挂式单轨交通和公路交通。其中，第一层次即墩柱盖梁的下方设置悬挂式单轨交通，采用底部开口的钢箱悬挂式轨道梁，第二层次即墩柱盖梁的上方设置公路交通。拟将悬挂式单轨交通作为物轨使用。
结合图7对基于本专利所述的一种第一层次设置悬挂式单轨交通、第二层次设置公路交通的单层墩柱式的基于单轨交通的空间运输体系进行示范说明。所述的一种第一层次设置悬挂式单轨交通、第二层次设置公路交通的单层墩柱式的基于单轨交通的空间运输体系包括第一墩柱A11-6、第一层盖梁B-6、第一悬挂式轨道梁X11-6和第二悬挂式轨道梁X12-6、纵梁Z2-6、公路行车道板G2-6。
从交通层次方面来说，所述的一种第一层次设置悬挂式单轨交通、第二层次设置公路交通的单层墩柱式的基于单轨交通的空间运输体系由悬挂式单轨交通和公路交通组合形成。单层墩柱形成两个层次的空间运输体系，第一层次即墩柱盖梁的下方设置悬挂式单轨交通，第二层次即盖梁上方设置公路交通。
从结构方面来说，第一墩柱A11-6和第一层盖梁B-6之间采用混凝土浇筑固结在一起。盖梁B-6上下两个层次分别设置悬挂式单轨交通轨道梁和公路交通。第一墩柱A11-6上设置第一层盖梁B-6；第一层盖梁B-6上方设置纵梁Z2-6，支撑公路行车道板G2-6；第一层盖梁B-6下方通过支座安装第一悬挂式轨道梁X11-6和第二悬挂式轨道梁X12-6，作为悬挂式的物轨。
从客流方面来说：交通层次的增加提高了道路交通中客流运输能力，高效利用低层空间来进行客流运输，避免地铁客流密集以及道路拥堵状况。
从物流方面来说：多制式多层次的交通体系提高了物流运输能力和效率，避免地面物流车辆的拥堵。
根据以上分析，采用一种第一层次设置悬挂式单轨交通、第二层次设置公路交通的单层墩柱式的基于单轨交通的空间运输体系可以充分利用道路竖向立体空间，从而 分散道路地面客流，减少车辆密集拥堵状况；加快道路物流效率，降低物流成本，减少地面物流车辆对道路交通的影响。
实施例7一种第一层次设置工字钢悬挂式轨道梁、第二层次为磁浮式交通的单层墩柱式的基于单轨交通的空间运输体系。
拟在某城市内修建一种基于单轨交通的单层墩柱式空间运输体系，在同一个受力的单层墩柱体系中设置悬挂式单轨交通和磁浮式交通。其中，第一层次即墩柱盖梁的下方设置悬挂式单轨交通，采用工字钢悬挂式轨道梁，第二层次即墩柱盖梁的上方设置磁浮式交通，采用工字钢磁浮式轨道梁。拟将悬挂式单轨交通设置为物轨，磁浮式交通设置为客轨。
结合图8对基于本专利所述的一种第一层次设置工字钢悬挂式轨道梁、第二层次为磁浮式交通的基于单轨交通的单层墩柱式空间运输体系进行示范说明。所述的一种第一层次设置工字钢悬挂式轨道梁、第二层次为磁浮式交通的基于单轨交通的单层墩柱式空间运输体系包括第一墩柱A11-7、第一层盖梁B-7、第一工字钢悬挂式轨道梁XG11-7和第二工字钢悬挂式轨道梁XG12-7、第一磁浮式轨道梁C21-7和第二磁浮式轨道梁C22-7。
从交通层次方面来说，所述的一种第一层次设置工字钢悬挂式轨道梁、第二层次为磁浮式交通的基于单轨交通的单层墩柱式空间运输体系由两种制式单轨交通组合形成。单层墩柱形成两个层次的空间运输体系，第一层次即墩柱盖梁的下方设置悬挂式单轨交通，第二层次即盖梁上方设置磁浮式交通。
从结构方面来说，第一墩柱A11-7和第一层盖梁B-7之间采用混凝土浇筑固结在一起。盖梁上下两个层次分别设置悬挂式单轨交通轨道梁和磁浮式交通轨道梁。第一墩柱A11-7上设置第一层盖梁B-7，通过支座支撑第一磁浮式轨道梁C21-7和第二磁浮式轨道梁C22-7，作为客轨使用；采用支座将第一工字钢悬挂式轨道梁XG11-7和第二工字钢悬挂式轨道梁XG12-7安装在第一层盖梁B-7下方，作为物流运输的悬挂式物轨。
从客流方面来说：磁浮和悬挂式两种交通制式并存于同一个墩柱体系中，交通层次的增加提高了道路交通中客流运输能力，高效利用低层空间来进行客流运输，避免道路客流密集以及道路拥堵状况。
从物流方面来说：多层次多制式的交通提高了物流效率与能力，避免地面物流车辆的拥堵。
根据以上分析，采用一种第一层次设置工字钢悬挂式轨道梁、第二层次为磁浮式交通的基于单轨交通的单层墩柱式空间运输体系可以充分利用道路竖向立体空间，从而分散道路地面客流，减少车辆密集拥堵状况；加快城市内物流效率，降低物流成本，减少地面物流车辆对道路交通的影响。与此同时，实现磁浮式交通和悬挂式单轨交通多功能一体化建设，加快客物流运行效率以及降低城市建设成本。
实施例8一种第一层次设置工字钢悬挂式轨道梁、第二层次为铁路交通的单层墩柱式的基于单轨交通的空间运输体系。
拟在某城市内修建一种基于单轨交通的单层墩柱式空间运输体系，在同一个受力的单层墩柱体系中设置悬挂式单轨交通和铁路交通。其中，第一层次即墩柱盖梁的下方设置悬挂式单轨交通，采用工字钢悬挂式轨道梁，第二层次即墩柱盖梁的上方设置铁路交通。拟将悬挂式单轨交通作为客轨使用。
结合图9对基于本专利所述的一种第一层次设置工字钢悬挂式轨道梁、第二层次为铁路交通的基于单轨交通的单层墩柱式空间运输体系进行示范说明。所述的一种第一层次设置工字钢悬挂式轨道梁、第二层次为铁路交通的基于单轨交通的单层墩柱式空间运输体系包括第一墩柱A11-8、第一层盖梁B-8、第一工字钢悬挂式轨道梁XG11-8和第二工字钢悬挂式轨道梁XG12-8、纵梁Z2-8、铁路行车道T2-8。
从交通层次方面来说，所述的一种第一层次设置工字钢悬挂式轨道梁、第二层次为铁路交通的基于单轨交通的单层墩柱式空间运输体系由悬挂式单轨交通和铁路组合形成。单层墩柱形成两个层次的空间运输体系，第一层次即墩柱盖梁的下方设置悬挂式单轨交通，第二层次即盖梁上方设置铁路交通。
从结构方面来说，第一墩柱A11-8和第一层盖梁B-8之间采用混凝土浇筑固结在一起。第一层盖梁B-8上下两个层次分别设置铁路交通和悬挂式单轨交通轨道梁。第一墩柱A11-8上设置第一层盖梁B-8；第一层盖梁B-8上方设置纵梁Z2-8，支撑铁路行车道T2-8；通过支座将第一工字钢悬挂式轨道梁XG11-8和第二工字钢悬挂式轨道梁XG12-8连接在第一层盖梁B-8下方，可以作为物轨或者作为客轨使用。
从客流方面来说：铁路与单轨交通组合在一个墩柱体系中，交通层次的增加提高了道路交通中客流运输能力，高效利用低层空间来进行客流运输，避免道路客流密集以及道路拥堵状况。
从物流方面来说：交通层次提高，物流运输的能力和效率均提高了。上部铁路可以分担一部分的物流，避免地面道路物流车辆的拥堵。
根据以上分析，采用一种第一层次设置工字钢悬挂式轨道梁、第二层次为铁路交通的基于单轨交通的单层墩柱式空间运输体系可以充分利用道路竖向立体空间，从而分散道路地面客流，减少车辆密集拥堵状况；加快城市内物流效率，降低物流成本，减少地面物流车辆对道路交通的影响。与此同时，实现铁路交通和悬挂式单轨交通多功能一体化，加快客物流运行效率以及降低城市建设成本。
以下对双层框架的基于单轨交通的空间运输体系进行说明。
实施例9一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通、第三层次不设置交通、第四层次设置公路交通的双层框架的基于单轨交通的空间运输体系。
拟在某城市内修建一种双层框架的基于单轨交通的空间运输体系，在同一个双层框架受力体系中设置悬挂式单轨交通、跨座式单轨交通和公路交通。其中，第一层次即第一层框架盖梁的下方设置悬挂式单轨交通，采用底部开口的混凝土悬挂式轨道梁，第二层次即第一层框架盖梁的上方设置跨座式单轨交通，采用混凝土跨座式轨道梁，第三层次即第二层框架盖梁的下方不设置交通，第四层次即第二层框架盖梁的上方设置公路交通。拟将悬挂式单轨交通作为物轨使用，跨座式单轨交通作为客轨。
结合图10对基于本专利所述的一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通、第三层次不设置交通、第四层次设置公路交通的双层框架的基于单轨交通的空间运输体系进行示范说明。所述的一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通、第三层次不设置交通、第四层次设置公路交通的双层框架的基于单轨交通的空间运输体系包括第一外线悬挂式轨道梁X11-9、第二外线悬挂式轨道梁X14-9、第一内线悬挂式轨道梁X12-9、第二内线悬挂式轨道梁X13-9、第一外线跨座式轨道梁K21-9、第二外线跨座式轨道梁K24-9、第一内线跨座式轨道梁K22-9、第二内线跨座式轨道梁K23-9，以及第一框架墩柱A21-9、第二框架墩柱A22-9、第一层框架盖梁B1-9、第二层框架盖梁B2-9、公路行车道板G4-9、纵梁Z4-9。
从交通层次方面来说，所述的一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通、第三层次不设置交通、第四层次设置公路交通的双层框架的基于单轨交通的空间运输体系由悬挂式单轨交通、跨座式单轨交通和公路交通组合形成。双层框架形成四个层次的空间运输体系，第一层次即第一层框架盖梁的下方设置悬挂式单轨交通，第二层次即第一层盖梁上方设置跨座式单轨交通.，第三层次即第二层盖梁的下方不设置，第四层次即第二层盖梁的上方设置公路交通。
从结构方面来说，第一框架墩柱A21-9和第一层框架盖梁B1-9之间通过混凝土浇筑固结在一起，第二框架墩柱A22-9的下部和第一层框架盖梁B1-9通过混凝土浇筑固结在一起，第二框架墩柱A22-9的上部和第二层框架盖梁B2-9通过混凝土浇筑固结在一起。第一外线悬挂式轨道梁X11-9、第二外线悬挂式轨道梁X14-9、第一内线悬挂式轨道梁X12-9、第二内线悬挂式轨道梁X13-9是悬挂式单轨主要的承载和导向结构，通过支座安装在第一框架墩柱A21-9的第一层框架盖梁B1-9下方，设置为物轨，作为物流通道；第一外线跨座式轨道梁K21-9、第二外线跨座式轨道梁K24-9、第一内线跨座式轨道梁K22-9、第二内线跨座式轨道梁K23-9是跨座式单轨主要的承载和导向结构，通过支座安装在第一框架墩柱A21-9的第一层框架盖梁B1-9上方，设置为客轨，作为客流通道；第二层框架盖梁B2-9上方设置纵梁Z4-9，支撑公路行车道板G4-9，用于上部公路交通体系的运行。
从客流方面来说：同一个双层框架体系中存在两种制式的单轨交通以及公路交通。交通层次的增加提高了道路交通中客流运输能力，高效利用低层空间来进行客流运输，避免地铁客流密集以及道路拥堵状况。
从物流方面来说：设置物轨可以提高物流运输效率，避免地面物流车辆的拥堵。
根据以上分析，采用一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通、第三层次不设置交通、第四层次设置公路交通的双层框架的基于单轨交通的空间运输体系可以充分利用道路竖向立体空间，从而分散道路地面客流，减少车辆密集拥堵状况；加快道路物流效率，降低物流成本，减少地面物流车辆对道路交通的影响。与此同时，实现单轨交通和公路交通的多功能一体化交通体系，加快客物流运行效率以及降低城市建设成本。
实施例10一种第一层次不设置交通、第二层次为跨座式单轨交通、第三层次不设置交通、第四层次为公路交通的基于单轨交通的双层框架空间运输体系。
拟在两个城市之间修建一种基于单轨交通的双层框架空间运输体系，在同一个受力的双层框架体系上设置跨座式单轨交通、公路交通，形成多制式多层次的双层框架空间运输体系。其中，第一层次即第一层框架盖梁的下方不设置交通，第二层次即第一层框架盖梁的上方设置跨座式单轨交通，采用混凝土跨座式轨道梁，第三层次即第二层框架盖梁的下方不设置交通，第四层次即第二层框架盖梁的上方设置公路交通。拟将跨座式单轨交通内线轨道设为物轨，外线轨道作为客轨。
结合图11对基于本专利所述的一种第一层次不设置交通、第二层次为跨座式单 轨交通、第三层次不设置交通、第四层次为公路交通的基于单轨交通的双层框架空间运输体系进行示范说明。所述的一种第一层次不设置交通、第二层次为跨座式单轨交通、第三层次不设置交通、第四层次为公路交通的基于单轨交通的双层框架空间运输体系包括第一外线跨座式轨道梁K21-10、第二外线跨座式轨道梁K24-10和第一内线跨座式轨道梁K22-10、第二内线跨座式轨道梁K23-10，以及第一框架墩柱A21-10、第二框架墩柱A22-10、第一层框架盖梁B1-10、第二层框架盖梁B2-10、公路行车道板G4-10、纵梁Z4-10。
从交通层次方面来说，所述的一种第一层次不设置交通、第二层次为跨座式单轨交通、第三层次不设置交通、第四层次为公路交通的基于单轨交通的双层框架空间运输体系由悬挂式单轨交通、跨座式单轨交通和公路交通组合形成。双层框架形成四个层次的空间运输体系，第一层次即第一层框架盖梁的下方不设置，第二层次即第一层盖梁上方设置跨座式单轨交通，第三层次即第二层盖梁下方不设置，第四层次即第二层盖梁上方设置公路交通。
从结构方面来说，第一框架墩柱A21-10和第一层框架盖梁B1-10之间通过混凝土浇筑固结在一起，第二框架墩柱A22-10的下部和第一层框架盖梁B1-10通过混凝土浇筑固结在一起，第二框架墩柱A22-10的上部和第二层框架盖梁B2-10通过混凝土浇筑固结在一起。第一外线跨座式轨道梁K21-10、第二外线跨座式轨道梁K24-10、第一内线跨座式轨道梁K22-10、第二内线跨座式轨道梁K23-10是跨座式单轨主要的承载和导向结构，通过支座安装在第一框架墩柱A21-10的第一层框架盖梁B1-10上方；第一外线跨座式轨道梁K21-10、第二外线跨座式轨道梁K24-10设为客轨，作为城市客流通道；第一内线跨座式轨道梁K22-10、第二内线跨座式轨道梁K23-10设置为物轨，作为城市内物流通道；第二层框架盖梁B2-10上方设置纵梁Z4-10，支撑公路行车道板G4-10，用于上部公路交通体系的运行。
从客流方面来说：同一个双层框架体系中存在单轨交通和公路交通。交通层次的增加提高了交通中客流运输能力，高效利用低层空间来进行客流运输，避免道路客流密集以及道路拥堵状况。
从物流方面来说：多层次多制式交通提高了物流运输效率，避免地面物流车辆的拥堵。
根据以上分析，采用一种第一层次不设置交通、第二层次为跨座式单轨交通、第三层次不设置交通、第四层次为公路交通的基于单轨交通的双层框架空间运输体系可 以充分利用竖向立体空间，从而分散地面客流，减少车辆密集拥堵状况；加快物流效率，降低物流成本，减少地面物流车辆对道路交通的影响。与此同时，实现公路交通和跨座式单轨交通的多功能一体化交通体系，加快客物流运行效率以及降低城市建设成本。
实施例11一种第一层次不设置交通、第二层次为磁浮式交通、第三层次不设置交通、第四层次为跨座式单轨交通的基于单轨交通的双层框架空间运输体系。
拟在城市之间修建一种基于单轨交通的双层框架空间运输体系，在同一个受力的双层框架体系上设置磁浮式交通、跨座式单轨交通，形成多制式多层次的双层框架空间运输体系。其中，第一层次即第一层框架盖梁的下方不设置交通，第二层次即第一层框架盖梁的上方设置磁浮式交通，采用工字钢磁浮式轨道梁，第三层次即第二层框架盖梁的下方不设置交通，第四层次即第二层框架盖梁的上方设置跨座式单轨交通，采用钢箱跨座式轨道梁。拟将跨座式单轨交通设置为物轨，磁浮式交通设置为客轨。
结合图12对基于本专利所述的一种第一层次不设置交通、第二层次为磁浮式交通、第三层次不设置交通、第四层次为跨座式单轨交通的基于单轨交通的双层框架空间运输体系进行示范说明。所述的一种第一层次不设置交通、第二层次为磁浮式交通、第三层次不设置交通、第四层次为跨座式单轨交通的基于单轨交通的双层框架空间运输体系包括第一外线跨座式轨道梁K41-11、第二外线跨座式轨道梁K44-11、第一内线跨座式轨道梁K42-11、第二内线跨座式轨道梁K43-11、第一外线跨座式轨道梁C21-11、第二外线跨座式轨道梁C24-11、第一内线跨座式轨道梁C22-11、第二内线跨座式轨道梁C23-11，以及第一框架墩柱A21-11和第二框架墩柱A22-11、第一层框架盖梁B1-11和第二层框架盖梁B2-11。
从交通层次方面来说，所述的一种第一层次不设置交通、第二层次为磁浮式交通、第三层次不设置交通、第四层次为跨座式单轨交通式的基于单轨交通的双层框架空间运输体系由跨座式单轨交通和磁浮式交通组合形成。双层框架形成四个层次的空间运输体系，第一层次即第一层框架盖梁的下方不设置，第二层次即第一层盖梁上方设置磁浮式交通.，第三层次即第二层盖梁的下方不设置，第四层次即第二层盖梁的上方设置跨座式单轨交通。
从结构方面来说，第一框架墩柱A21-11和第一层框架盖梁B1-11之间通过混凝土浇筑固结在一起，第二框架墩柱A22-11的下部和第一层框架盖梁B1-11通过混凝土浇筑固结在一起，第二框架墩柱A22-11的上部和第二层框架盖梁B2-11通过混凝土浇 筑固结在一起。第一外线跨座式轨道梁K41-11、第二外线跨座式轨道梁K44-11、第一内线跨座式轨道梁K42-11、第二内线跨座式轨道梁K43-11是跨座式单轨主要的承载和导向结构，通过支座设置在第二框架墩柱A22-11的第二层框架盖梁B2-11上方，设置为物轨，作为物流通道；第一层框架盖梁B1-11上方通过支座设置第一外线磁浮式轨道梁C21-11、第一内线磁浮式轨道梁C22-11、第二内线磁浮式轨道梁C23-11、第二外线磁浮式轨道梁C24-11，用于磁浮式交通运行，作为客轨使用。
从客流方面来说：同一个双层框架体系中存在两种制式单轨交通。交通层次的增加提高了交通中客流运输能力，高效利用低层空间来进行客流运输，避免道路客流密集以及道路拥堵状况。
从物流方面来说：多制式交通中设置物轨提高物流运输效率和能力，避免地面物流车辆的拥堵。
根据以上分析，采用一种第一层次不设置交通、第二层次为磁浮式交通、第三层次不设置交通、第四层次为跨座式单轨交通式的基于单轨交通的双层框架空间运输体系可以充分利用竖向立体空间，从而分散地面客流，减少车辆密集拥堵状况；加快道路的物流效率，降低物流成本，减少地面物流车辆对道路交通的影响。与此同时，实现跨座式单轨交通和磁浮式交通的多功能一体化交通体系，加快客物流运行效率以及降低城市建设成本。
实施例12一种第一层次设置底部开口悬挂式轨道梁、第二层次为跨座式单轨交通、第三层次不设置交通、第四层次为铁路交通的基于单轨交通的双层框架空间运输体系。
拟在城市之间修建一种基于单轨交通的双层框架空间运输体系，在同一个受力的双层框架体系上设置悬挂式单轨交通、跨座式单轨交通、铁路交通，形成多制式多层次的双层框架空间运输体系。其中，第一层次即第一层框架盖梁的下方设置悬挂式单轨交通，采用底部开口钢箱悬挂式轨道梁，第二层次即第一层框架盖梁的上方设置跨座式单轨交通，采用混凝土跨座式轨道梁，第三层次即第二层框架盖梁的下方不设置交通，第四层次即第二层框架盖梁的上方设置铁路交通。拟将悬挂式单轨交通设置为物轨，跨座式设置为客轨。
结合图13、图14对基于本专利所述的一种第一层次设置底部开口悬挂式轨道梁、第二层次为跨座式单轨交通、第三层次不设置交通、第四层次为铁路交通的基于单轨交通的双层框架空间运输体系进行示范说明。所述的一种第一层次设置底部开口悬挂 式轨道梁、第二层次为跨座式单轨交通、第三层次不设置交通、第四层次为铁路交通的基于单轨交通的双层框架空间运输体系包括第一外线底部开口悬挂式轨道梁XD11-12、第二外线底部开口悬挂式轨道梁XD14-12、第一内线底部开口悬挂式轨道梁XD12-12、第二内线底部开口悬挂式轨道梁XD13-12、第一外线跨座式轨道梁K21-12、第二外线跨座式轨道梁K24-12、第一内线跨座式轨道梁K22-12、第二内线跨座式轨道梁K23-12，以及第一框架墩柱A21-12和第二框架墩柱A22-12、第一层框架盖梁B1-12和第二层框架盖梁B2-12、铁路行车道T4-12、纵梁Z4-12。由于附图尺寸限制，图13中铁路轨道不甚清晰。因此，图14为铁路轨道的E-12大样示意图，E1为铁路轨道板，E2为钢轨，E3为轨道承台。以下包含铁路的实施例附图中不再赘述。
从交通层次方面来说，所述的一种第一层次设置底部开口悬挂式轨道梁、第二层次为跨座式单轨交通、第三层次不设置交通、第四层次为铁路交通的基于单轨交通的双层框架空间运输体系由悬挂式单轨交通、跨座式单轨交通和铁路交通组合形成。双层框架形成四个层次的空间运输体系，第一层次即第一层框架盖梁的下方设置悬挂式单轨交通，第二层次即第一层盖梁上方设置跨座式单轨交通.，第三层次即第二层盖梁的下方不设置，第四层次即第二层盖梁的上方设置铁路交通。
从结构方面来说，第一框架墩柱A21-12和第一层框架盖梁B1-12之间通过混凝土浇筑固结在一起，第二框架墩柱A22-12的下部和第一层框架盖梁B1-12通过混凝土浇筑固结在一起，第二框架墩柱A22-12的上部和第二层框架盖梁B2-12通过混凝土浇筑固结在一起。第一外线底部开口悬挂式轨道梁XD11-12、第二外线底部开口悬挂式轨道梁XD14-12、第一内线底部开口悬挂式轨道梁XD12-12、第二内线底部开口悬挂式轨道梁XD13-12是悬挂式单轨主要的承载和导向结构，通过支座安装在第一墩柱A21-12的第一层盖梁B1-12下方，设为物轨，作为物流通道；第一外线跨座式轨道梁K21-12、第二外线跨座式轨道梁K24-12、第一内线跨座式轨道梁K22-12、第二内线跨座式轨道梁K23-12是跨座式单轨主要的承载和导向结构，通过支座设置在第一框架墩柱A21-12的第一层框架盖梁B1-12上方，设置为客轨；第二层框架盖梁B2-12上方设置纵梁Z4-12，支撑铁路行车道T4-12，用于上部铁路交通体系的运行。
从客流方面来说：同一个双层框架体系中存在两种制式的单轨交通以及铁路交通。交通层次的增加提高了交通中客流运输能力，高效利用低层空间来进行客流运输，避免道路客流密集以及道路拥堵状况。
从物流方面来说：多层次多制式的交通提高了物流运输的效率，避免地面物流车 辆的拥堵。
根据以上分析，采用一种第一层次设置底部开口悬挂式轨道梁、第二层次为跨座式单轨交通、第三层次不设置交通、第四层次为铁路交通的基于单轨交通的双层框架空间运输体系可以充分利用竖向立体空间，从而分散地面客流，减少车辆密集拥堵状况；加快道路的物流效率，降低物流成本，减少地面物流车辆对道路交通的影响。与此同时，实现铁路交通、跨座式单轨交通、悬挂式单轨交通的多功能一体化交通体系，加快客物流运行效率以及降低城市建设成本。
以下对基于单轨交通的双层墩柱式空间运输体系进行说明。
实施例13一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通、第三层次不设置交通、第四层次设置公路交通的双层墩柱式的基于单轨交通的空间运输体系。
拟在某城市内修建一种基于单轨交通的双层墩柱式空间运输体系，在同一个双层墩柱受力体系中设置悬挂式单轨交通、跨座式单轨交通和公路交通。其中，第一层次即第一层墩柱盖梁的下方设置悬挂式单轨交通，采用底部开口的混凝土悬挂式轨道梁，第二层次即第一层墩柱盖梁的上方设置跨座式单轨交通，采用混凝土跨座式轨道梁，第三层次即第二层墩柱盖梁的下方不设置交通，第四层次即第二层墩柱盖梁的上方设置公路交通。拟将悬挂式单轨交通作为物轨使用，跨座式单轨交通作为客轨。
结合图15对基于本专利所述的一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通、第三层次不设置交通、第四层次设置公路交通的双层墩柱式的基于单轨交通的空间运输体系进行示范说明。所述的一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通、第三层次不设置交通、第四层次设置公路交通的双层墩柱式的基于单轨交通的空间运输体系包括第一墩柱A11-13、第二墩柱A12-13、纵梁Z4-13、第二层盖梁B2-13、第一层盖梁B1-13、公路行车道板G4-13、第一跨座式轨道梁K21-13和第二跨座式轨道梁K22-13、第一悬挂式轨道梁X11-13和第二悬挂式轨道梁X12-13。
从交通层次方面来说，所述的一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通、第三层次不设置交通、第四层次设置公路交通的双层墩柱式的基于单轨交通的空间运输体系由悬挂式单轨交通、跨座式单轨交通和公路交通组合形成。双层墩柱形成四个层次的空间运输体系，第一层次即第一层盖梁的下方设置悬挂式单轨交通，第二层次即第一层盖梁上方设置跨座式单轨交通，第三层次即第二层盖梁的 下方不设置，第四层次即第二层盖梁的上方设置公路交通。
从结构方面来说，第一墩柱A11-13和第一层盖梁B1-13之间通过混凝土浇筑固结在一起，第二墩柱A12-13的下部和第一层盖梁B1-13通过混凝土浇筑固结在一起，第二墩柱A12-13的上部和第二层盖梁B2-13通过混凝土浇筑固结在一起。第一墩柱A11-13上设置第一层盖梁B1-13，第二墩柱A12-13上设置第二层盖梁B2-13；第二层盖梁B2-13上通过支座安装纵梁Z4-13，支撑公路行车道板G4-13；第一层盖梁B1-13上方通过支座与第一跨座式轨道梁K21-13和第二跨座式轨道梁K22-13连接，用作客流运输的跨座式客轨；第一层盖梁B1-13下方通过支座与第一悬挂式轨道梁X11-13和第二悬挂式轨道梁X12-13连接，作为物流运输的悬挂式物轨。
从客流方面来说：同一个双层墩柱式体系中设置两种制式单轨交通和公路交通，交通层次的增加提高了道路交通中客流运输能力，高效利用低层空间来进行客流运输，避免地铁客流密集以及道路拥堵状况。
从物流方面来说：多层次多制式交通提高了物流效率，避免地面物流车辆的拥堵。
根据以上分析，采用一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通、第三层次不设置交通、第四层次设置公路交通的双层墩柱式的基于单轨交通的空间运输体系可以充分利用道路竖向立体空间，从而分散地面客流，减少车辆密集拥堵状况；加快道路物流效率，降低物流成本，减少地面物流车辆对道路交通的影响。与此同时，实现单轨与公路交通多功能一体化建设，加快客物流运行效率以及降低城市建设成本。
实施例14一种第一层次不设置交通、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置铁路交通的基于单轨交通的双层墩柱式空间运输体系。
拟在城市之间修建一种基于单轨交通的双层墩柱式空间运输体系，在同一个双层墩柱受力体系中设置磁浮式交通和铁路交通，形成多制式多层次的空间运输体系。其中，第一层次即第一层墩柱盖梁的下方不设置交通，第二层次即第一层墩柱盖梁的上方设置磁浮式交通，采用工字钢磁浮式轨道梁，第三层次即第二层墩柱盖梁的下方不设置交通，第四层次即第二层墩柱盖梁的上方设置铁路交通。拟将磁浮式交通设置为客轨。
结合图16对基于本专利所述的一种第一层次不设置交通、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置铁路交通的基于单轨交通的双层墩柱式空间运输体系进行示范说明。所述的一种第一层次不设置交通、第二层次设置磁浮式交 通、第三层次不设置交通、第四层次设置铁路交通的基于单轨交通的双层墩柱式空间运输体系包括第一墩柱A11-14、第二墩柱A12-14、纵梁Z4-14、第二层盖梁B2-14、第一层盖梁B1-14、铁路行车道T4-14、第一磁浮式轨道梁C21-14和第二磁浮式轨道梁C22-14。
从交通层次方面来说，所述的一种第一层次不设置交通、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置铁路交通的基于单轨交通的双层墩柱式空间运输体系由磁浮式单轨交通和铁路交通组合形成。双层墩柱形成四个层次的空间运输体系，第一层次即第一层盖梁的下方不设置交通，第二层次即第一层盖梁上方设置磁浮式交通，第三层次即第二层盖梁的下方不设置，第四层次即第二层盖梁的上方设置铁路交通。
从结构方面来说，第一墩柱A11-14和第一层盖梁B1-14之间通过混凝土浇筑固结在一起，第二墩柱A12-14的下部和第一层盖梁B1-14通过混凝土浇筑固结在一起，第二墩柱A12-14的上部和第二层盖梁B2-14通过混凝土浇筑固结在一起。第一墩柱A11-14上设置第一层盖梁B1-14，第二墩柱A12-14上设置第二层盖梁B2-14；第二层盖梁B2-14上方设置纵梁Z4-14，支撑铁路行车道T4-14；第一磁浮式轨道梁C21-14、第二磁浮式轨道梁C22-14通过支座连接在第一层盖梁B1-14的上方，用作客流运输的磁浮式客轨。
从客流方面来说：同一个双层墩柱式体系中设置磁浮式交通和铁路交通，交通层次的增加提高了道路交通中客流运输能力，高效利用低层空间来进行客流运输，避免道路客流密集以及道路拥堵状况。
从物流方面来说：多层次多制式的交通体系提高了物流运输效率，充分利用道路的竖向空间，避免地面物流车辆的拥堵。
根据以上分析，采用一种第一层次不设置交通、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置铁路交通的基于单轨交通的双层墩柱式空间运输体系可以充分利用城市竖向立体空间，从而分散城市地面客流，减少车辆密集拥堵状况；加快城市内物流效率，降低物流成本，减少地面物流车辆对道路交通的影响。与此同时，实现铁路交通和单轨交通的多功能一体化交通体系，加快客物流运行效率以及降低城市建设成本。
实施例15一种第一层次设置底部开口悬挂式轨道梁、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置跨座式单轨交通的基于单轨交通的双层墩柱式空 间运输体系。
拟在城市之间修建一种基于单轨交通的双层墩柱式空间运输体系，在同一个双层墩柱受力体系中设置悬挂式单轨交通、跨座式单轨交通和磁浮式交通，形成多制式多层次的空间运输体系。其中，第一层次即第一层墩柱盖梁的下方设置悬挂式单轨交通，采用底部开口钢箱悬挂式轨道梁，第二层次即第一层墩柱盖梁的上方设置磁浮式交通，采用工字钢磁浮式轨道梁，第三层次即第二层墩柱盖梁的下方不设置交通，第四层次即第二层墩柱盖梁的上方设置跨座式单轨交通，采用混凝土跨座式轨道梁。拟将跨座式单轨交通和磁浮式交通设置为客轨，悬挂式单轨交通设置为物轨。
结合图17对基于本专利所述的一种第一层次设置底部开口悬挂式轨道梁、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置跨座式单轨交通的基于单轨交通的双层墩柱式空间运输体系进行示范说明。所述的一种第一层次设置底部开口悬挂式轨道梁、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置跨座式单轨交通的基于单轨交通的双层墩柱式空间运输体系包括第一墩柱A11-15、第二墩柱A12-15、第二层盖梁B2-15、第一层盖梁B1-15、第一跨座式轨道梁K41-15、第二跨座式轨道梁K42-15、第一磁浮式轨道梁C21-15、第二磁浮式轨道梁C22-15、第一底部开口悬挂式轨道梁XD11-15和第二底部开口悬挂式轨道梁XD12-15。
从交通层次方面来说，所述的一种第一层次设置底部开口悬挂式轨道梁、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置跨座式单轨交通的基于单轨交通的双层墩柱式空间运输体系由磁浮式交通、悬挂式单轨交通和跨座式单轨交通组合形成。双层墩柱形成四个层次的空间运输体系，第一层次即第一层盖梁的下方设置悬挂式单轨交通，第二层次即第一层盖梁上方设置磁浮式交通，第三层次即第二层盖梁的下方不设置交通，第四层次即第二层盖梁的上方设置跨座式单轨交通。
从结构方面来说，第一墩柱A11-15和第一层盖梁B1-15之间通过混凝土浇筑固结在一起，第二墩柱A12-15的下部和第一层盖梁B1-15通过混凝土浇筑固结在一起，第二墩柱A12-15的上部和第二层盖梁B2-15通过混凝土浇筑固结在一起。第一墩柱A11-15上设置第一层盖梁B1-15，第二墩柱A12-15上设置第二层盖梁B2-15；第一跨座式轨道梁K41-15和第二跨座式轨道梁K42-15通过支座设置在第二层盖梁B2-15上方，用作跨座式物轨或者客轨；第一层盖梁B1-15下方通过支座安装第一底部开口悬挂式轨道梁XD11-15和第二底部开口悬挂式轨道梁XD12-15，用作悬挂式物轨；第一层盖梁B1-15上方通过支座设置第一磁浮式轨道梁C21-15、第二磁浮式轨道梁C22-15， 作为客流运输的磁浮式客轨。
从客流方面来说：同一个双层墩柱式体系中设置磁浮式交通、悬挂式单轨交通和跨座式单轨交通，交通层次的增加提高了道路交通中客流运输能力，高效利用低层空间来进行客流运输，避免道路客流密集以及道路拥堵状况。
从物流方面来说：多层次多制式的交通体系提高了物流运输效率，充分利用道路的竖向空间，避免地面物流车辆的拥堵。
根据以上分析，采用一种第一层次设置底部开口悬挂式轨道梁、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置跨座式单轨交通的基于单轨交通的双层墩柱式空间运输体系可以充分利用城市竖向立体空间，从而分散城市地面客流，减少车辆密集拥堵状况；加快城市内物流效率，降低物流成本，减少地面物流车辆对道路交通的影响。与此同时，实现三种制式单轨交通一体化，加快客物流运行效率以及降低城市建设成本。
实施例16一种第一层次不设置交通、第二层次设置跨座式单轨交通、第三层次设置底部开口悬挂式轨道梁、第四层次设置磁浮式交通的基于单轨交通的双层墩柱式空间运输体系。
拟在城市之间修建一种基于单轨交通的双层墩柱式空间运输体系，在同一个双层墩柱受力体系中设置悬挂式单轨交通、跨座式单轨交通和磁浮式交通，形成多制式多层次的空间运输体系。其中，第一层次即第一层墩柱盖梁的下方不设置交通，第二层次即第一层墩柱盖梁的上方设置跨座式单轨交通，采用混凝土跨座式轨道梁，第三层次即第二层墩柱盖梁的下方设置悬挂式单轨交通，采用底部开口混凝土悬挂式轨道梁，第四层次即第二层墩柱盖梁的上方设置磁浮式交通，采用工字钢磁浮式轨道梁。拟将磁浮式交通设置为客轨，跨座式单轨交通和悬挂式单轨交通作为物轨。
结合图18对基于本专利所述的一种第一层次不设置交通、第二层次设置跨座式单轨交通、第三层次设置底部开口悬挂式轨道梁、第四层次设置磁浮式交通的基于单轨交通的双层墩柱式空间运输体系进行示范说明。所述的一种第一层次不设置交通、第二层次设置跨座式单轨交通、第三层次设置底部开口悬挂式轨道梁、第四层次设置磁浮式交通的基于单轨交通的双层墩柱式空间运输体系包括第一墩柱A11-16、第二墩柱A12-16、第二层盖梁B2-16、第一层盖梁B1-16、第一跨座式轨道梁K21-16、第二跨座式轨道梁K22-16、第一磁浮式轨道梁C41-16、第二磁浮式轨道梁C42-16、第一底部开口悬挂式轨道梁XD31-16和第二底部开口悬挂式轨道梁XD32-16。
从交通层次方面来说，所述的一种第一层次不设置交通、第二层次设置跨座式单轨交通、第三层次设置底部开口悬挂式轨道梁、第四层次设置磁浮式交通的基于单轨交通的双层墩柱式空间运输体系由磁浮式交通、悬挂式单轨交通和跨座式单轨交通组合形成。双层墩柱形成四个层次的空间运输体系，第一层次即第一层盖梁的下方不设置交通，第二层次即第一层盖梁上方设置跨座式单轨交通，第三层次即第二层盖梁的下方设置悬挂式单轨交通，第四层次即第二层盖梁的上方设置磁浮式交通。
从结构方面来说，第一墩柱A11-16和第一层盖梁B1-16之间通过混凝土浇筑固结在一起，第二墩柱A12-16的下部和第一层盖梁B1-16通过混凝土浇筑固结在一起，第二墩柱A12-16的上部和第二层盖梁B2-16通过混凝土浇筑固结在一起。第一墩柱A11-16上设置第一层盖梁B1-16，第二墩柱A12-16上设置第二层盖梁B2-16；第二层盖梁B2-16上方通过支座设置第一磁浮式轨道梁C41-16和第二磁浮式轨道梁C42-16，用作磁浮式客轨；第二层盖梁B2-16下方设置第一底部开口悬挂式轨道梁XD31-16和第二底部开口悬挂式轨道梁XD32-16，用作悬挂式物轨；第一层盖梁B1-16上方设置第一跨座式轨道梁K21-16和第二跨座式轨道梁K22-16，用作物流运输的跨座式物轨。
从客流方面来说：同一个双层墩柱式体系中设置磁浮式交通、悬挂式单轨交通和跨座式单轨交通，交通层次的增加提高了道路交通中客流运输能力，高效利用低层空间来进行客流运输，避免道路客流密集以及道路拥堵状况。
从物流方面来说：多层次多制式的交通体系提高了物流运输效率，充分利用道路的竖向空间，避免地面物流车辆的拥堵。
根据以上分析，采用一种第一层次不设置交通、第二层次设置跨座式单轨交通、第三层次设置底部开口悬挂式轨道梁、第四层次设置磁浮式交通的基于单轨交通的双层墩柱式空间运输体系可以充分利用城市竖向立体空间，从而分散城市地面客流，减少车辆密集拥堵状况；加快城市内物流效率，降低物流成本，减少地面物流车辆对道路交通的影响。与此同时，实现三种制式单轨交通一体化，加快客物流运行效率以及降低城市建设成本。
以下对基于单轨交通的三层框架空间运输体系进行说明。
实施例17一种第一层次不设置交通、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置跨座式单轨交通、第五层次不设置交通、第六层次设置公路交通的三层框架的基于单轨交通的空间运输体系。
拟在城市之间修建一种三层框架的基于单轨交通的空间运输体系，在同一个三层 框架受力体系中设置磁浮式交通、跨座式单轨交通、公路交通。其中，第一层次即第一层框架盖梁的下方不设置交通，第二层次即第一层框架盖梁的上方设置磁浮式交通，采用工字钢磁浮式轨道梁；第三层次即第二层框架盖梁的下方不设置交通，第四层次即第二层框架盖梁的上方设置跨座式单轨交通，采用钢箱跨座式轨道梁；第五层次即第三层框架盖梁的下方不设置交通，第六层次即第三层框架盖梁的上方设置公路交通。拟将跨座式单轨交通设置为物轨，磁浮式交通设置为客轨。
结合图19对基于本专利所述的一种第一层次不设置交通、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置跨座式单轨交通、第五层次不设置交通、第六层次设置公路交通的三层框架的基于单轨交通的空间运输体系进行示范说明。所述的一种第一层次不设置交通、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置跨座式单轨交通、第五层次不设置交通、第六层次设置公路交通的三层框架的基于单轨交通的空间运输体系包括第一外线跨座式轨道梁K41-17、第二外线跨座式轨道梁K44-17、第一内线跨座式轨道梁K42-17、第二内线跨座式轨道梁K43-17，第一外线磁浮式轨道梁C21-17、第二外线磁浮式轨道梁C24-17、第一内线磁浮式轨道梁C22-17、第二内线磁浮式轨道梁C23-17，第一框架墩柱A21-17、第二框架墩柱A22-17、第三框架墩柱A23-17，第一层框架盖梁B1-17、第二层框架盖梁B2-17、第三层框架盖梁B3-17，公路行车道板G6-17，纵梁Z6-17。
从交通层次方面来说，所述的一种第一层次不设置交通、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置跨座式单轨交通、第五层次不设置交通、第六层次设置公路交通三层框架的基于单轨交通的空间运输体系由两种制式单轨交通和公路交通组合形成。三层框架形成六个层次的空间运输体系，第一层次即第一层框架盖梁的下方不设置交通，第二层次即第一层盖梁上方设置磁浮式交通，第三层次即第二层盖梁的下方不设置交通，第四层次即第二层盖梁的上方设置跨座式单轨交通，第五层次即第三层盖梁的下方不设置交通，第六层次即第三层盖梁的上方设置公路交通。
从结构方面来说，第一框架墩柱A21-17和第一层盖梁B1-17通过混凝土浇筑固结在一起，第二框架墩柱A22-17的下部和第一层框架盖梁B1-17通过混凝土浇筑固结在一起，第二框架墩柱A22-17的上部和第二层框架盖梁B2-17通过混凝土浇筑固结在一起，第三框架墩柱A23-17的下部和第二层框架盖梁B2-17通过混凝土浇筑固结在一起，第三框架墩柱A23-17的上部和第三层框架盖梁B3-17浇筑固结在一起。第三层框架盖梁B3-17上方设置纵梁Z6-17，支撑公路行车道板G6-17，用于上部公路交通系统 的运行；第一外线跨座式轨道梁K41-17、第一内线跨座式轨道梁K42-17、第二内线跨座式轨道梁K43-17和第二外线跨座式轨道梁K44-17通过支座连接在第二层框架盖梁B2-17的上方，将跨座式单轨交通设置为物轨，作为物流通道；第一外线磁浮式轨道梁C21-17、第一内线磁浮式轨道梁C22-17、第二内线磁浮式轨道梁C23-17和第二外线磁浮式轨道梁C24-17采用支座连接在第一层框架盖梁B1-17上方，作为客轨使用。
从客流方面来说：同一个三层框架体系上设置了公路交通、跨座式单轨交通、磁浮式交通三种交通制式。交通层次的增加提高了道路交通中客流运输能力，高效利用低层空间来进行客流运输，避免地铁客流密集以及道路拥堵状况。
从物流方面来说：多制式、多层次的交通体系提高了物流运输效率，避免地面物流车辆的拥堵。
根据以上分析，采用一种第一层次不设置交通、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置跨座式单轨交通、第五层次不设置交通、第六层次设置公路交通的三层框架的基于单轨交通的空间运输体系可以充分利用道路竖向立体空间，从而分散道路地面客流，减少车辆密集拥堵状况；加快道路物流效率，降低物流成本，减少地面物流车辆对道路交通的影响。与此同时，实现公路交通、单轨交通的多功能一体化建设，加快客物流运行效率以及降低城市建设成本。
实施例18一种第一层次设置悬挂式单轨交通、第二层次设置磁浮式交通第三层次不设置交通、第四层次设置公路交通、第五层次不设置交通、第六层次设置跨座式单轨交通的基于单轨交通的三层框架空间运输体系。
拟在城市之间修建一种基于单轨交通的三层框架空间运输体系，在同一个三层框架受力体系中设置磁浮式交通、跨座式单轨交通、悬挂式单轨交通、公路交通，形成多制式多层次的基于单轨交通的三层框架空间运输体系。其中，第一层次即第一层框架盖梁的下方设置悬挂式单轨交通，采用底部开口混凝土悬挂式轨道梁，第二层次即第一层框架盖梁的上方设置磁浮式交通，采用工字钢磁浮式轨道梁；第三层次即第二层框架盖梁的下方不设置交通，第四层次即第二层框架盖梁的上方设置公路交通；第五层次即第三层框架盖梁的下方不设置交通，第六层次即第三层框架盖梁的上方设置跨座式单轨交通，采用混凝土跨座式轨道梁。拟将跨座式单轨交通和磁浮式交通设置为客轨，将悬挂式单轨交通设置为物轨。
结合图20对基于本专利所述的一种第一层次设置悬挂式单轨交通、第二层次设置磁浮式交通第三层次不设置交通、第四层次设置公路交通、第五层次不设置交通、 第六层次设置跨座式单轨交通的基于单轨交通的三层框架空间运输体系进行示范说明。所述的一种第一层次设置悬挂式单轨交通、第二层次设置磁浮式交通第三层次不设置交通、第四层次设置公路交通、第五层次不设置交通、第六层次设置跨座式单轨交通的基于单轨交通的三层框架空间运输体系包括第一外线跨座式轨道梁K61-18、第二外线跨座式轨道梁K64-18、第一内线跨座式轨道梁K62-18、第二内线跨座式轨道梁K63-18，第一外线磁浮式轨道梁C21-18、第二外线磁浮式轨道梁C24-18、第一内线磁浮式轨道梁C22-18、第二内线磁浮式轨道梁C23-18，第一外线悬挂式轨道梁XD11-18、第二外线悬挂式轨道梁XD14-18、第一内线悬挂式轨道梁XD12-18、第二内线悬挂式轨道梁XD13-18，第一框架墩柱A21-18、第二框架墩柱A22-18、第三框架墩柱A23-18，第一层框架盖梁B1-18、第二层框架盖梁B2-18、第三层框架盖梁B3-18，公路行车道板G4-18，纵梁Z4-18。
从交通层次方面来说，所述的一种第一层次设置悬挂式单轨交通、第二层次设置磁浮式交通第三层次不设置交通、第四层次设置公路交通、第五层次不设置交通、第六层次设置跨座式单轨交通的基于单轨交通的三层框架空间运输体系由跨座式单轨交通、悬挂式单轨交通、公路交通、磁浮式交通组合形成。三层框架形成六个层次的空间运输体系，第一层次即第一层框架盖梁的下方设置悬挂式单轨交通，第二层次即第一层盖梁上方设置磁浮式交通，第三层次即第二层盖梁的下方不设置交通，第四层次即第二层盖梁的上方设置公路交通，第五层次即第三层盖梁的下方不设置交通，第六层次即第三层盖梁的上方设置跨座式单轨交通。
从结构方面来说，第一框架墩柱A21-18和第一层盖梁B1-18通过混凝土浇筑固结在一起，第二框架墩柱A22-18的下部和第一层框架盖梁B1-18通过混凝土浇筑固结在一起，第二框架墩柱A22-18的上部和第二层框架盖梁B2-18通过混凝土浇筑固结在一起，第三框架墩柱A23-18的下部和第二层框架盖梁B2-18通过混凝土浇筑固结在一起，第三框架墩柱A23-18的上部和第三层框架盖梁B3-18浇筑固结在一起。第三层框架盖梁B3-18上方设置第一外线跨座式轨道梁K61-18、第一内线跨座式轨道梁K62-18、第二内线跨座式轨道梁K63-18和第二外线跨座式轨道梁K64-18，作为客轨使用；第二层框架盖梁B2-18上方设置纵梁Z4-18，支撑公路行车道板G4-18，用于公路交通系统的运行；第一层框架盖梁B1-18上方设置第一外线磁浮式轨道梁C21-18、第一内线磁浮式轨道梁C22-18、第二内线磁浮式轨道梁C23-18和第二外线磁浮式轨道梁C24-18，作为客轨使用；第一层框架盖梁B1-18下方设置第一外线悬挂式轨道梁XD11-18、第 一内线悬挂式轨道梁XD12-18、第二内线悬挂式轨道梁XD13-18、第二外线悬挂式轨道梁XD14-18，作为物轨使用。
从客流方面来说：同一个三层框架体系上设置了跨座式单轨交通、公路交通、磁浮式交通、悬挂式单轨交通四种交通制式。交通层次的增加提高了道路交通中客流运输能力，高效利用低层空间来进行客流运输，避免地铁客流密集以及道路拥堵状况。
从物流方面来说：多制式、多层次的交通体系提高了物流运输效率，避免地面物流车辆的拥堵。
根据以上分析，采用一种第一层次设置悬挂式单轨交通、第二层次设置磁浮式交通第三层次不设置交通、第四层次设置公路交通、第五层次不设置交通、第六层次设置跨座式单轨交通的基于单轨交通的三层框架空间运输体系可以充分利用竖向立体空间，从而分散地面客流，减少车辆密集拥堵状况；加快物流效率，降低物流成本，减少地面物流车辆对道路交通的影响。与此同时，实现公路交通、单轨交通的多功能一体化建设，加快客物流运行效率以及降低城市建设成本。
以下对基于单轨交通的三层墩柱式空间运输体系进行说明。
实施例19一种第一层次不设置交通、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置跨座式单轨交通、第五层次不设置交通、第六层次设置公路交通的三层墩柱式的基于单轨交通的空间运输体系。
拟在城市内修建一种基于单轨交通的三层墩柱式空间运输体系，在同一个三层墩柱受力体系中设置磁浮式交通、跨座式单轨交通、公路交通。其中，第一层次即第一层墩柱盖梁的下方不设置交通，第二层次即第一层墩柱盖梁的上方设置磁浮式交通，采用工字钢磁浮式轨道梁；第三层次即第二层墩柱盖梁的下方不设置交通，第四层次即第二层墩柱盖梁的上方设置跨座式单轨交通，采用钢箱跨座式轨道梁；第五层次即第三层墩柱盖梁的下方不设置交通，第六层次即第三层墩柱盖梁的上方设置公路交通。拟将跨座式单轨交通设置为物轨，磁浮式交通设置为客轨。
结合图21对基于本专利所述的一种第一层次不设置交通、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置跨座式单轨交通、第五层次不设置交通、第六层次设置公路交通的三层墩柱式的基于单轨交通的空间运输体系进行示范说明。所述的一种第一层次不设置交通、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置跨座式单轨交通、第五层次不设置交通、第六层次设置公路交通的三层墩柱式的基于单轨交通的空间运输体系包括第一墩柱A11-19、第二墩柱A12-19、第三 墩柱A13-19、第三层盖梁B3-19、第二层盖梁B2-19、第一层盖梁B1-19、纵梁Z6-19、公路行车道板G6-19、第一跨座式轨道梁K41-19、第二跨座式轨道梁K42-19、第一磁浮式轨道梁C21-19和第二磁浮式轨道梁C22-19。
从交通层次方面来说，所述的一种第一层次不设置交通、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置跨座式单轨交通、第五层次不设置交通、第六层次设置公路交通的三层墩柱式的基于单轨交通的空间运输体系由两种制式单轨交通和公路交通组合形成。三层墩柱形成六个层次的空间运输体系，第一层次即第一层盖梁下方不设置交通，第二层次即第一层盖梁上方设置磁浮式交通，第三层次即第二层盖梁下方不设置交通，第四层次即第二层盖梁上方设置跨座式单轨交通，第五层次即第三层盖梁下方不设置交通，第六层次即第三层盖梁上方设置公路交通。
从结构方面来说，第一墩柱A11-19和第一层盖梁B1-19通过混凝土浇筑固结在一起，第二墩柱A12-19的下部和第一层盖梁B1-19通过混凝土浇筑固结在一起，第二墩柱A12-19的上部和第二层盖梁B2-19通过混凝土浇筑固结在一起，第三墩柱A13-19的下部和第二层盖梁B2-19通过混凝土浇筑固结在一起，第三墩柱A13-19的上部和第三层盖梁B3-19浇筑固结在一起。第三墩柱A13-19上设置第三层盖梁B3-19，第二墩柱A12-19上设置第二层盖梁B2-19，第一墩柱A11-19上设置第一层盖梁B1-19；第三层盖梁B3-19上方设置纵梁Z6-19，支撑公路行车道板G6-19；第一跨座式轨道梁K41-19和第二跨座式轨道梁K42-19通过支座连接在第二层盖梁B2-19上方，作为物轨使用；采用支座将第一磁浮式轨道梁C21-19和第二磁浮式轨道梁C22-19连接在第一层盖梁B1-19上方，作为客流运输的磁浮式客轨。
从客流方面来说：同一个三层墩柱式体系中同时设置了跨座式单轨交通、磁浮式交通、公路交通三种制式的交通。交通层次的增加提高了道路交通中客流运输能力，高效利用低层空间来进行客流运输，避免地铁客流密集以及道路拥堵状况。
从物流方面来说：多层次多制式的交通体系提高了物流运输能力和效率，避免地面物流车辆的拥堵。
根据以上分析，采用一种第一层次不设置交通、第二层次设置磁浮式交通、第三层次不设置交通、第四层次设置跨座式单轨交通、第五层次不设置交通、第六层次设置公路交通的三层墩柱式的基于单轨交通的空间运输体系可以充分利用道路竖向立体空间，从而分散道路地面客流，减少车辆密集拥堵状况；加快道路物流效率，降低物流成本，减少地面物流车辆对道路交通的影响。与此同时，实现磁浮式交通、跨座式 单轨交通与公路交通多功能一体化，加快客物流运行效率以及降低城市建设成本。
实施例20一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通、第三层次不设置交通、第四层次设置磁浮式交通、第五层次不设置交通、第六层次设置铁路交通的三层墩柱式的基于单轨交通的空间运输体系。
拟在城市之间修建一种基于单轨交通的三层墩柱式空间运输体系，在同一个受力的三层墩柱体系中设置磁浮式交通、跨座式单轨交通、悬挂式单轨交通、公路交通，形成多制式多层次的基于单轨交通的三层墩柱式空间运输体系。其中，第一层次即第一层墩柱盖梁的下方设置悬挂式单轨交通，采用底部开口的混凝土悬挂式轨道梁，第二层次即第一层墩柱盖梁的上方设置跨座式单轨交通，采用钢混组合跨座式轨道梁；第三层次即第二层墩柱盖梁的下方不设置交通，第四层次即第二层墩柱盖梁的上方设置磁浮式交通，采用工字钢磁浮式轨道梁；第五层次即第三层墩柱盖梁的下方不设置交通，第六层次即第三层墩柱盖梁的上方设置铁路交通。拟将跨座式单轨交通设置为物轨，磁浮式交通和悬挂式单轨交通设置为客轨。
结合图22对基于本专利所述的一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通、第三层次不设置交通、第四层次设置磁浮式交通、第五层次不设置交通、第六层次设置铁路交通的基于单轨交通的三层墩柱式空间运输体系进行示范说明。所述的一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通、第三层次不设置交通、第四层次设置磁浮式交通、第五层次不设置交通、第六层次设置铁路交通的基于单轨交通的三层墩柱式空间运输体系包括第一墩柱A11-20、第二墩柱A12-20、第三墩柱A13-20、第三层盖梁B3-20、第二层盖梁B2-20、第一层盖梁B1-20、纵梁Z6-20、铁路行车道T6-20、第一跨座式轨道梁K21-20和第二跨座式轨道梁K22-20、第一磁浮式轨道梁C41-20和第二磁浮式轨道梁C42-20、第一悬挂式轨道梁X11-20和第二悬挂式轨道梁X12-20。
从交通层次方面来说，所述的一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通、第三层次不设置交通、第四层次设置磁浮式交通、第五层次不设置交通、第六层次设置铁路交通的基于单轨交通的三层墩柱式空间运输体系由三种制式单轨交通和铁路交通组合形成。三层墩柱形成六个层次的空间运输体系，第一层次即第一层盖梁下方设置悬挂式单轨交通，第二层次即第一层盖梁上方设置跨座式单轨交通，第三层次即第二层盖梁下方不设置交通，第四层次即第二层盖梁上方设置磁浮式交通，第五层次即第三层盖梁下方不设置交通，第六层次即第三层盖梁上方设置铁路 交通。
从结构方面来说，第一墩柱A11-20和第一层盖梁B1-20通过混凝土浇筑固结在一起，第二墩柱A12-20的下部和第一层盖梁B1-20通过混凝土浇筑固结在一起，第二墩柱A12-20的上部和第二层盖梁B2-20通过混凝土浇筑固结在一起，第三墩柱A13-20的下部和第二层盖梁B2-20通过混凝土浇筑固结在一起，第三墩柱A13-20的上部和第三层盖梁B3-20浇筑固结在一起。第三墩柱A13-20上设置第三层盖梁B3-20，第二墩柱A12-20上设置第二层盖梁B2-20，第一墩柱A11-20上设置第一层盖梁B1-20；第三层盖梁B3-20上方设置纵梁Z6-20，支撑铁路行车道T6-20；通过支座将第一磁浮式轨道梁C41-20和第二磁浮式轨道梁C42-20连接在第二层盖梁B2-20上方，作为客流运输的磁浮式客轨；第一跨座式轨道梁K21-20和第二跨座式轨道梁K22-20通过支座连接在第一层盖梁B1-20上方，用作物流运输的跨座式物轨；第一层盖梁B1-20下方通过支座连接第一悬挂式轨道梁X11-20和第二悬挂式轨道梁X12-20，作为客流运输的悬挂式客轨。
从客流方面来说：同一个三层墩柱式体系中同时设置了跨座式单轨交通、磁浮式交通、悬挂式单轨交通、铁路交通三种制式的交通。交通层次的增加提高了道路交通中客流运输能力，高效利用低层空间来进行客流运输，避免道路客流密集以及道路拥堵状况。
从物流方面来说：多层次多制式的交通体系提高了物流运输能力和效率，避免地面物流车辆的拥堵。
根据以上分析，采用一种第一层次设置悬挂式单轨交通、第二层次设置跨座式单轨交通、第三层次不设置交通、第四层次设置磁浮式交通、第五层次不设置交通、第六层次设置铁路交通的基于单轨交通的三层墩柱式空间运输体系可以充分利用道路竖向立体空间，从而分散道路地面客流，减少车辆密集拥堵状况；加快物流效率，降低物流成本，减少地面物流车辆对道路交通的影响。与此同时，实现单轨交通与铁路交通多功能一体化建设，加快客物流运行效率以及降低城市建设成本。
以上所述的实施例对本专利技术方案和有益效果进行了说明，只用于解释权利，不限定权利。以上所述仅为本专利的具体实施例，并不能用于限制本专利的范围。以上实施例所述的一种基于单轨交通的空间运输体系可以修建于城市之内的街道上，或者修建在城市之间的公路上，或者修建于田野中，不限定其使用地点。以上实施例所述的磁浮式交通、悬挂式单轨交通、跨座式单轨交通均可以作为物轨或者作为客轨使 用，不限定其使用范围。以上实施例所述的跨座式单轨交通、悬挂式单轨交通、磁浮式交通中的轨道梁，不限定其形式与材质。凡是在本专利原则之内所做的任何修改、等同替换等，均应包含在本专利的权利保护范围之内。

Claims (7)

  1. 一种基于单轨交通的空间运输体系，其特征在于：所述空间运输体系包括受力框架体系或受力墩柱体系，所述受力框架体系和受力墩柱体系通过盖梁将所述空间运输体系分成至少两个层次，所述至少两个层次包括位于所述盖梁下方的奇数层次和位于所述盖梁上方的偶数层次，所述奇数层次中包含悬挂式单轨交通或不包含悬挂式单轨交通，所述偶数层次中包含跨座式单轨交通、磁浮式交通、公路交通和铁路交通中的任一种或者不包含单轨交通和其他交通；所述空间运输体系包括两种或两种以上的单轨交通，或者包括一种或一种以上的单轨交通和其他交通的组合。
  2. 根据权利要求1所述的基于单轨交通的空间运输体系，其特征在于：所述受力框架体系包括单层框架、双层框架或三层框架。
  3. 根据权利要求2所述的基于单轨交通的空间运输体系，其特征在于：所述单层框架包括第一框架墩柱和第一层框架盖梁；所述双层框架包括第一框架墩柱、第二框架墩柱、第一层框架盖梁和第二层框架盖梁；所述三层框架包括第一框架墩柱、第二框架墩柱、第三框架墩柱、第一层框架盖梁、第二层框架盖梁和第三层框架盖梁；所述第一框架墩柱和第一层框架盖梁之间固结在一起，所述第二框架墩柱下部和第一层框架盖梁固结在一起，第二框架墩柱上部和第二层框架盖梁固结在一起，所述第三框架墩柱下部和第二层框架盖梁固结在一起，第三框架墩柱上部和第三层框架盖梁固结在一起。
  4. 根据权利要求1或权利要求3所述的基于单轨交通的空间运输体系，其特征在于：所述受力框架体系的奇数层次中的悬挂式单轨交通的轨道梁通过支座连接在框架盖梁的下方；所述受力框架体系的偶数层次中的跨座式单轨交通或磁浮式交通的轨道梁通过支座连接在框架盖梁的上方；所述受力框架体系的偶数层次中的公路交通或铁路交通的桥面板通过纵梁支撑在框架盖梁的上方。
  5. 根据权利要求1所述的基于单轨交通的空间运输体系，其特征在于：所述受力墩柱体系包括单层墩柱体系、双层墩柱体系或三层墩柱体系。
  6. 根据权利要求5所述的基于单轨交通的空间运输体系，其特征在于：所述单层墩柱体系包括第一墩柱和第一层盖梁；所述双层墩柱体系包括第一墩柱、第二墩柱、第一层盖梁和第二层盖梁；所述三层墩柱体系包括第一墩柱、第二墩柱、第三墩柱、第一层盖梁、第二层盖梁和第三层盖梁；所述第一墩柱和第一层盖梁之间固结在一起， 所述第二墩柱下部和第一层盖梁固结在一起，第二墩柱上部和第二层盖梁固结在一起，所述第三墩柱下部和第二层盖梁固结在一起，第三墩柱上部和第三层盖梁固结在一起。
  7. 根据权利要求1或权利要求6所述的基于单轨交通的空间运输体系，其特征在于：所述受力墩柱体系的奇数层次中的悬挂式单轨交通的轨道梁通过支座连接在盖梁的下方；所述受力墩柱体系的偶数层次中的跨座式单轨交通或磁浮式交通的轨道梁通过支座连接在盖梁的上方；所述受力墩柱体系的偶数层次中的公路交通或铁路交通的桥面板通过纵梁支撑在盖梁的上方。
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