LOGISTIC MONORAIL TRANSPORTATION SYSTEM

Description

CROSS REFERENCE TO RELATED APPLICATIONS

This application is a 371 of International Patent Application No. PCT/CN2019/104239 with a filing date of Sep. 3, 2019, designating the United States, now pending, and further claims priority to Chinese Patent Application No. 201811021475.3, filed on Sep. 3, 2018, No. 201811021621.2, filed on Sep. 3, 2018, No. 201811022993.7, filed on Sep. 3, 2018, No. 201811023548.2, filed on Sep. 3, 2018, the entire content of which is incorporated herein by reference.

FIELD OF THE INVENTION

The present invention relates to a logistic monorail transportation system, which is applied to the field of rail transportation.

BACKGROUND OF THE INVENTION

With the development of transportation, modern logistic industry has become an important force to promote economic growth. The characteristics of monorail transportation are fast speed, strong climbing ability, and small turning radius. By adopting monorail transportation, the problems of small transportation volume, high cost, low transportation efficiency, and congestion in existing logistic transportation can be effectively solved. The monorail logistic system is the development direction of modern logistics.

However, only passengers can be transported within short distances within the city of the existing monorail due to structural reasons and the requirements of long-distance cargo transportation cannot be met. For example, the existing monorail transport serves passengers in the urban area, and the distance between stations is too small, resulting in a low operation speed. Furthermore, the passenger comfort needs to be considered in the vehicle system, resulting in large carriages and low train speed. Besides, the existing monorail system must have a large space to ensure passenger safety, resulting in excessive construction costs. The above-mentioned problems will be solved in the logistic transportation.

For example, the existing monorail traffic is for passenger transport, and the cost is affected by many factors as follows:

W = ∑ i = 1 5 ⁢ W i

where W₁ is the material and construction cost; W₂ is the increased cost for vehicle comfort requirements; W₃ is the increased cost of structure's noise influence on the surrounding environment; W₄ is the increased cost for high vehicle speed requirements; and W₅ is the increased cost of construction requirements for interior decoration and platform paving.

To realize the logistic monorail transportation system, it is necessary to make breakthroughs in the key technologies in the existing monorail transportation such as long distance, light weight, low cost, and high speed.

In response to the above problems, combined with the actual situation and characteristics of monorail transportation, a lot of analysis and simulation has been conducted. Based on existing theories and practical experience, this patent is proposed, which considering the advantages of monorail transportation and the characteristics of long-distance logistic transportation.

The terms involved in this patent are defined as follows:

Single-mode: Refers to a single mode of monorail transportation running on the same pier or on the same frame system, comprising straddle monorail transportation, suspended monorail transportation and maglev system.

Double-mode: Refers to two modes of monorail transportation running on the same pier or on the same frame system, comprising double-mode transportation comprising straddle monorail and suspended monorail, or double-mode transportation comprising maglev and suspended monorail.

Crane: Refers to the lifting equipment for lifting heavy objects, mainly used for loading and unloading cargos on straddle monorail vehicles or maglev vehicles.

Lifting truck: Refers to equipment used for loading and unloading cargos, which can be manned or unmanned, and is mainly used for loading and unloading cargos on suspended monorail vehicles, for example, the forklift.

Turnout beam with flexible joint: Comprise several steel guideways with hinge joint and are supported by the trolley. Both sides of the beams are equipped with guide panels and stabilizing panels. One end of the turnout beam is fixed when switching, and the beam moves as a whole to make the movable end of the turnout beam connect with the other turnout beam to form a fork road, changing the route of the vehicle.

Movable turnout beam: Comprise one or several linear steel beams and one or several fixed curved steel beams, supported by trolleys, and the beams keep the fixed distance between each other. With the help of the balanced guide device, the turnout beam moves back and forth in parallel with the line or in the fixed direction, and connects with the turnout beam that is set to be butted to form a branch or passage, changing the route of the vehicle.

Pivot turnout beam: Comprise of rotatable steel turnout beam. Through the rotation and locking of the entire turnout beam, the line connection between the turnout beams is completed, so as to realize the purpose of converting the vehicle from one line to another.

SUMMARY OF THE INVENTION

The technical problems to be solved by this patent are: by proposing a logistic monorail transportation system, using a logistic track beam system, a logistic vehicle system, a logistic turnout system, a logistic handling system and a logistic signal system, it solves the problems of short distance, large size, high cost, and low speed for existing transportation, and to achieve the goal of a long-distance, light-weight, low-cost, and high-speed logistic monorail transportation system.

The technical solutions adopted by this patent to solve its technical problems are:

The logistic monorail transportation system comprises the logistic track beam system, the logistic vehicle system, the logistic turnout system, the logistic handling system, and the logistic signal system. The logistic track beam system is in the form of a single-column pier studs or frame-type pier shads setting up on highways, fields or urban streets.

The characteristics of logistic monorail transportation system are that the system comprises a maglev monorail logistic system, a straddle monorail logistic system, or a suspended monorail logistic system.

The characteristics of logistic monorail transportation system are that the open structure is adopted in a logistic vehicle system for transporting cargo containers, and the logistic vehicle system is provided with a cargo container in the vehicle.

The characteristics of logistic monorail transportation system are that a centralized power system or a distributed power system are adopted in the logistic vehicle system.

The characteristics of logistic monorail transportation system are that a frame structure is adopted in the logistic turnout system to finish line conversion in the air.

The characteristics of logistic monorail transportation system are that the logistic turnout system comprises a pier column, a frame and a turnout beam with, and the turnout beam with flexible joint or movable turnout beam or pivot turnout beam. A track trolley is set on the track on the top of the frame to drive the movement of the maglev turnout beam with.

The characteristics of logistic monorail transportation system are that cranes or lifting trucks are adopted in the logistic handling system to load and unload containers on logistic vehicles.

The characteristics of logistic monorail transportation system are that the logistic signal system comprises an unmanned driving system for controlling the logistic monorail vehicle and a turnout control signal system for controlling the monorail switch to change line.

The characteristics of logistic monorail transportation system are a single-mode monorail or double-mode monorail transportation is provided on the same pier stud, or a single-mode monorail or double-mode monorail transportation is provided on the same frame.

The characteristics of logistic monorail transportation system are that the upper level of the double-mode monorail is a straddle monorail system or a maglev system, and the lower level of the double-mode monorail transportation is a suspended monorail system.

The characteristics of logistic monorail transportation system are that the guideways of the straddle monorail system in the double-mode monorail system are steel box guideways or concrete guideways.

The characteristics of logistic monorail transportation system are that guideways of the maglev system in the double-mode monorail transportation are steel box guideways, I-shaped steel guideways or concrete guideways.

The characteristics of logistic monorail transportation system are that guideway of the suspended monorail system in the double-mode monorail transportation is a steel box guideway with an opening at the bottom, an I-shaped guideway or a concrete guideway with an opening at the bottom.

Compared with the existing technology, the beneficial effects of this patent are:

The logistic monorail transportation system is proposed in this patent, comprising the logistic track beam system, the logistic vehicle system, the logistic turnout system, the logistic handling system and the logistic signal system. The problems of short distance, large size, high cost, and low speed for existing transportation can be solved by using this system, and the goal of a long-distance, light-weight, low-cost, and high-speed logistic monorail transportation system can be achieved.

The logistic monorail transportation system is proposed in this patent, in which the problem of small span for existing maglev bridge guideways can be solved by the logistic track beam system. The span of the maglev beam can be reduced by adopting a frame-type pier shad system, and it is suitable for a variety of terrains, and land occupation, unnecessary demolition and costs will be reduced.

The logistic monorail transportation system is proposed in this patent, in which the logistic vehicle is improved according to the characteristics of logistic transportation in the logistic vehicle system. The open structure is adopted in the logistic vehicle and mainly cargo containers are transported. The centralized power system or the distributed power system are adopted in the logistic vehicle to meet the needs of container logistic transportation and the goals of small size and high speed will be achieved.

The logistic monorail transportation system is proposed in this patent, in which the frame structure is adopted in the logistic turnout system to achieve line conversion in the air. Compared with the existing switch system, the problem of land occupation can be effectively solved, saving ground space, reducing costs and the size of the turnout beam with.

The logistic monorail transportation system is proposed in this patent, in which the crane is adopted in the logistic handling system to load and unload containers. The loading and unloading time of containers and labor costs can be effectively reduced.

The logistic monorail transportation system is proposed in this patent, in which the logistic signal system comprises the unmanned driving system for controlling the logistic monorail vehicle and the turnout control signal system for controlling the monorail switch to change lines. The transportation efficiency can be increased by using the combination of unmanned driving system and turnout control signal system in logistic transportation. The labor costs will be saved, and human operation errors will be reduced, and the needs of long-distance transportation can well be met.

The double-mode monorail system is proposed in this patent, in which the double-mode monorail is set on the same pier stud and can be operated in the same three-dimensional space. The current problems of low space utilization and low levels of single-model monorail can be solved, and the goal of improving the level of double-mode monorail can be truly achieved.

The double-mode monorail system is proposed in this patent, in which the double-mode monorail system can be adopted on a bridge pier line and integrated construction. The two monorails operate independently without mutual interference, in which the space utilization can be improved.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a schematic diagram showing a maglev bridge track beam system with a single-column installed on the central zone of the expressway.

FIG. 2 is a schematic diagram showing the maglev bridge track beam system with frame-type pier shads installed on the central zone of the expressway.

FIG. 3 is a schematic diagram showing the maglev bridge track beam system with the single-column installed on the field.

FIG. 4 is a schematic diagram showing the maglev bridge track beam system with a frame-type pier shad installed on the field.

FIG. 5 is a schematic diagram showing the maglev bridge track beam system with the single-column installed on the urban streets.

FIG. 6 is the schematic diagram showing the maglev bridge track beam system with the frame-type pier shad installed on the urban streets.

FIG. 7 is the front view of a single-column pier stud system for a maglev bridge guideway for logistics.

FIG. 8 is the three-dimensional schematic diagram showing the single-column pier stud system for a maglev logistic bridge guideway.

FIG. 9 is the front view of a frame-type pier shad system for the maglev logistic bridge guideway.

FIG. 10 is the three-dimensional schematic diagram showing the frame-type pier shad system for the maglev logistic bridge guideway.

FIG. 11 is the front view of the distributed power system for a maglev logistic vehicle.

FIG. 12 is the three-dimensional schematic diagram showing the distributed power system for the maglev logistic vehicle.

FIG. 13 is the front view of the centralized power system for the maglev logistic vehicle.

FIG. 14 is the three-dimensional schematic diagram showing the centralized power system for the maglev logistic vehicle.

FIG. 15 is the three-dimensional schematic diagram showing a maglev logistic turnout system.

FIG. 16 is the front view of a maglev logistic handling system.

FIG. 17 is the schematic diagram showing a maglev logistic signal system.

FIG. 18 is the schematic diagram showing a straddle logistic monorail bridge track beam system with single-pier installed on the central zone of an expressway.

FIG. 19 is the front view of a straddle logistic monorail vehicle system.

FIG. 20 is the three-dimensional schematic diagram showing the straddle logistic monorail vehicle system.

FIG. 21 is the schematic diagram of a suspended monorail bridge guideway system with single-pier installed on the central zone of the expressway.

FIG. 22 is the front view of the single-column pier stud system for a suspended monorail bridge guideway.

FIG. 23 is the three-dimensional schematic diagram showing the single-column pier stud system for the suspended monorail bridge guideway.

FIG. 24 is the front view of a frame-type pier shad system for a suspended monorail bridge guideway.

FIG. 25 is the three-dimensional schematic diagram showing the frame-type pier shad system for the suspended monorail bridge guideway.

FIG. 26 is the front view of a suspended logistic monorail vehicle system.

FIG. 27 is the three-dimensional schematic diagram showing a suspended logistic monorail vehicle system.

FIG. 28 is the three-dimensional schematic diagram showing a suspended logistic monorail turnout system.

FIG. 29 is the top view of the suspended logistic monorail turnout system.

FIG. 30 is the front view of a suspended logistic monorail handling system.

FIG. 31 is the schematic diagram showing a suspended logistic monorail signal system.

FIG. 32 is the three-dimensional schematic diagram showing a double-mode monorail system with upper maglev type steel box guideway and lower suspended monorail I-shaped steel guideway.

FIG. 33 is the three-dimensional schematic diagram showing a double-mode monorail system with upper maglev type steel box guideways and lower suspended monorail steel box guideways with opening in the bottom.

FIG. 34 is the three-dimensional schematic diagram showing a double-mode monorail system with upper maglev I-shaped steel guideways and lower suspended monorail I-shaped steel guideways.

FIG. 35 is the three-dimensional schematic diagram showing a double-mode monorail system with upper maglev type I-shaped steel guideways and lower suspended monorail steel box guideways with opening in the bottom.

FIG. 36 is the three-dimensional schematic diagram showing a double-mode monorail system with upper straddle monorail steel box guideways and lower suspended monorail I-shaped steel guideways.

FIG. 37 is the three-dimensional schematic diagram showing a double-mode monorail system with upper straddle monorail steel box guideways and lower suspended monorail steel box guideways with opening in the bottom.

FIG. 38 is the three-dimensional schematic diagram showing a double-mode monorail system with upper maglev concrete guideways and lower suspended monorail concrete guideways with opening at the bottom.

FIG. 39 is the three-dimensional schematic diagram showing a double-mode monorail system with upper straddle monorail concrete guideways and lower suspended monorail concrete guideways with opening in the bottom.

FIG. 40 is the three-dimensional schematic diagram showing a double-mode monorail system with upper maglev concrete guideways and a lower suspended monorail I-shaped steel rail beam frame.

FIG. 41 is the three-dimensional schematic diagram showing a double-mode monorail system with upper straddle monorail concrete guideways and a lower suspended monorail I-shaped steel guideway frame.

FIG. 42 is the explanatory diagram showing the principle for the patent.

It is not difficult for the experts in the field to understand the features shown by the numbers in the figures in combination with the following embodiments, and therefore no more will be repeated.

DETAILED DESCRIPTION OF PREFERRED EMBODIMENT

The principle of this patent will be explained below.

The working principle of the maglev logistic monorail transportation system is explained in the following with reference to FIG. 7 and FIG. 8. But before that, it should be pointed out that the embodiments described in the figures are only for demonstration of the principle and cannot be understood as the limitation for the present invention.

First, the principle of the maglev logistic monorail transportation system based on this patent will be demonstrated with reference to FIG. 7 and FIG. 8. From the perspective of force, a maglev guideway 3a is installed on the top of cover beams 10a and 11a through bearings 6a and 7a, and a maglev guideway 4a is installed on the cover beams 10a and 11a through bearings 8a and 9a. The forces, comprising a gravity G1 of the maglev guideway and a gravity G2 received from the unmanned truck and impact force F1, are transmitted to the cover beams 10a and 11a through the bearings 6a and 7a, and then are transmitted by bridge piers 1a and 2a to the underground.

For the maglev logistic monorail transportation system, the construction cost needs to consider the following factors:

W = ∑ i = 1 3 ⁢ W i

where W₁ is the material and construction cost; W₂ is the increased cost for high vehicle speed requirements; and W₃ is the increased cost of in-car and distribution station construction requirements.

Because it is cargo transportation, the vehicle comfort requirements, the structure's impact on surrounding noise and the construction costs will be relatively reduced.

At present, the existing monorail system is all single-mode monorail system. For example, only the lower space of the pier cover beam is used in the suspended monorail traffic and upper space of the pier cover beam is discarded, while in the straddle monorail traffic and maglev traffic, only the upper space is used and the lower space of the pier cover beam is discarded. Therefore, for this single-mode monorail transportation, the biggest problem is that the space utilization rate is too low. From the point of view of traffic level, only one level is used. The passenger flow of the traffic section is Q=q₀, and q₀ is the cross-section single-mode traffic passenger flow per unit time. The logistic flow of the traffic of the cross-section is W=w₀·w₀ is single-mode traffic volume per unit time.

In response to the above problems, combined with the actual situation and characteristics of monorail transportation, a lot of research and simulation has been conducted. Based on the existing theories and practical experience, this patent is proposed which considering the advantages of monorail transportation and the concept of elevated three-dimensional space.

The double-mode monorail system is proposed in this patent. The working principle of the double-mode monorail system is explained in the following texts with reference to the accompanying figures. But before that, it should be pointed out that the embodiments described in the figures are only for demonstration of the principle and cannot be understood as the limitation for the present invention.

First, the principle of the double-mode monorail system based on this patent will be demonstrated with reference to FIG. 42. From the perspective of structure, maglev steel box guideways 3a″″ and 4a″″ are installed on the top of cover beams 7a″″ and 8a″″, and suspended monorail I-shaped steel guideways 5a″″ and 6a″″ are installed at the bottom of the cover beams 7a″″ and 8a″″. A gravity G1 of the maglev steel box track girder and a gravity G2 of the suspended monorail I-shaped steel track girder are transmitted to the bridge pier cover girder.

The principle of the double-mode monorail system based on this patent will be demonstrated with reference to FIG. 42. The double-mode monorail system is proposed in this patent, in which the system is set on the same pier stud.

The space is divided into two levels by a bridge pier cover beam structure, K1 and K2, the lower and upper levels of the cover beam. The lower and upper traffic levels are used to increase the cross-section passenger flow or logistic flow, and the cross-section passenger flow or logistic transportation capacity is improved.

In terms of passenger flow, the total passenger flow of a certain section is calculated as follows:

Q = ∑ i = 1 2 ⁢ q i

where q₁ is the monorail traffic passenger flow in level K1; and q₂ is the monorail traffic passenger flow in level K2.

Compared with the existing single-mode transportation system, the passenger transportation capacity of this patent has increased to the two-level space passenger transportation capacity, which is double the passenger flow transportation capacity of the existing single-mode transportation system.

In terms of logistics, the total logistic flow of a certain section is calculated as follows:

W = ∑ i = 1 2 ⁢ w i

where w₁ is the monorail traffic volume in level K1; and w₂ is the monorail traffic volume in level K2.

Compared with the existing single-mode transportation system, the logistic transportation capacity of this patent has increased to a two-level spatial logistic transportation capacity, which is doubled compared to the existing single-mode transportation system. The double-mode monorail transportation can be operated in a same three-dimensional space, in which the problems of low space utilization rate and less level in current single-mode monorail system will be solved, and the goal of improving the double-mode monorail level will be truly achieved. The burden of ground transportation will be obviously reduced.

The double-mode monorail system is proposed in this patent, in which the double-mode monorail system can be adopted on the bridge pier line and integrated construction. The two monorails operate independently without mutual interference, in which the space utilization can be improved. This patent will be further explained with embodiments.

Embodiment 1. A Maglev Logistic Monorail Transportation System on the Central Zone of the Highway with Decentralized Power Logistic Vehicles

It is known that a section of maglev logistic monorail transportation system has been built on the central zone of the highway, comprising a maglev logistic track beam system, a maglev logistic vehicle system, a maglev logistic turnout system, a maglev logistic handling system and a maglev logistic signal system. Power logistic vehicles are used in the maglev logistic vehicle system, and the specific implementation is as follows:

The maglev logistic monorail transportation system based on this patent will be demonstrated with reference to FIG. 1, FIG. 2, FIG. 7-FIG. 12, and FIG. 15-FIG. 17.

The maglev logistic track beam system comprises a single-column pier stud form and a frame-type pier shad form. The single-column pier stud form is set on the green belt in the center of a highway, that is, between the highway G1 and the highway G2, as shown in FIG. 1. When the distance between the green belt is too small or the obstacles exist in the belt, the frame-type pier shad form is adopted, and the frame-type pier shad form is erected on both sides of the highway, namely, a highway G3 and a highway G4, as shown in FIG. 2.

In the single-column pier stud form of the maglev logistic track beam system, the single-column pier stud structure of the maglev logistic track beam system comprises bridge piers 1a, 2a, maglev guideways 3a, 4a, and a maglev logistic vehicle 5a. The maglev guideway 3a is installed on the top of cover beams 10a and 11a through the bearings 6a and 7a; the maglev guideway 4a is installed on the top of the cover beams 10a and 11a through bearings 8a and 9a. The unmanned maglev logistic vehicle 5a runs on the maglev guideway 4a straddling.

In some complex lines, the frame-type pier shad form of the maglev logistic track beam system is adopted. The frame-type pier shad structure of the maglev logistic track beam system comprises the piers 1-1b, 1-2b, 2-1b, 2-2b, the maglev guideways 3b, 4b, and a maglev logistic vehicle 5b. The maglev guideway 3b is installed on the top of cover beams 10b and 11b through bearings 6b and 7b; the maglev guideway 4b is installed on the top of cover beams 10b and 11b through bearings 8b and 9b. An unmanned maglev logistic vehicle 5b runs on the maglev guideway 4b straddling. It should be pointed out that the adoption of the single-column pier stud form or the frame-type pier shad form of the maglev logistic track beam system should depend on the specific conditions of the route. Only one form of single-column pier stud, or frame-type pier shad can be adopted in the maglev logistic track beam system. The form of single-column pier stud and frame-type pier shad can also be adopted at the same time.

The vehicle structure used in the maglev logistic vehicle system comprises the car bodies 5-11, 5-31, maglev bogies 5-14, 5-34 and a connecting piece 5-2. The car body 5-11 and 5-31 are open structure, and cargo containers 5-12 and 5-13 are installed on 5-11. Cargo containers 5-32 and 5-33 are installed on 5-31. The maglev bogie 5-14 is installed at the bottom of the car body 5-11, and comprises an electromagnet 5-15 and a linear motor 5-16. The electromagnet 5-15 is used for the suspension and guide of the car body 5-11. The linear motor 5-16 is used for front and rear driving of the car body 5-11. The maglev bogie 5-34 is installed at the bottom of the car body 5-31, and comprises an electromagnet 5-35 and a linear motor 5-36. The electromagnet 5-35 is used for the suspension and guide of the car body 5-31. The linear motor 5-36 is used for the front and rear driving of the car body 5-31. The car body 5-11 and 5-31 are connected through the connection system 5-2. It should be pointed out that the number of logistic vehicles in the maglev logistic vehicle system is not only two. The number of logistic vehicles depends on the specific logistic transportation conditions.

In the maglev logistic turnout system, the switch structure is composed of a single pillar 1c, frames 2c, 3c, 4c and a maglev turnout beam 5c. The maglev turnout beam with 5c is a track beam with three flexible joints, which can be rotated at the top area of the frame 2c and 3c. A rail trolley 9c is arranged on a track 6c on the top of the frame 2c, which is used to drive the rotation of the maglev turnout beam 5c; the rail trolley 10c is arranged on a rail 7c on the top of the frame 3c, which is used to drive the rotation of the maglev turnout beam 5c; a rail trolley 11c is arranged on track 8c on the top of the frame 4c, which is used to drive the rotation of the maglev turnout beam 5c. The coordinated work of the rail trolley 9c, 10c, and 11c makes the maglev turnout beam 5c rotate to the suitable position to achieve the goal of the maglev logistic turnout system.

In the maglev type logistic handling system, the maglev type logistic loading and unloading structure is composed of a distribution station 1d, an overhead traveling crane 2d, an overhead traveling crane 3d and an overhead traveling crane 4d. When loading, cargo 5d, cargo 6d, cargo 7d, cargo 8d, cargo 9d and cargo 10d are loaded by crane 2d, crane 3d and crane 4d into the logistic vehicle from the upper part. When unloading, cargos 5d, 6d, 7d, 8d, 9d and 10d are taken by crane 2d and crane 3d and the crane 4d from the logistic vehicle and then sent to a suitable storage place. It should be noted that the above is only the implementation mode. In the actual distribution station, the number of cranes is not only three. The specific number of cranes should be considered comprehensively according to the scale of the distribution station.

In the signal systems of the maglev logistics, the maglev logistic signal system comprises an unmanned driving system and a turnout control signal system. Maglev logistic vehicles are controlled by the unmanned driving system to run according to the route conditions, and the maglev logistic switch is controlled by the turnout control signal system to switch line according to the operation of the maglev logistic vehicles to make the maglev logistic vehicles travel along the target line.

Embodiment 2. A Maglev Type Logistic Monorail Transportation System in the Filed with Decentralized Power Logistic Vehicles

It is known that a section of maglev logistic monorail transportation system is constructed in a field, comprising the maglev logistic track beam system, the maglev logistic vehicle system, the maglev logistic turnout system, the maglev logistic handling system and the maglev logistic signal system. The distributed power logistic vehicles are used in the maglev logistic vehicle system, and the specific implementation is as follows:

With reference to FIG. 3, FIG. 4, FIG. 7-FIG. 12, FIG. 15-FIG. 17, a maglev-type logistic monorail transportation system based on this patent will be demonstrated.

The maglev logistic track beam system comprises a single-column pier stud form and the frame-type pier shad form. The single-column pier stud form is set on the planned route of the field T1, as shown in FIG. 3. When there are obstacles T3 such as trees in the planned route in the field T2, the frame-type pier shad form is adopted, and the frame-type pier shads are erected on both sides of the obstacle T3, as shown in FIG. 4.

In this embodiment 2, the principle and structure of the single-column pier stud form and frame-type pier shad form of the maglev logistic track beam system of the maglev logistic monorail transportation system, the maglev logistic vehicle system, the maglev logistic turnout system, the maglev logistic handling system and the maglev-type logistic signal system are the same as those in the embodiment 1, and will not be repeated here.

Embodiment 3. A Maglev Type Logistic Monorail Transportation System in Urban Streets with Decentralized Power Logistic Vehicles

It is known that a section of the maglev logistic monorail transportation system has been built in an urban street, comprising the maglev logistic track beam system, the maglev logistic vehicle system, the maglev logistic turnout system, the maglev logistic handling system and the maglev logistic signal system. The distributed power logistic vehicles are adopted in the logistic vehicle system, and the specific implementation is as follows:

A maglev-type logistic monorail transportation system based on this patent will be demonstrated with reference to FIG. 5-12 and FIG. 15-17.

The maglev logistic track beam system comprises the single-column pier stud form and the frame-type pier shad form. The single-column pier stud form is set on the green belt, the region between an urban street C1 and an urban street C2, in the center of urban streets, as shown as in FIG. 5. When the spacing between the separation belts in the center of urban streets is too small or there are obstacles, the frame-type pier shad form is adopted, and the frame-type pier shads are erected on both sides of the urban street C3, as shown in FIG. 6.

In this embodiment 3, the principle and structure of the single-column pier stud form and frame-type pier shad form of the maglev logistic track beam system of the maglev logistic monorail transportation system, the maglev logistic vehicle system, the maglev logistic turnout system, the maglev logistic handling system and the maglev-type logistic signal system are the same as those in the embodiment 1, and will not be repeated here.

Embodiment 4. A Maglev-Type Logistic Monorail Transportation System on the Central Reservation of the Highway with Centralized Power Logistic Vehicles

It is known that a section of maglev-type logistic monorail transportation system has been built on the central reservation of a certain highway, comprising the maglev logistic track beam system, the maglev logistic vehicle system, the maglev logistic turnout system, the maglev logistic handling system and the maglev logistic signal system. Centralized power logistic vehicles are adopted in the maglev logistic vehicle system, and the specific implementation is as follows:

A maglev-type logistic monorail transportation system based on this patent will be demonstrated with reference to FIG. 1, FIG. 2, FIG. 7-FIG. 10, FIG. 13-FIG. 17.

The maglev logistic track beam system comprises the single-column pier stud form and the frame-type pier shad form. The single-column pier stud form is set on the green belt in the center of the highway, the space between the highway G1 and the highway G2, as shown in FIG. 1. When the distance of the separation belt is too small, or there is the influence of obstacles, the frame-type pier shad is adopted, and the frame-type pier shad is erected on both sides of the road, that is, the road G3 and the road G4, as shown in FIG. 2.

In this embodiment 4, the principle and structure of a single-column pier stud form and a frame-type pier shad form of the maglev logistic track beam system of the maglev logistic monorail transportation system, the maglev logistic turnout system, the maglev logistic handling system, and the maglev logistic signal system are the same as the above embodiments 1 and won't be repeated here. The following text focuses on the maglev logistic vehicle system in this embodiment.

In the maglev type logistic vehicle system in embodiment 4, the structure of the maglev logistic vehicle comprises a car body 5-41, a car body 5-61, a maglev bogie 5-44, a maglev bogie 5-64 and a connecting piece 5-5. The car body 5-41 and the car body 5-61 are open-type structures. A cargo container 5-42 and a cargo container 5-43 are installed on the car body 5-41; a cargo container 5-62 and a cargo container 5-63 are installed on the car body 5-61. The maglev bogie 5-44 is installed at the bottom of the car body 5-41. The maglev bogie 5-44 comprises an electromagnet 5-45 and a linear motor 5-46. The electromagnet 5-45 is used for the suspension and guidance of the car body 5-41; the linear motor 5-46 is used for the front and rear driving of the car body 5-41; the bottom of the car body 5-61 is equipped with the maglev bogie 5-64, which comprises a electromagnet 5-65; the electromagnet 5-65 is used for the suspension and guidance of the car body 5-61, and the car body 5-41 and the car body 5-61 are connected by the connecting system 5-5. It should be pointed out that the number of logistic vehicles in the maglev logistic vehicle system is not only two. The number of specific logistic vehicles depends on the specific logistic and transportation conditions. The position of the bogie 5-44 with linear motor 5-46 can be grouped at the head of the logistic vehicle, and it can also be at the rear of the marshalling logistic vehicle or in the middle of the marshalling logistic vehicle.

Embodiment 5. A Maglev Logistic Monorail Transportation System in the Filed with Centralized Powered Logistic Vehicles

It is known that a section of maglev-type logistic monorail transportation system has been constructed in a field, comprising the maglev logistic track beam system, the maglev logistic vehicle system, the maglev logistic turnout system, the maglev logistic handling system, and the maglev logistic signal system. The centralized power logistic vehicles are used in the maglev-type logistic vehicle system, and the specific implementation is as follows:

A maglev type logistic monorail transportation system based on this patent will be demonstrated with reference to FIG. 3, FIG. 4, FIG. 7-FIG. 10, FIG. 13-FIG. 17.

The maglev logistic track beam system comprises the single-column pier stud form and the frame-type pier shad form. The single-column pier stud form is set on the planned route of the field T1, as shown in FIG. 3. When there are obstacles T3 such as trees in the planned route in the field T2, the frame-type pier shad form is adopted, and the frame-type pier shads are erected on both sides of the obstacle T3, as shown in FIG. 4.

In this embodiment 5, the principle and structure of the single-column pier stud form and frame-type pier shad form of the maglev logistic track beam system of the maglev logistic monorail transportation system, the maglev logistic vehicle system, the maglev logistic turnout system, the maglev logistic handling system, and the maglev logistic signal system are the same as the above-mentioned embodiment 4, and will not be repeated here.

Embodiment 6. A Maglev Logistic Monorail Transportation System in Urban Streets with Centralized Powered Logistic Vehicles

It is known that a section of maglev logistic monorail transportation system has been built in an urban street, comprising the maglev logistic track beam system, the maglev logistic vehicle system, the maglev logistic turnout system, the maglev logistic handling system and the maglev logistic signal system. The centralized power logistic vehicles are used in the integrated logistic vehicle system, and the specific implementation is as follows:

A maglev-type logistic monorail transportation system based on this patent will be demonstrated with reference to FIG. 5-10 and FIG. 13-17.

The maglev logistic track beam system comprises the single-column pier stud form and the frame-type pier shad form. The single-column pier stud form is set on the green belt in the center of urban streets, the space between an urban street C1 and an urban street C2, as shown in FIG. 5. When the spacing between the green belts in the center of urban streets is too small or there are obstacles, the frame-type pier shad form is adopted, and the frame-type pier shads are erected on both sides of an urban street C3, as shown in FIG. 6.

In the embodiment 6, the principle and structure of the single-column pier stud form and frame-type pier shad form of the maglev logistic track beam system of the maglev logistic monorail transportation system, the maglev logistic vehicle system, the maglev logistic turnout system, the maglev logistic handling system and the maglev logistic signal system are the same as those in the above-mentioned embodiment 4, and will not be repeated here.

In the above description, the maglev type logistic monorail transportation system is taken as an example to describe the logistic monorail transportation system according to the present invention. The logistic monorail transportation system according to the present invention may also comprise a straddle-type logistic monorail transportation system or a suspended logistic monorail transportation system. The differences will be described below with reference to the drawings.

Embodiment 7. Straddle Logistic Monorail Transportation System

The straddle logistic monorail transportation system according to the present invention has basically the same structure as the above-mentioned maglev logistic monorail transportation system, and the difference lies in the use of straddle-type monorail guideways and straddle-type logistic monorail vehicles. FIG. 18 is a schematic diagram showing a single-column pier stud straddle-type logistic monorail bridge guideway system set on the central reservation of the expressway, in which a straddle-type monorail guideway is adopted. Of course, the straddle logistic monorail transportation system can also have the configuration as shown in FIG. 2-6.

The straddle logistic monorail vehicle system in this embodiment 7 will be described below, known as FIG. 19 and FIG. 20. The structure of the straddle logistic monorail vehicle is composed of a car body 5-11′, a car body 5-31′, and the bogies of straddle monorail vehicle 5-14′, bogies 5-34′ and a connecting piece 5-2′. Car body 5-11′ and car body 5-31′ are open-type structures; cargo container 5-12′ and cargo container 5-13′ are installed on car body 5-11′; cargo container 5-32′ and cargo container 5-33′ are installed on the car body 5-31′. The straddle monorail bogie 5-14′ is installed at the bottom of the car body 5-11′, and the straddle monorail bogie 5-14′ comprises walking wheels 5-15′, guide wheels 5-16′ and steady wheels 5-17′. The walking wheels 5-15′ is used for the support and traction of the car body 5-11′; the guide wheels 5-16′ is used for the guidance of the car body 5-11′, and the steady wheels 5-17′ is used to maintain the car body 5-11′ balance and stability. The straddle monorail bogie 5-34′ is installed at the bottom of car body 5-31′. The straddle monorail bogie 5-34′ comprises walking wheels 5-35′, guide wheels 5-36′ and steady wheels 5-37′. Walking wheels 5-35′ are used for the support and traction of the car body 5-31′. Guide wheels 5-36′ are used for guiding the car body 5-31′, and the steady wheels 5-37′ is used to maintain the balance and stability of the car body 5-31′, and the car body 5-11′ and the car body 5-31′ are connected by a connecting system 5-2′. It should be pointed out that the number of logistic vehicles in the straddle logistic monorail vehicle system is not only two. The number of specific logistic vehicles depends on the specific logistic and transportation conditions. The straddle logistic monorail vehicle may be a decentralized power logistic vehicle or a centralized power logistic vehicle. When it is a centralized power logistic vehicle, the same walking wheels can be shared by two or more vehicle bodies.

In the embodiment 7, the single-column pier stud form and frame-type pier shad form of the straddle logistic monorail bridge guideway system of a straddle logistic monorail transportation system, a straddle logistic single turnout beam with system, and a straddle logistic monorail handling system and a straddle logistic monorail signal system are respectively the same as the single-column pier stud form and frame-type pier shad form of the maglev logistic track beam system of the above-mentioned maglev logistic monorail transportation system, the maglev logistic turnout system, the maglev logistic handling system and the maglev logistic signal system, so they won't be repeated here. The straddle logistic monorail transportation system with decentralized power logistic vehicles or the straddle logistic monorail transportation system with centralized power logistic vehicles according to the present invention can be installed on the highway, in the field, or in the urban area. In the street, the setting method is the same as that of the maglev-type logistic monorail transportation system, and will not be repeated here.

Embodiment 8. Suspended Logistic Monorail Transportation System

The suspended monorail system according to the present invention has basically the same structure as the above-mentioned maglev monorail system, the only difference lies in the use of suspended monorail guideways and suspended logistic monorail vehicles. FIG. 21 shows a schematic diagram of a single-column pier stud suspended monorail bridge guideway system setting on the central reservation of the expressway, in which a straddle monorail guideway is used. The suspended logistic monorail transportation system can also have the installation form as shown in FIG. 2-6, which means that it can be installed in the field or in the urban street.

The following text describes the suspended logistic monorail vehicle system in this embodiment 8, referring to FIG. 22-31. In the single-column pier stud form of the suspended logistic monorail track beam system, a single pier of the suspended logistic monorail track beam system comprises a bridge pier 1a″, a bridge pier 2a″, a suspended monorail guideway 3a″, a suspended monorail guideway 4a″, and a suspended logistic monorail vehicle 5a″. The suspended monorail guideway 3a″ is installed at the bottom of a cover beam 10a″ and a cover beam 11a″ through a steel cable 12a″. Bearings 6a″ and 7a″, and the suspended monorail guideway 4a″ passes a steel cable 13a″. Bearing 8a″ and 9a″ are installed at the bottom of the cover beam 10a″ and the cover beam 11a″, and an unmanned suspended logistic monorail vehicle 5a″ is suspended on the suspended monorail guideway 4a″.

In some complex lines, the frame-type pier shad form of the suspended logistic monorail track beam system is adopted. The frame-type pier shad structure of the suspended logistic monorail track beam system comprises piers 1-1b″, piers 1-2b″, pier 2-1b″, pier 2-2b″, suspended monorail guideway 3b″, suspended monorail guideway 4b″, suspended logistic monorail vehicle 5b″. The suspended monorail guideway 3b″ is installed on the bottom of a cover beam 10b″ and a cover beam 11b″ through a steel cable 12b″. Bearings 6b″ and 7b″, and the suspended monorail guideway 4b″ are installed at the bottom of the cover beam 10b″ and the cover beam 11b″ through a steel cable 13b″. Bearings 8b″ and 9b″, and the unmanned suspended logistic monorail vehicle 5b″ are suspended on the suspended monorail guideway 4b″ for operation. It should be pointed out that the single-column pier stud form of the suspended logistic monorail track beam system and the frame-type pier shad form of the suspended logistic monorail track beam system should be determined according to the specific conditions of the line. It can use only one single-column pier stud form of the suspended logistic monorail track beam system; or only the frame-type pier shad form of the suspended logistic monorail track beam system. The suspended logistic monorail track beam, the single-column pier stud form of the system and the frame-type pier shad form of the suspended logistic monorail track beam system can also be used at the same time.

In the above-mentioned suspended logistic monorail vehicle system, the suspended logistic monorail vehicle structure comprises a car body 5-11″, a car body 5-31″, a suspended monorail bogie 5-14″, a suspended monorail vehicle bogie 5-34″ and a connecting piece 5-2″. Car body 5-11″ and car body 5-31″ are open-bottom structures; cargo containers 5-12″ and cargo containers 5-13″ are installed under car body 5-11″; cargo containers 5-32″ and cargo container 5-33″ are installed under the car body 5-31″; the top of the car body 5-11″ is installed with the suspended monorail bogie 5-14″. Each side of the suspended monorail bogie 5-14″ comprises walking wheels 5-15″, walking wheels 5-16″, walking wheels 5-17″ and guide wheels 5-18″, while walking wheels 5-15″, walking wheels 5-16″ and walking wheels 5-17″ are used for the support and traction of the car body 5-11″, and the guide wheels 5-18″ are used for the guidance of the car body 5-11″; the suspended monorail bogie 5-34″ is installed on the top of the car body 5-31″; each side of the suspended monorail bogie 5-34″ comprises walking wheels 5-35″, walking wheels 5-36″ and walking wheels 5-37″ and guide wheels 5-38″, while walking wheels 5-35″, walking wheels 5-36″ and walking wheels 5-37″ are used for the support and traction of the car body 5-31″. Guide wheels 5-38″ are used to guide the car body 5-31″; the car body 5-11″ and the car body 5-31″ are connected by the connecting system 5-2″. It should be pointed out that the number of logistic vehicles in the suspended logistic monorail vehicle system is not only two. The number of specific logistic vehicles depends on the specific logistic and transportation conditions.

In the suspended logistic monorail turnout system, the suspended logistic monorail turnout structure is composed of a single pillar 1c″, a frame 2c″, a frame 3c″, a frame 4c″, and a suspended monorail switch beam 5c″. The suspended monorail turnout beam 5c″ is a guideway with three flexible joints. The suspended monorail turnout beam 5c″ can be rotated at the bottom area of the frame 2c″ and the bottom area of the frame 3c″. A rail trolley 9c″ is installed at a rail 6c″ at the bottom of the frame 2c″, which is used to drive the rotation of the suspended monorail turnout beam 5c″, and a rail trolley 10c″ is arranged on a rail 7c″ at the bottom of the frame 3c″ for driving the rotation of the suspended monorail turnout beam 5c″. The rail trolley 11c″ is arranged on the track 8c″ at the bottom of the frame 4c″, and is used to drive the rotation of the suspended monorail turnout beam 5c″. The suspended monorail turnout beam 5c″ is rotated by the coordinated work of the rail trolley 9c″, the rail trolley 10c″, and a rail trolley 11c″ to a suitable position to achieve the steering goal of the suspended logistic monorail turnout system.

In the suspended logistic monorail handling system, the suspended logistic monorail handling structure comprises a distribution station 1d″, a forklift 2d″ and a forklift 3d″. When loading, cargo 4d″, cargo 5d″, cargo 6d″, cargo 7d″, cargo 8d″, and cargo 9d″ are loaded by forklift 2d″ and forklift 3d″ into the logistic vehicle from the bottom. When unloading, the cargo 4d″, cargo 5d″, cargo 6d″, cargo 7d″, cargo 8d″ and cargo 9d″ are taken by forklift 2d″ and the forklift 3d″ from the logistic vehicle and transport them to the appropriate depository. It should be pointed out that the above is only the implementation mode. In the actual distribution station, the number of cranes is not only three, and the number of forklifts is not only two. The specific number of cranes and forklifts should be considered comprehensively according to the scale of the distribution station. In the suspended logistic monorail signal system, the suspended logistic monorail signal system comprises an unmanned driving system and a turnout control signal system. The suspended logistic monorail vehicle is controlled by the unmanned driving system to run according to the line conditions, and the suspended logistic monorail switch is controlled by the turnout control signal system to convert line according to the operation of the suspended logistic monorail vehicle to make the suspended logistic monorail vehicle travel along the target line.

The embodiment 8 has been described by setting up a suspended logistic monorail transportation system with distributed power logistic vehicles on the central reservation of highway, in the fields or in the urban streets. The suspended logistic monorail transportation system according to the present invention can also comprise the centralized power logistic vehicle, which can also perform the above three setting methods. In the following text, the centralized power logistic vehicle will be described.

As shown in FIG. 26 and FIG. 27, the suspended monorail vehicle structure comprises a car body 5-11″, a car body 5-31″, suspended monorail bogies 5-14″, 5-34″ and a connecting piece 5-2″. Car body 5-11″ and car body 5-31″ are open-type structure; a cargo container 5-12″ and a cargo container 5-13″ are installed under the car body 5-11″; a cargo container 5-32″ and a cargo container 5-33″ are installed under the car body 5-31″; the top of the car body 5-11″ is installed with the suspended monorail bogie 5-14″, and the suspended monorail bogie 5-14″ comprises walking wheels 5-15″, guide wheels 5-16″ and steady wheels 5-17″, while the walking wheels 5-15″ are used for the support and traction of car body 5-11″, and the guide wheels 5-16″ are used to guide the car body 5-11″; the steady wheels 5-17″ are used to maintain the balance and stability of the car body 5-11″. The monorail bogies 5-34″ is installed on the top of the car body 5-31″, which comprises walking wheels 5-35″, guide wheels 5-36″ and steady wheels 5-37″. The walking wheels 5-35″ are used to support the car body 5-31″, the guide wheels 5-36″ are used to guide the car body 5-31″, and the steady wheels 5-37″ are used to maintain the balance and stability of the car body 5-31″. The car body 5-11″ and the car body 5-31″ are connected through the connection piece 5-2″. It should be pointed out that the number of logistic vehicles in the suspended logistic monorail vehicle system is not only two. The number of specific logistic vehicles depends on the specific logistic and transportation conditions. The position of the bogie 5-14″ of the walking wheels 5-15″ with traction function can be at the head of a marshalling logistic vehicle, the rear of the marshalling logistic vehicle, or the middle of the marshalling logistic vehicle.

According to the present invention, the suspended logistic monorail transportation system with decentralized power logistic vehicles or the suspended logistic monorail transportation system with centralized power logistic vehicles can be installed on the central reservation of highway, in the field, or in the urban streets, which is the same as the maglev logistic monorail transportation system, and won't be repeated here.

Embodiment 9. A Double-Mode Monorail System with Upper Maglev Steel Box Guideways and Lower Suspended Monorail I-Shaped Steel Guideways

An example of a double-mode monorail system based on this patent will be described with reference to FIG. 32. The structure comprises a bridge pier 1a″″, a bridge pier 2a″″, a maglev steel box guideway 3a″″, a maglev steel box guideway 4a″″, a suspended monorail I-shaped steel guideway 5a″″ and a suspended monorail I-shaped steel guideway 6a″″. The maglev steel box guideway 3a″″ and the maglev steel box guideway 4a″″ are installed on cover beams 7a″″ and 8a″″ by bearings. Suspended monorail I-shaped steel guideway 5a″″ and suspended monorail I-shaped steel guideway 6a″″ are installed at the bottom of the cover beam 7a″″ and the cover beam 8a″″ by bearings and cables.

Embodiment 10. A Double-Mode Monorail System with Upper Maglev Steel Box Guideways and Lower Suspended Monorail Bottom Opening Steel Box Guideways

A double-mode monorail system based on this patent is demonstrated in conjunction with reference to FIG. 33. The structure comprises a bridge pier 1b″″, a bridge pier 2b″″, a maglev steel box guideway 3b″″, a maglev steel box guideway 4b″″, and a suspended monorail bottom opening steel box guideway 5b″″ and a suspended monorail bottom opening steel box guideway 6b″″. The maglev steel box guideway 3b″″ and the maglev steel box guideway 4b″″ are installed at the top of cover beams 7b″″ and 8b″″ by bearings; the suspended monorail bottom opening steel box guideway 5b″″ and the suspended monorail bottom opening steel box guideway 6b″″ are installed at the bottom of cover beams 7b″″ and 8b″″ by bearings and cables.

Embodiment 11. A Double-Mode Monorail System with Upper Maglev I-Shaped Steel Guideways and Lower Suspended Monorail I-Shaped Steel Guideways

An example of a double-mode monorail system based on this patent will be described with reference to FIG. 34. The structure comprises a bridge pier 1c″″, a bridge pier 2c″″, a maglev I-shaped steel guideway 3c″″, a maglev I-shaped steel guideway 4c″″, a suspended monorail I-steel guideway 5c″″, and a suspended monorail I-shaped steel guideway 6c″″. The maglev I-steel guideway 3c″″ and the maglev I-steel guideway 4c″″ are installed on the top of cover beams 7c″″ and 8c″″ by bearings, and the suspended monorail I-shaped steel guideway 5c″″ and the suspended monorail I-shaped steel guideway 6c″″ are installed at the bottom of cover beams 7c″″ and 8c″″ by bearings and cables.

Embodiment 12. A Double-Mode Monorail System with Upper Maglev I-Shaped Steel Guideways and Lower Suspended Monorail with Steel Box Guideways with Bottom Opening

An example of a double-mode monorail system based on this patent will be described with reference to FIG. 35. The structure is composed of a bridge pier 1d″″, a bridge pier 2d″″, a maglev I-shaped steel guideway 3d″″, a maglev I-shaped steel guideway 4d″″, a suspended monorail bottom opening steel box guideway 5d″″ and a suspended monorail bottom opening steel box guideway 6d″″. The maglev type I-shaped steel guideway 3d″″ and the maglev I-shaped steel guideway 4d″″ are installed on top of cover beams 7d″″ and 8d″″ by bearings; the suspended monorail bottom opening steel box guideway 5d″″ and the suspended monorail bottom opening steel box guideway 6d″″ are installed on the bottom of cover beams 7d″″ and 8d″″ by bearings and cables.

Embodiment 13. A Double-Mode Monorail System with Upper Straddle Monorail Steel Box Guideways and Lower Suspended Monorail I-Shaped Steel Guideways

An example of a double-mode monorail system based on this patent will be described with reference to FIG. 36. The structure comprises a bridge pier 1e″″, a bridge pier 2e″″, a straddle monorail steel box guideway 3e″″, a straddle monorail steel box guideway 4e″″, a suspended monorail steel guideway 5e″″ and a suspended monorail I-shaped steel guideway 6e″″. The straddle monorail steel box guideway 3e″″ and the straddle monorail steel box guideway 4e″″ are installed on top of cover beams 7e″″ and 8e″″ by bearings; suspended monorail I-shaped steel guideway 5e″″ and suspended monorail I-shaped steel guideway 6e″″ are installed on the bottom of the cover beam 7e″″ and the cover beam 8e″″ by bearings and cables.

Embodiment 14. A Double-Mode Monorail System with Upper Straddle Monorail Steel Box Guideways and Lower Suspended Monorail Steel Box Guideways with Bottom Opening

An example of a double-mode monorail system based on this patent will be described with reference to FIG. 37. The structure comprises a bridge pier if″″, a bridge pier 2f″″, a straddle monorail steel box guideway 3f″″, a straddle monorail steel box guideway 4f″″, a suspended monorail bottom open steel box guideway 5f″″ and a suspended monorail bottom open steel box guideway 6f″″. The straddle monorail steel box guideway 3f″″ and the straddle monorail steel box guideway 4f″″ are installed on the top of cover beams 7f″″ and 8f″″ by bearings; the suspended monorail bottom opening steel box guideway 5f″″ and the suspended monorail bottom opening steel box guideway 6f″″ are installed at the bottom of cover beams 7f″″ and 8f″″ by bearings and cables.

Embodiment 15. A Double-Mode Monorail System with Upper Maglev Concrete Guideways and Lower Suspended Monorail Concrete Guideways with Bottom Opening

An example of a double-mode monorail system based on this patent will be described with reference to FIG. 38. The structure comprises a bridge pier 1g″″, a bridge pier 2g″″, a maglev concrete guideway 3g″″, a maglev concrete guideway 4g″″, and a suspended monorail bottom opening concrete guideway 5g″″ and a suspended monorail bottom opening concrete guideway 6g″″. The maglev concrete guideway 3g″″ and the maglev concrete guideway 4g″″ are installed on cover beams 7g″″ and 8g″″ by bearings; the suspended monorail bottom opening concrete guideway 5g″″ and the suspended monorail bottom opening concrete guideway 6g″″ are installed on the bottom of cover beams 7g″″ and 8g″″ by bearings and cables.

Embodiment 16. A Double-Mode Monorail System with Upper Straddle Monorail Concrete Guideways and Lower Suspended Monorail Concrete Guideways with Opening at the Bottom

An example of a double-mode monorail system based on this patent will be described with reference to FIG. 39. The structure comprises a bridge pier 1h″″, a bridge pier 2h″″, a straddle monorail concrete guideway 3h″″, a straddle monorail concrete guideway 4h″″, a suspended monorail bottom opening concrete guideway 5h″″ and a suspended monorail bottom opening concrete guideway 6h″″. The straddle monorail concrete guideway 3h″″ and the straddle monorail concrete guideway 4h″″ are installed on top cover beams 7h″″ and the cover beam 8h″″ through the bearings; the suspended monorail bottom opening concrete guideway 5h″″ and the suspended monorail bottom opening concrete guideway 6h″″ are installed at the bottom of the cover beam 7h″″ and the cover beam 8h″″ through the bearings and the cables.

Embodiment 17. A Double-Mode Monorail System with Upper Maglev Concrete Guideways and Lower Suspended Monorail I-Shaped Steel Guideways

An example of a double-mode monorail system based on this patent will be described with reference to FIG. 40. The structure comprises a bridge pier 1-1i″″, bridge piers 1-2i″″, a bridge pier 2-1i″″, a bridge pier 2-2i″″, a maglev concrete guideways 3i″″, a maglev concrete guideway 4i″″, a suspended monorail I-shaped steel guideway 5i″″ and a suspended monorail I-shaped steel guideway 6i″″. The maglev concrete guideway 3i″″ and the maglev concrete guideway 4i″″ are installed on the top of cover beams 7i″″ and 8i″″ by bearings; the suspended monorail I-shaped steel guideway 5i″″ and the suspended monorail I-shaped steel guideway 6i″″ are installed at the bottom of the cover beam 7i″″ and the cover beam 8i″″ through bearings and cables.

Embodiment 18. A Double-Mode Monorail System with the Upper Straddle Monorail Concrete Guideway and the Lower Suspended Monorail I-Shaped Steel Guideway

An example of a dual-standard monorail system based on this patent will be described with reference to FIG. 41. The structure comprises a pier 1-1j″″, a pier 1-2j″″, a pier 2-1j″″, a pier 2-2j″″, a straddle monorail concrete guideway 3j″″, a straddle monorail concrete guideway 4j″″, a suspended monorail I-steel guideway 5j″″ and a suspended monorail I-shaped steel guideway 6j″″. The straddle monorail concrete guideway 3j″″ and the straddle-type monorail concrete guideway 4j″″ are installed on the top of cover beams 7j″″ and 8j″″ by bearings; the suspended monorail I-shaped steel guideway 5j″″ and the suspended monorail I-shaped steel guideway 6j″″ are installed at the bottom of the cover beam 7j″″ and the cover beam 8j″″ through the bearings and the cables.

The purpose, technical solutions and beneficial effects of this patent are explained in the specific implementation methods described above. It should be emphasized that the above are only specific embodiments of this patent, and can't be used to limit the scope of this patent. Any modification, equivalent replacement or improvement made within the spirit and principle of this patent shall be included in the protection scope of this patent.