JP2021536541A - Space transportation system based on monorail transportation - Google Patents

Abstract

This application discloses a space transportation system based on monorail transportation applied to the field of monorail transportation. This space transport system includes a force-bearing frame system or a force-bearing pedestal system, which divides the space transport system into at least two layers through the beam, with at least two layers below the beam. Includes the odd hierarchy located and the even hierarchy located above the lid beam. The odd tiers either include suspended monorail traffic or do not include traffic, and the even tiers include either multi-seat monorail traffic, magnetic levitation traffic, road traffic, and rail traffic. The space transport system includes two or more monorail traffic, or includes one or more monorail traffic and other traffic. This application has improved the traffic level and solved the problems such as existing ground traffic congestion and low logistics efficiency.

Description

The present invention relates to a space transportation system based on monorail transportation applied in the field of monorail transportation.

Currently, neither monorail traffic nor viaduct systems make full use of ground and ground space in existing transportation systems, and there is only one transportation system in the same receiving system. In addition, suspended monorail traffic uses only the lower space of the track beam, and the high bridge system, cross-seat monorail traffic, and magnetic levitation traffic use only the upper space. Therefore, the current traffic level is low, the space utilization rate is low, the traffic and logistics transportation are mainly borne by the road, and the efficiency is relatively low.

For the above problems, we combined a large amount of experiments and experience of the applicant, conducted a theoretical analysis from the viewpoint of fully utilizing the three-dimensional space and improving the efficiency of customer logistics, and finally the space based on monorail traffic. Proposed a transportation system.

The terms of this patent are defined as follows.

Hierarchy: A hierarchy that obtains a structure by layering a space.

Low-rise space: The low-rise space described in this patent refers to a transport space within the range of a receiving frame system or a receiving gram system.

Transportation: The transportation described in this patent is transportation that combines road transportation and rail transportation with the same receiving frame and pedestal system based on monorail transportation.

Monorail traffic: Track traffic in which the vehicle is supported and guided by only one track beam during operation, including suspended monorail traffic, cross-seat monorail traffic, and maglev traffic.

Other Traffic: Other traffic described in this patent means road traffic and rail traffic.

Single-controlled traffic: The single-controlled traffic described in this patent means that only one of multi-seat monorail traffic, suspended monorail traffic, and magnetic levitation traffic is monorail traffic in the same receiving frame or stud system. means.

Multi-system traffic: The multi-system described in this patent means monorail traffic that includes multiple systems in the same receiving frame or stud system, or one or more monorail traffic and other traffic. Including combinations.

Traffic Regulations: The means of transportation described in this patent include single-controlled and multi-controlled transportation.

Logistics: The transportation of cargo from one place to another.

Passenger flow: Transportation of passengers from one place to another.

Monorail: Monorail transportation dedicated to logistics transportation.

Passenger track: Monorail transportation exclusively for passenger flow transportation.

Suspended rail beams: Includes bottom-opening steel box suspended rail beams, bottom-opening concrete suspended rail beams, crafted steel suspended rail beams and steel mixed combination suspended rail beams.

Magnetic levitation type orbital beam: Includes steel box magnetic levitation type orbital beam, concrete magnetic levitation type orbital beam, engraved steel magnetic levitation type orbital beam and steel mixed combination magnetic levitation type orbital beam.

Straddle type track beam: Includes steel box multi-seat type track beam, concrete multi-seat type track beam, and steel mixed combination multi-seat type track beam.

Receiving frame system: Refers to door-type frames that support monorail traffic track structures and other traffic structures, single-layer frame columns and single-layer frame cover beams, double-frame columns and double-frame cover beams, three-layer frames. Includes pedestals and three-layer frame cover beams.

Receiving pedestal system: A pedestal system that supports monorail traffic track structures and other traffic structures, single-layer pedestal and single-layer pedestal, two-layer pedestal and double pedestal, three-layer pedestal and three-layer lid. Including beams.

Frame pedestal: The lower support column of the portal frame includes a single layer frame pedestal, a double single layer frame pedestal, and a three layer frame pedestal.

Cover beam: Support beam on the top surface of the pedestal system or frame beam on the top surface of the frame pedestal is collectively called a lid beam, and is a single-layer frame lid beam, double-frame lid beam, three-layer frame lid beam, single layer. Includes pedestal system lid beams, double pedestal system lid beams, and three-layer pedestal system lid beams.

The problem to be solved by this patent is to install one or more types of monorail traffic at the same time in the same frame system or the same robot system, or to combine one or more types of monorail traffic with other traffic to create a three-dimensional road space. It is to provide a space transportation system based on monorail traffic that realizes utilization and improves the driving efficiency of road traffic. We have solved the problems that road traffic is currently dense and the urban road area is increasing, the traffic volume is low, the three-dimensional space utilization rate is low, the customer flow, and the distribution operation efficiency are not enough.

The method adopted by this patent to solve the problem is a space transport system based on monorail traffic, wherein the space transport system divides the space transport system into at least two layers via a lid beam. It is characterized by including a force frame system or a force seat pedestal system. The at least two layers include an odd layer located below the lid beam and an even layer located above the lid beam, and the odd layer includes suspended monorail traffic or cross rail traffic. Includes odd levels with or without suspended monorail traffic, including or not including magnetic levitation traffic, road traffic, and rail traffic, or monorail traffic and other traffic. The space transport system includes two or more monorail traffic, or a combination of one or more monorail traffic with other traffic.

The receiving frame system is a space transportation system based on the above-mentioned monorail traffic, which comprises a single-layer frame, a double-layer frame, or a three-layer frame.

In the space transportation system based on the above-mentioned monorail traffic, the single-layer frame includes a first frame pedestal, a first frame pedestal, a second frame pedestal, and a first layer frame cover beam. , A space transport system by monorail transportation, comprising a second layer frame cover beam, a first layer frame leg beam, and a second layer frame cover beam. The three-layer frame includes a first frame pitch column, a second frame pitch column, a third frame toaster, a first layer frame cover beam, a second layer frame cover beam, and a third layer frame cover beam. The first frame toaster and the first frame cover beam are consolidated, the lower part of the second frame toaster and the first frame cover beam are consolidated, and the upper part of the second frame toaster and the second frame cover beam are consolidated. The frame cover beam of the above is consolidated, the lower portion of the third frame strut and the second frame cover beam are consolidated, and the upper portion of the third frame strut and the third frame cover beam are consolidated. ..

The track beam of the suspended monorail traffic on the odd floors of the receiving frame system is connected below the frame cover beam via a support and is cross-seat monorail traffic or magnetically levitated on the even floors of the receiving frame system. The space transport system based on the monorail traffic described above, wherein the track beam of traffic is connected above the frame cover beam via a support. The bridge panel of road traffic or railroad traffic in the even-numbered layers of the receiving frame system is supported above the frame cover beam via a vertical beam.

A space transport system based on the monorail traffic described above, wherein the force receiving stud system comprises a single layer strut system, a double Adol pillar system, or a three layer gram pillar system.

The single-layer pedestal system includes a first strap, a first strap column, a first strap column, a second strap column, a first cover beam, and a second lid beam. The monorail traffic described above, wherein the three-layer pedestal system includes a first pedestal, a second pedestal, a third lid beam, a second lid beam, and a third lid beam. Space transportation system based on. The space between the first pedestal and the first lid beam is solidified, the lower part of the second pedestal and the first lid beam are solidified, and the upper part of the second pedestal and the second lid are solidified. The beam is solidified, the lower part of the third pedestal and the second lid beam are solidified, and the upper part of the third pedestal and the third lid beam are solidified.

The track beam of the suspended monorail traffic on the odd floors of the force receiving pedestal system is connected below the lid beam via a support, and the cross-seat monorail traffic or magnetic levitation on the even floor of the force receiving pedestal system. The above-mentioned monorail traffic-based space transport system, characterized in that the track beam of the type traffic is connected above the lid beam via a support base. The bridge panel for road traffic or rail traffic on the even floors of the power seat column system is supported above the lid beam via a vertical beam.

The beneficial effects of this patent compared to the prior art are as follows:

1. 1. Improve the road traffic level and improve the utilization rate of the road vertical three-dimensional space.

In the current transportation construction, the utilization rate for vertical spaces such as viaduct systems and ground roads is low. Ground roads and viaducts use only one of the vertical spaces. In the development of transportation, the space above the ground road is not fully utilized.

This patent proposes a space transportation system based on monorail traffic, and classifies the space into multiple layers by a frame system or a toaster system. Compared with the conventional elevated system, the space transportation system based on one type of monorail traffic proposed in this patent effectively utilizes the upper and lower layers of the frame cover beam or pedestal cover beam to improve the traffic hierarchy. Can be done. Under the same road area, monorail traffic, roads or railroads are located on the same cross section, making full use of low-rise space, such as the construction of skyscrapers in cities, to improve customer flow and logistics transportation capacity several times. be able to.

2. 2. Improve the efficiency of transportation and share the amount of ground transportation.

With the increase in vehicles, current roads are inadequate to bear the ever-increasing traffic volume. Traffic congestion reduced traffic efficiency and extended traffic time, but the low-rise space on the road was not fully utilized.

This patent proposes a space transportation system based on monorail traffic, and either adopts a combination of two or more types of monorail traffic, or adopts a method that combines one or more types of monorail traffic with other traffic. By sharing the transportation volume of ground and underground traffic, the traffic efficiency will be improved. It solved problems such as traffic congestion on the ground, reduced driving efficiency, and low traffic low-rise space utilization rate.

3. 3. Build rapid logistics passages to increase logistics efficiency and save logistics costs and time.

Currently, logistics are mainly transported via ground vehicles, and transportation efficiency is affected by road surface traffic, and conversely, traffic conditions are also affected. In particular, logistics vehicles that transport various courier services found throughout the city have low logistics efficiency because parking and running affect normal traffic.

The present patent proposes a space transportation system based on monorail traffic, thereby adopting one or more levels of transportation space as a distribution passage. Accelerate logistics and save time and costs while reducing the impact of terrestrial logistics vehicles on traffic.

4. Whole life cycle cost-effectiveness and sustainable development.

The space transportation system based on the monorail transportation described in this patent provides various types of transportation on the same receiving frame system. From the perspective of whole life cycle cost analysis, the effect is higher than the construction of ordinary ground roads, which is in line with the idea of sustainable development.

It is a schematic diagram of the hierarchical action principle of a three-layer frame. It is a schematic diagram of the monorail traffic-based space transportation system of a single layer frame which sets the suspension type monorail traffic in the first layer, and sets the straddle type monorail traffic in the second layer. It is a schematic diagram of a monorail traffic-based space transportation system of a single-layer frame in which suspension type monorail traffic is set in the first floor and road traffic is installed in the second floor. It is a schematic diagram of a single-layer frame space transportation system based on monorail traffic in which a slab steel suspension type track beam is installed in the first layer and railroad traffic is installed in the second layer. It is a schematic diagram of a single-layer frame space transportation system based on monorail traffic in which a slab steel suspension type track beam is installed in the first layer and a magnetic levitation type traffic is installed in the second layer. It is a schematic diagram of a single-layer pedestal type monorail traffic-based space transportation system in which a suspension type monorail traffic is installed on the first floor and a straddle type monorail traffic is installed on the second floor. It is a schematic diagram of the space transportation system based on the single-layer pedestal type monorail traffic which installs the suspension type monorail traffic in the 1st floor, and installs the road traffic in the 2nd floor. It is a schematic diagram of a single-layer pedestal type space transportation system based on monorail traffic in which a slab steel suspension type track beam is installed on the first floor and a magnetic levitation type traffic is installed on the second floor. It is a schematic diagram of a single-layer pedestal type space transportation system based on monorail traffic in which a slab steel suspension type track beam is installed in the first floor and railroad traffic is installed in the second floor. A two-layer frame that sets up suspended monorail traffic at the first level, cross-rail traffic at the second level, no traffic at the third level, and road traffic at the fourth level. It is a schematic diagram of a space transportation system based on monorail transportation. Do not set traffic at the first level, set cross-border monorail traffic at the second level, do not set traffic at the third level, set road traffic at the fourth level, two based on monorail traffic It is a schematic diagram of a heavy frame space transportation system. Do not set traffic at the first level, set magnetic float traffic at the second level, do not set traffic at the third level, set crossrail traffic at the fourth level, double based on monorail traffic It is a schematic diagram of a frame space transportation system. Based on monorail traffic, where bottom-opening suspended rail beams are installed on the first floor, overpass monorail traffic is installed on the second floor, traffic is not installed on the third floor, and rail traffic is installed on the fourth floor. It is a schematic diagram of a double frame space transport system. It is a schematic diagram of the railroad track E-12. A space transportation system based on one type of double pedestal monorail traffic: 1st tier installation suspended monorail traffic, 2nd tier installation straddle type monorail traffic, 3rd tier installation road traffic, 4th tier installation road traffic It is a schematic diagram. No traffic on the first tier, maglev traffic on the second tier, no traffic on the third tier, railroad traffic on the fourth tier, double based on monorail traffic It is a schematic diagram of a staircase type space transportation system. Two based on monorail traffic, with bottom opening suspended rail beams installed on the first floor, magnetic levitation traffic installed on the second floor, no traffic installed on the third floor, and cross rail traffic installed on the fourth floor. It is a schematic diagram of a heavy pedestal type space transportation system. For monorail traffic where no traffic is installed on the first floor, straddle-type monorail traffic is installed on the second floor, bottom-opening suspended track beams are installed on the third floor, and magnetic levitation-type traffic is installed on the fourth floor. It is a schematic diagram of the double pedestal type space transportation system based on. Do not set traffic at the first level, set magnetic float traffic at the second level, do not set traffic at the third level, set crossrail traffic at the fourth level, traffic at the fifth level It is a schematic diagram of a space transportation system based on a three-layer frame monorail traffic that sets road traffic at the sixth level without setting. 1st level suspended monorail traffic setting, 2nd level magnetically levitated traffic setting, 3rd level traffic non-installation, 4th level road traffic setting, 5th level traffic non-installation, 1st level It is a schematic diagram of a three-layer frame space transportation system based on one monorail traffic of 6-level cross-border monorail traffic. Do not set up traffic on the first level, set up magnetically levitated traffic on the second level, do not set up traffic on the third level, set up crossrail traffic on the fourth level, set up crossrail traffic on the fifth level It is a schematic diagram of the space transportation system by the three-layer leg type monorail traffic which installs road traffic at the sixth level without installing traffic. Installation of suspended monorail traffic on the first floor, installation of straddle monorail traffic on the second floor, non-installation of third-level traffic, installation of magnetically levitated traffic on the fourth level, non-installation of fifth-level traffic It is a schematic diagram of a three-layer pedestal type space transportation system based on a kind of monorail transportation of installation and installation of sixth level railway transportation.

It is not difficult for a person skilled in the art to understand the features indicated by the numbers in the figure in relation to the following embodiments, and therefore, they will not be described further.

The principle of operation of this patent will be described.

First, in relation to FIG. 1, the working principle of the space transportation system for monorail transportation based on the three-layer framework of the present patent will be exemplified. The above-mentioned three-layer frame divides the space into six layers of K1 layer, K2 layer, K3 layer, K4 layer, K5 layer, and K6 layer, and below the cover beam B1 of the first layer is the first layer K1 layer. The upper part of the first layer lid beam B1 is the second layer K2 layer, the lower part of the second layer lid beam B2 is the third layer K3 layer, and the upper part of the second layer lid beam B2 is the fourth layer K4 layer. .. The lower part of the third layer lid beam B3 is the fifth gradation K5 gradation, and the upper part of the third layer lid beam B3 is the sixth gradation K6 gradation. The space was divided into 6 levels using a 3-layer frame to increase the road cross-section customer flow and physical distribution, and to improve the road cross-section customer flow or logistics transportation capacity.

式中、ｊ＝１、２、３の場合、Ｓ₁は道路交通旅客輸送能力、Ｓ₂は鉄道交通旅客輸送能力、Ｓ₃はモノレール交通旅客輸送能力を指す。 In terms of transportation system, the transportation system will change from the conventional single system to the multi-system. The traffic level has been improved, and two or more types of traffic methods exist at the same time in the cross section of one space transportation system, improving the utilization rate of road space. The freight transport capacity of the road cross section is:

In the formula, when j = 1, 2, and 3, S ₁ indicates the road transportation passenger transportation capacity, S ₂ indicates the railway transportation passenger transportation capacity, and S ₃ indicates the monorail transportation passenger transportation capacity.

式中、ｉ＝１、２、３、４、５、６のとき、ｑ₁はＫ１階層における交通客流輸送能力、ｑ₂はＫ２階層における交通客流輸送能力、ｑ₃はＫ３階層における交通客流輸送能力、ｑ₄はＫ４階層における交通客流輸送能力、ｑ₅はＫ５階層における交通客流輸送能力、ｑ₆はＫ６階層における交通客流輸送能力である。 In terms of traffic, the total traffic capacity of a road section in this system is calculated by:

In the formula, when i = 1, 2, 3, 4, 5, and 6, q ₁ is the traffic traffic capacity in the K1 layer, q ₂ is the traffic traffic capacity in the K2 layer, and q ₃ is the traffic traffic in the K3 layer. Capacity, q ₄ is the traffic passenger flow transport capacity in the K4 layer, q ₅ is the traffic passenger flow transport capacity in the K5 layer, and q ₆ is the traffic passenger flow transport capacity in the K6 layer.

Compared to single-controlled transportation, the six-stage multi-controlled transportation, in which a three-layer frame space transportation system based on monorail transportation was formed, improved its passenger flow capacity and efficiency.

式中、ｉ＝１、２、３、４、５、６の場合、ｗ₁はＫ１階層における交通物流輸送能力、ｗ₂はＫ２階層における交通物流輸送能力、ｗ₃はＫ３階層における交通物流輸送能力、ｗ₄はＫ４階層における交通物流輸送能力、ｗ₅はＫ５階層における交通物流輸送能力、ｗ₆はＫ６階層における交通物流輸送能力である。 In terms of logistics, the total logistics capacity of a road section in this system is calculated by the following equation:

In the formula, when i = 1, 2, 3, 4, 5, and 6, w ₁ is the transportation logistics capacity in the K1 layer, w ₂ is the transportation logistics transportation capacity in the K2 layer, and w ₃ is the transportation logistics transportation in the K3 layer. Capacity, w ₄ is the transportation logistics transportation capacity in the K4 layer, w ₅ is the transportation logistics transportation capacity in the K5 layer, and w ₆ is the transportation logistics transportation capacity in the K6 layer.

Compared to single-controlled transportation, the six-stage multi-controlled transportation, in which a three-layer frame space transportation system based on monorail transportation was formed, improved its logistics transportation capacity and efficiency.

As mentioned above, it has been described that the space transportation system based on the monorail traffic of the three-layer frame forms the multi-system traffic of six layers, improves the traffic level, and enhances the working principle and function of the customer flow and the physical distribution. Single-layer frame, double-layer frame, single-layer pedestal, double-layer pedestal, and three-layer pedestal are based on the working principle of the space transportation system of monorail traffic, and the space is layered in the same way, and multi-layer traffic is 1 Combine with one space system to improve the transportation efficiency of customer flow and logistics. The above principle of action will not be further described in later embodiments.

Hereinafter, the space transportation system by monorail transportation of a single layer frame will be described.

Example 1. A monorail traffic-based space transportation system that sets suspended monorail traffic on the first level and sets a single-layer frame for monorail traffic that straddles the second level.

A space transportation system based on single-layer frame monorail traffic will be constructed in a city, and multi-seat monorail traffic and suspension monorail traffic will be installed in the same single-layer frame receiving system. Of these, a suspended monorail traffic is installed below the frame lid beam on the first floor, a concrete hanging rail beam with an opening at the bottom is used, and a cross-seat monorail traffic is installed above the frame lid beam on the second floor. Was installed and a concrete cross rail beam was adopted. Suspension type monorail traffic was used as a monorail, and cross-seat type monorail traffic was used as a passenger car.

In connection with FIG. 2, a monorail traffic-based space that sets up suspended monorail traffic based on one first level described in this patent and sets up a single layer frame of crossrail traffic at the second level. The transportation system will be illustrated by way of example. The monorail traffic-based space transportation system in which the suspended monorail traffic is arranged on the first layer and the single-layer frame of the cross rail traffic is arranged on the second layer is the first outside line suspension type rail beam X11-1. , A second outer line suspension type rail beam X14-1, a first inner suspension type rail beam X12-1, and a second inner suspension type track beam X13-1. 1st external line straddle type rail beam K21-1, 2nd external line multi-seat type rail beam K24-1, 1st internal line multi-seat type rail beam K22-1, 2nd internal line multi-seat type rail beam K23-1, 1st A frame seat type rail beam A21-1 and a first layer frame lid beam B-1 are provided.

From a traffic level perspective, a monorail traffic-based space transport system that sets up suspended monorail traffic at the first level and a single-layer frame of multi-seat monorail traffic at the second level is 2. Formed by a combination of two monorail traffic. The single-layer frame forms a two-tiered space transport system, with suspended monorail traffic below the first-tier frame cover beam and cross-seat monorail above the second-tier lid beam. Set up traffic.

From the structural point of view, the space between the first frame toaster A21-1 and the first layer frame cover beam B-1 was fixed by placing concrete. Suspension type monorail traffic rail beams and cross-seat type monorail traffic rail beams are installed on the upper and lower two levels of the frame cover beam B-1, respectively. The first outside line suspension type rail beam X11-1, the second outside line suspension type rail beam X14-1, the first extension line suspension type rail beam X12-1, and the second extension line suspension type rail beam X13-1 are suspension type monorails. The main loading and guide structure of. First outside line suspension type rail beam X11-1, second outside line suspension type rail beam X14-1, first inside suspension type rail beam X12-1, second extension line suspension type rail beam X13- 1 was attached below the first layer frame cover beam B-1 of the first frame strap A21-1 using a support base, and installed as a physical rail as a distribution passage. The first external line cross-seat type rail beam K21-1, the second external line cross-type rail beam K24-1, the first internal line cross-type rail beam K22-1 and the second internal line cross-type rail beam K23-1 are multi-seat monorails. It is the main loading / guide structure of the above, and is attached above the first layer frame cover beam B-1 of the first frame leg A21-1 via a support base and is provided as a customer flow path.

From the aspect of customer flow, two types of monorail traffic will be installed in the same single-layer frame system, and the increase in traffic level will improve the efficiency of customer flow during traffic, and the low-rise space will be used efficiently for customer flow transportation. , Avoided the ground road congestion situation. Increased the amount of passenger flow carried by cross-seat monorail traffic in a single-layer frame system.

From a logistics perspective, a multi-system, multi-tiered transportation system will improve logistics efficiency and capacity and avoid congestion of terrestrial logistics vehicles. Logistics transportation capacity has increased the amount of logistics transportation carried by suspended monorail transportation in single-layer frame systems.

Based on the above analysis, the space transportation system based on monorail traffic, in which suspended monorail traffic is installed on the first floor of one type and a single-layer frame of cross-seat monorail traffic is installed in the second stage, creates a three-dimensional space in the vertical direction of the road. It can be fully utilized, thereby distributing the road ground traffic, reducing the traffic congestion situation, accelerating the road distribution efficiency, reducing the distribution cost, and the impact of the ground distribution vehicle on the road traffic. Can be reduced. At the same time, it will realize a multifunctional integrated transportation system for cross-border monorail transportation and suspension monorail transportation, accelerate the operation efficiency of customer logistics, and reduce urban construction costs.

Example 2. A monorail traffic-based space transportation system that installs suspended monorail traffic on the first floor and a single-layer frame for road traffic on the second floor.

A single-layer frame space transportation system based on monorail traffic will be constructed between the two cities, and road traffic and suspended monorail traffic will be installed in the same single-layer frame receiving system. Of these, a suspended monorail traffic is installed below the frame cover beam on the first level, and a steel box hanging rail beam with a bottom opening is used to provide road traffic above the frame cover beam on the second level. installed. We are trying to use the outer track beam of the suspended monorail traffic as a passenger track and the extension track beam as a physical track.

In connection with FIG. 3, a single-layer frame monorail traffic-based space transport system that sets up suspended monorail traffic at one first level and road traffic at the second level as described in this patent. Illustratively described. The single-layer frame monorail traffic-based space transport system that installs suspended monorail traffic at the first level and road traffic at the second level is the first external line suspended rail beam X11-2, first. 2. The outside line suspension type rail beam X14-2, the first extension line suspension type rail beam X12-2, and the second extension line suspension type rail beam X13-2 are included. A first frame toaster A21-2, a first layer frame cover beam B-2, a vertical beam Z2-2, and a road traveling plate G2-2 are provided.

From a traffic level perspective, a single-layer monorail traffic-based space transport system that sets up suspended monorail traffic at the first level and road traffic at the second level is called suspended monorail traffic. Formed in combination with road traffic. The single-layer frame forms a two-tiered space transport system, with suspended monorail traffic below the first tier frame cover beam and road traffic above the second tier lid beam. do.

From the structural point of view, the space between the first frame toaster A21-2 and the first layer frame cover beam B-2 was fixed by placing concrete. Road traffic and suspension type monorail traffic track beams are installed on the upper and lower two levels of the frame cover beam B-2, respectively. The first external line suspension type rail beam X11-2, the second external line suspension type rail beam X14-2, the first inner suspension type rail beam X12-2, and the second inner suspension type rail beam X13-2 are It is the main loading and guide structure of the suspended monorail and is attached below the first layer frame cover beam B-2 of the first frame strap A21-2 via a support. The first external line suspended rail beam X11-2 and the second external line suspended track beam X14-2 are used as passenger rails, and the first internal line suspended track beam X12-2 and the second internal line suspended track beam X13-2 are used as physical tracks. It was installed, a vertical beam Z2-2 was installed above the lid beam using the crop channel, supported the road running plate G2-2, and used for the operation of the upper road traffic system.

From the aspect of customer flow, suspended monorail traffic and road traffic will be installed in the same single-layer frame system, and the increase in traffic level will improve the efficiency of passenger flow during traffic, and the low-rise space will be used efficiently for passenger flow transportation. , Avoided the ground road congestion situation. The amount of passenger traffic carried by road traffic and monorail traffic on two levels in a single-layer frame system has been increased.

From a logistics perspective, a multi-system, multi-tiered transportation system will improve logistics capacity and efficiency and avoid congestion of terrestrial logistics vehicles. Logistics transportation capacity increases the amount of physical distribution transportation carried by road traffic and monorail traffic in two layers in a single-layer frame system.

Based on the above analysis, the space transportation system based on monorail traffic, in which suspended monorail traffic is installed on the first floor of one type and a single-layer frame of road traffic is installed on the second floor, fully utilizes the vertical three-dimensional space. , Can disperse ground traffic and reduce vehicle congestion; can accelerate logistics efficiency, reduce logistics costs, and reduce the impact of ground logistics vehicles on road traffic. At the same time, it will realize a multifunctional integrated transportation system for road traffic and suspended monorail traffic, accelerate the operational efficiency of customer logistics, and reduce urban construction costs.

Example 3. A space transportation system based on monorail transportation, in which a steel hanging track beam is installed on the first floor and a single-layer frame for railway transportation is installed on the second floor.

A single-layer frame space transportation system based on monorail traffic will be constructed in a city, and suspended monorail traffic and rail traffic will be installed in the same single-layer frame receiving system. Among them, a suspended monorail traffic is installed below the first layer frame cover beam, which is the first layer, and a slab steel suspension type rail beam is adopted, and the first layer frame cover beam, which is the second layer. Rail traffic will be installed above. Suspension type monorail traffic outside line rail beams will be installed on the passenger rails, and extension track beams will be used as physical rails.

In connection with FIG. 4, one first tier setting steel hanging track beam described under this patent, single layer frame space transport based on monorail traffic installing rail traffic on the second tier. The system will be described exemplary. The above system includes a first external line beam steel hanging type track beam XG11-3, a second external line beam steel suspended track beam XG14-3, and a first internal line beam steel suspended track beam XG12-3. Includes second extension beam beam beam XG13-3, first frame strap A21-3, first layer frame lid beam B-3, vertical beam Z2-3, and railroad lane T2-3.

In terms of traffic level, the single-layer frame space transportation system based on monorail traffic, in which the construction steel suspension type track beam is installed on the first level and railroad traffic is installed on the second level, is a suspension type monorail. It is formed by a combination of transportation and rail transportation. The single-layer frame forms a two-tiered space transport system, with suspended monorail traffic below the first-tier frame cover beam and railroad traffic above the second-tier, or lid beam. do.

From the structural point of view, the space between the first frame toaster A21-3 and the first layer frame cover beam B-3 was fixed by placing concrete. Railroad and suspension type monorail traffic rail beams are installed on the upper and lower two levels of the frame cover beam B-3, respectively. 1st outside line work steel hanging type rail beam XG11-3, 2nd outside line work steel hanging type rail beam XG14-3, 1st extension work steel hanging type rail beam XG12-3 and 2nd extension work The steel suspended rail beam XG13-3 is the main support and guide structure for the suspended monorail and is attached below the first layer frame lid beam B-3 of the first frame strap A21-3 via a support base. ing. The first external line-shaped steel suspended track beam XG11-3 and the second external line-shaped steel suspended track beam XG14-3 are used as customer tracks, and the first internal line-shaped steel suspended track beam XG12-3 is used as a customer flow passage. And the second internal line beam beam XG13-3 is used as a physical track, as a distribution passage, a vertical beam Z2-3 is installed above the lid beam, supports the railway traveling lane T2-3, and the upper railway. Used for the operation of the transportation system.

From the aspect of customer flow, suspended monorail traffic and railroad traffic will be installed in the same single-layer frame system, and the increase in traffic level will improve the efficiency of passenger flow during traffic, and the low-rise space will be used efficiently for passenger flow transportation. , Avoided the ground road congestion situation. The amount of passenger flow carried by railroad traffic and monorail traffic on the two levels of the single-layer frame system has been increased.

From the logistics aspect, it is possible to improve the efficiency of road logistics transportation by installing a physical track, and it is possible to avoid congestion of ground logistics vehicles. Logistics transportation capacity increases the amount of logistics transportation carried by rail transportation and monorail transportation in two layers in a single-layer frame system.

Based on the above analysis, the single-layer frame space transportation system based on monorail traffic, which installs a type of steel suspension type track beam on the first floor and railroad traffic on the second floor, has sufficient vertical three-dimensional space. It can be utilized, thereby distributing ground traffic and reducing vehicle congestion; it can accelerate logistics efficiency, reduce logistics costs, and reduce the impact of ground logistics vehicles on road traffic. At the same time, it will form a multi-system transportation system including rail transportation and suspension monorail transportation, accelerate the operation efficiency of customer logistics, and reduce urban construction costs.

Example 4. A monorail transportation-based space transportation system in which a sloping steel track beam is installed on the first floor and a single-layer frame for magnetic levitation transportation is installed on the second floor.

A single-layer frame space transportation system based on monorail traffic will be constructed in a city, and suspended monorail traffic and magnetic levitation traffic will be installed in the same single-layer frame receiving system. Among them, a suspended monorail traffic is installed below the first layer, that is, the first layer frame beam, a beam-beam suspended track beam is adopted, and above the second layer, that is, the first layer frame beam. A magnetic levitation type traffic was installed, and a beam-beam magnetic levitation type track beam was adopted. Suspension monorail traffic will be set as a physical track, and magnetic floating type traffic will be set as a passenger track.

In connection with FIG. 5, one first tier setting beam-beam suspended track beam described under this patent, a single-layer frame based on monorail traffic with magnetic levitation traffic on the second tier. The space transportation system will be illustrated by way of example. The single-layer frame space transportation system based on the monorail traffic that installs the magnetically levitated traffic on the first layer and the magnetically levitated track beam on the second layer is the first external line beam steel suspended track beam XG11-. 4, 2nd external line construction steel hanging type track beam XG14-4, 1st internal line construction steel suspension type track beam XG12-4, 2nd internal line construction steel suspension type track beam XG13-4, 1st external line Magnetic levitation type rail beam C21-4, 2nd outside line magnetic levitation type rail beam C24-4, 1st internal line magnetic levitation type rail beam C22-4, 2nd inner magnetic levitation type rail beam C23-4, and 1st frame A toaster A21-4 and a first layer frame cover B-4 are provided.

In terms of traffic level, the monorail frame space transport system based on monorail traffic, in which the inscription steel suspension type track beam is installed in the first layer and the magnetic levitation type traffic is installed in the second layer, is magnetic. It is formed by a combination of floating traffic and suspended monorail traffic. The single-layer frame forms a two-tiered space transport system, with suspended monorail traffic installed below the first-tier frame cover beam and magnetically levitated above the second-tier, or lid beam. Set up traffic.

From the structural point of view, the space between the first frame toaster A21-4 and the first layer frame cover beam B-4 was fixed by placing concrete. Suspension type monorail traffic rail beams and magnetic levitation type traffic track beams were installed on the upper and lower levels of the frame cover beam B-4, respectively. 1st external line construction steel suspension type rail beam XG11-4, 2nd external line construction steel suspension type rail beam XG14-4, 1st internal line construction steel suspension type rail beam XG12-4, 2nd internal line construction The steel suspended rail beam XG13-4 is the main loading and guide structure for the suspended monorail and is mounted below the first layer frame cover beam B-4 of the first frame strap A21-4 via a support. It is installed as a physical rail as a distribution passage. The first external line magnetic levitation type rail beam C21-4, the first internal line magnetic levitation type rail beam C22-4, the second internal line magnetic levitation type rail beam C23-4, and the second external line magnetic levitation type rail beam C24-4 are magnetic. It is the main loading and guide structure of the levitation type monorail, and is attached to the upper part of the first layer frame cover beam B-4 of the first frame strap A21-4 via the support base, and is provided as a guest passage.

From the aspect of customer flow, two types of monorail traffic will be installed in the same single-layer frame system, and increasing traffic level will improve the efficiency of customer flow in road traffic, and efficient use of low-rise space will be used for customer flow transportation. , Avoided the ground road congestion situation. Increased the amount of passenger flow carried by magnetic levitation traffic on two levels in a single-layer frame system.

From the logistics aspect, it is possible to improve the logistics transportation efficiency of roads by installing a physical distribution, and it is possible to avoid congestion of ground logistics vehicles. Logistics transport capacity has increased the logistics transport volume carried by suspended monorail transport in two tier space transports in a single layer frame system.

Based on the above analysis, it is not possible to adopt a single-layer frame space transportation system based on monorail traffic, in which a type of steel suspension type track beam is installed on the first floor and magnetically levitated traffic is installed on the second floor. It is possible to make full use of the directional three-dimensional space, thereby distributing the ground traffic and reducing the congestion of vehicles; accelerating logistics efficiency, reducing logistics costs, and affecting the road traffic of ground logistics vehicles. Can be reduced. At the same time, it will form a multi-system transportation system including magnetic levitation transportation and suspension monorail transportation, accelerate the operation efficiency of customer logistics, and reduce urban construction costs.

Hereinafter, a single-layer pedestal type space transportation system based on monorail transportation will be described.

Example 5. Provided is a space transportation system based on a single-layer pedestal type monorail traffic in which a suspended monorail traffic is installed on the first floor and a multi-seat monorail traffic is installed on the second floor.

A single-layer pedestal space transportation system based on monorail traffic will be constructed in a city, and suspended monorail traffic and multi-seat monorail traffic will be installed in the same single-layer pedestal receiving system. Among them, the suspension type monorail traffic is installed below the lid beam on the first floor, the steel mixed combination suspension type rail beam is adopted, and the cross sheet type monorail traffic is installed above the lid beam on the second floor. It was installed and adopted a concrete cross-seat type rail beam. Suspension type monorail traffic was used as a monorail, and cross-seat type monorail traffic was used as a passenger car.

In connection with FIG. 6, a single-layer toaster monorail traffic that sets the suspended monorail traffic based on one first tier described in this patent and sets the cross-seat monorail traffic at the second level. The space transportation system based on the above will be illustrated by way of example. The single-layer pedestal type monorail traffic-based space transportation system in which the suspended monorail traffic is arranged on the first layer and the multi-seat monorail traffic is installed on the second layer is the first strap A11-5, the first layer. Claimed to include lid beam B-5, first cross-seat rail beam K21-5 and second cross-seat rail beam K22-5, first suspension rail beam X11-5, and second suspension rail beam X12-5. Item 1. The first-story suspended monorail traffic, the second-story cross rail beam K21-5 and the second cross-seat rail beam K22-5.

In terms of traffic level, a single-layer pedestal monorail traffic-based space transport system that sets up suspended monorail traffic at the first level and multiseat monorail traffic at the second level. Is formed by a combination of two monorail traffic. The single-layer pedestal forms a two-level space transport system, with a suspended monorail traffic installed below the pedestal beam, which is the first level, and a multi-seat monorail above the second floor, that is, the cover beam. Set up traffic.

Structurally, the space between the first pedestal A11-5 and the first layer lid beam B-5 was fixed by placing concrete. Suspension type monorail traffic track beams and cross-seat type monorail traffic track beams were installed on the upper and lower two levels of the lid beam B-5, respectively. The first strap A11-5 is provided with a first cover beam B-5 that supports the first cross rail K21-5 and the second cross rail K22-5 as cross rails via a support base. Below the first cover beam B-5, a first suspension type rail beam X11-5 and a second suspension type rail beam X12-5 are provided as suspension type rails via a support base. Is attached.

From the aspect of passenger flow, monorail traffic is installed above and below the lid beam, and the increase in traffic level improves the passenger flow transportation capacity in road traffic, efficiently uses the low-rise space to carry out passenger flow transportation, and the subway. It avoids crowded customers and road congestion.

In terms of logistics, multi-layered multi-system transportation improves logistics efficiency, does not occupy ground transportation roads, and avoids congestion with ground logistics vehicles.

Based on the above analysis, it is possible to adopt a space transportation system by single-layer pedestal type monorail traffic, in which suspended monorail traffic is installed on the first floor of one type and multi-seat monorail traffic is installed on the second floor. The vertical three-dimensional space of the road can be fully utilized, thereby distributing the road ground traffic, reducing the traffic congestion situation, accelerating the road logistics efficiency, reducing the logistics cost, and the ground logistics vehicle. The impact on road traffic can be reduced. At the same time, it will realize multi-functional integrated construction of cross-border monorail traffic and suspension monorail traffic, accelerate the operation efficiency of customer logistics, and reduce urban construction costs.

Example 6. Provided is a space transportation system based on a single-layer pedestal type monorail traffic in which suspended monorail traffic is installed on the first floor and road traffic is installed on the second floor.

A single-layer pedestal space transport system based on monorail traffic will be constructed between the two cities, and suspended monorail traffic and road traffic will be installed in the same single-layer pedestal receiving system. Of these, a suspended monorail traffic is installed below the pedestal cover beam, which is the first level, and a steel box hanging type rail beam with a bottom opening is used, and a road is installed above the pedestal cover beam, which is the second level. Set up traffic. I'm trying to use suspended monorail traffic as a railroad track.

In connection with FIG. 7, based on a single-layer pedestal monorail traffic that sets up suspended monorail traffic at one first level and installs road traffic at the second level as described under this patent. The space transportation system will be illustrated by way of example. Suspended monorail traffic, single-layer pedestal monorail traffic-based space transport system that installs road traffic on the second floor is the first strap A11-6, the first suspended rail beam B-6, the first. The suspended monorail traffic according to claim 1, wherein the suspended rail beam X11-6 and the second suspended rail beam X12-6, the vertical beam Z2-6, and the road traveling plate G2-6 are included. Hierarchical installation A monorail-type space transportation system for road traffic.

In terms of traffic level, the single-layer pedestal monorail traffic-based space transport system that sets up suspended monorail traffic at the first level and road traffic at the second level is a suspended monorail. It is formed by a combination of traffic and road traffic. The single-layer pedestal forms a two-tiered space transport system, with suspended monorail traffic below the pedestal girder, which is the first tier, and road traffic above the second tier, the pedestal beam. ..

Structurally, the space between the first pedestal A11-6 and the first layer lid beam B-6 was fixed by placing concrete. Suspension type monorail traffic track beams and road traffic are installed on the upper and lower two levels of the lid beam B-6, respectively. The first hanging column A11-6 is provided with a first-layer lid beam B-6, and a vertical beam Z2-6 is provided above the first-layer lid beam B-6, and a road traveling plate G2 is provided. -6 is supported, and the first suspension type rail beam X11-6 and the second suspension type rail beam X12-6 are support bases below the first layer lid beam B-6 as suspension type rails. It is attached via.

From the aspect of customer flow, the increase in traffic level improves the passenger flow transportation capacity in road traffic, efficiently uses the low-rise space to carry out customer flow transportation, and avoids the congestion of passengers in the subway and road congestion.

From a logistics perspective, a multi-system, multi-tiered transportation system will improve logistics capacity and efficiency and avoid congestion of terrestrial logistics vehicles.

Based on the above analysis, it is possible to adopt a space transportation system based on single-layer pedestal type monorail traffic that installs suspended monorail traffic on the first floor and road traffic on the second floor. It is possible to make full use of the directional three-dimensional space, thereby distributing the road ground traffic and reducing the traffic congestion situation; accelerate the road distribution efficiency, reduce the distribution cost, and make the ground distribution vehicle into the road traffic. The impact can be reduced.

Example 7. A space transportation system based on single-layer pedestal-type monorail traffic, in which a slab steel suspension type track beam is installed on the first floor and the second floor is magnetic levitation type traffic.

A single-layer pedestal space transportation system based on monorail traffic will be constructed in a city, and suspended monorail traffic and magnetic levitation traffic will be installed in the single-layer pedestal system that receives the same force. Among them, a suspended monorail traffic is installed below the first floor, that is, the pedestal beam, a slab steel hanging track beam is adopted, and a magnetic floating traffic is installed above the second floor, that is, the pedestal beam. Was installed, and a work-shaped steel magnetic floating track beam was adopted. Suspension monorail traffic will be set as a physical track, and magnetic floating type traffic will be set as a passenger track.

In connection with FIG. 8, a single layer based on monorail traffic in which a slab steel suspension type track beam is installed on the first layer of one type described based on this patent and the second layer is magnetic levitation type traffic. The pedestal type space transportation system was exemplified. The single-layer strap type space transportation system based on the monorail traffic in which the construction steel suspension type rail beam is arranged in the first layer and the second layer is the magnetic levitation type traffic is the first strap A11-7, 1st layer cap beam B-7, 1st work-shaped steel suspension type rail beam XG11-7 and 2nd work-shaped steel suspension type rail beam XG12-7, 1st magnetic levitation type rail beam C21-7 And a second magnetically floating rail beam C22-7.

In terms of traffic level, a single-layer pedestal type space transportation system based on monorail traffic, in which a construction steel suspension type track beam is installed on the first level of the above type 1 and the second level is magnetic levitation type traffic, is It is formed by a combination of two types of formal monorail traffic. The single-layer pedestal forms a two-tiered space transport system, with suspended monorail traffic below the pedestal girder, which is the first tier, and magnetic levitation traffic above the second floor, ie the girder. To install.

Structurally, the space between the first pedestal A11-7 and the first layer lid beam B-7 was fixed by placing concrete. Suspension type monorail traffic track beams and magnetic levitation type traffic track beams were installed on the upper and lower levels of the lid beams, respectively. A first cover beam B-7 is provided on the first strap A11-7, and the first magnetically levitated rail beam C21-7 and the second magnetically levitated rail beam C22-7 used as rails are attached. Supported via a support base, the first work-shaped steel suspension type rail beam XG11-7 and the second work-shaped steel suspension type rail beam XG12-7 are attached below the first layer lid beam B-7. , A support stand is used as a hanging rail for logistics transportation.

From the aspect of passenger flow, two types of traffic systems, magnetic levitation and suspension, coexist in the same stud system, and increasing traffic levels improve the passenger flow capacity in road traffic and efficiently use low-rise spaces. We carry out passenger flow transportation to avoid road traffic congestion and road congestion.

In terms of logistics, multi-layered multi-system transportation improves logistics efficiency and capacity and avoids congestion of ground logistics vehicles.

Based on the above analysis, it is possible to install a type steel suspension type track beam on the first layer of one type and adopt a single-layer pedestal type space transportation system based on monorail transportation where the second layer is magnetically levitated traffic. The road vertical three-dimensional space can be fully utilized, thereby distributing the road ground traffic and reducing the traffic congestion situation; accelerate the urban logistics efficiency, reduce the logistics cost, and the ground logistics vehicle. Reduces the impact on road traffic. At the same time, it will realize multi-functional integrated construction of magnetic levitation type transportation and suspension type monorail transportation, accelerate the operation efficiency of customer logistics, and reduce the urban construction cost.

Example 8. A space transportation system based on a single-layer pedestal-type monorail transportation in which a construction steel suspension type track beam is installed on the first layer and the second layer is railway transportation is provided.

A single-layer pedestal space transportation system based on monorail traffic will be constructed in a city, and suspended monorail traffic and rail traffic will be installed in the single-layer pedestal system that receives the same force. Among them, a suspended monorail traffic was installed below the pedestal cover beam, which is the first floor, a slab steel suspension type track beam was adopted, and railroad traffic was installed above the second floor, that is, the pedestal cover beam. Was installed. I am trying to use the suspended monorail traffic as a passenger car.

By combining FIG. 9, a single-layer pedestal based on monorail traffic, in which a slab steel suspension type track beam is installed on the first layer of one type described based on this patent, and the second layer is railway traffic. The model was explained about the type space transportation system. The single-layer strap type space transportation system in which the construction steel suspension type track beam is installed on the first layer and the second layer is based on monorail traffic for railway traffic is the first strap A11-8, first. 1-layer lid beam B-8, 1st work-shaped steel suspension type rail beam XG11-8 and 2nd work-shaped steel hanging type track beam XG12-8, vertical beam Z2-8, railroad running lane T2-8 including.

In terms of traffic level, the single-layer pedestal type space transportation system based on monorail traffic, in which a construction steel suspension type track beam is installed on the first level and the second level is railway traffic, is a suspension type. It is formed by a combination of monorail transportation and railroads. The single-layer pedestal forms a two-level space transport system, with suspended monorail traffic below the pedestal beam, which is the first level, and railroad traffic above the second layer, the cover beam. ..

Structurally, the space between the first pedestal A11-8 and the first layer lid beam B-8 was fixed by placing concrete. Railroad traffic and suspension type monorail traffic track beams are installed on the upper and lower two levels of the first-layer lid beam B-8, respectively. The first layer lid beam B-8 is installed on the first stage lid beam A11-8, the vertical beam Z2-8 is installed above the first layer lid beam B-8, and the railroad lane. Supporting T2-8, the first working steel hanging type track beam XG11-8 and the second working steel hanging type track beam XG12-8 are placed below the first layer lid beam B-8 via a support base. Can be used as a physical or passenger beam by connecting to.

From the aspect of passenger flow, in one staircase system that combines railroad and monorail traffic, an increase in traffic level improves the passenger flow transportation capacity in road traffic, efficiently uses low-rise space to carry out passenger flow transportation, and road passengers. Avoiding congestion and road congestion.

On the logistics side, the transportation level has improved, and the capacity and efficiency of logistics transportation have improved. The upper railroad can share a part of the logistics, and can avoid the congestion of the ground road logistics vehicles.

Based on the above analysis, a type of steel suspension type track beam is installed on the first floor, and a single-layer pedestal space transportation system based on monorail traffic of railroad traffic is adopted on the second floor in the vertical direction of the road. Full use of three-dimensional space can be used to disperse road ground traffic and reduce traffic congestion; accelerate logistics efficiency in the city, reduce logistics costs, and ground logistics vehicles on the road. Reduce the impact on traffic. At the same time, it will realize multi-functional integration of railway transportation and suspension type monorail transportation, accelerate the operation efficiency of customer logistics, and reduce urban construction costs.

The space transportation system based on the monorail traffic of the dual framework will be described below.

Example 9. Set suspended monorail traffic at the first level, set crossrail traffic at the second level, do not set traffic at the third level, set two-layer frame of road traffic at the fourth level Space transportation system based on monorail transportation.

We are planning to build a space transportation system based on one kind of two-layer frame monorail traffic in a city, and install suspended monorail traffic, cross-seat monorail traffic and road traffic in the same double frame receiving system. be. Of these, a suspended monorail traffic is provided below the first layer frame cover beam, which is the first layer, and a concrete suspended rail beam with an open bottom is adopted, and the first layer frame lid beam, which is the second layer, is adopted. Multi-seat monorail traffic is provided above, concrete cross rail beams are adopted, traffic is not provided below the second layer frame beam, which is the third layer, and the second layer frame beam, which is the fourth layer, is not provided. Install road traffic above. Suspension type monorail traffic will be used as a monorail, and cross-seat type monorail traffic will be used as a passenger car.

In connection with FIG. 10, set up suspended monorail traffic based on one first level described under this patent, set up multiseat monorail traffic at the second level, and set up multi-seat monorail traffic at the third level. An exemplary example will be a space transport system based on monorail traffic that does not set road traffic and sets a two-layer frame of road traffic based on a fourth level. The monorail traffic-based space transportation system that installs a double frame of the first tier installation suspended monorail traffic, the second tier setting cross rail traffic, the third level installation traffic, and the fourth level road traffic is First external line suspension type rail beam X11-9, second external line suspension type rail beam X14-9, first internal line suspension type rail beam X12-9, second internal line suspension type track beam X13-9. 1st outside line cross border type rail beam K21-9, 2nd outside line cross border type rail beam K24-9, 1st extension cross type rail beam K22-9, 2nd extension cross type rail beam K23-9, and 1st Examples thereof include a frame toaster A21-9, a second frame pitch column A22-9, a first layer frame cover beam B1-9, a second layer frame cover beam B2-9, a road traveling plate G4-9, and a vertical beam Z4-9. ..

In terms of traffic level, the first level is for suspended monorail traffic, the second level is for multi-seat monorail traffic, the third level is for no traffic, and the fourth level is for traffic. A space transport system based on monorail traffic that sets up a two-layer frame of road traffic is formed by a combination of suspended monorail traffic, cross-seat monorail traffic, and road traffic. The double frame forms a four-tiered space transport system, with suspended monorail traffic installed below the first tier frame cover beam and above the second tier or first tier lid beam. Multi-seat monorail traffic will be installed, not below the third floor, i.e. the second layer girder, but road traffic above the fourth tier, i.e. the second layer girder.

Structurally, the space between the first frame pitch column A21-9 and the first layer frame cover beam B1-9 is fixed by placing concrete, and the lower part of the second frame pitch column A22-9 and the first layer frame lid. The beam B1-9 is fixed by concrete casting, and the upper part of the second frame pitch column A22-9 and the second layer frame lid beam B2-9 are fixed by concrete casting. The first outside line suspension type rail beam X11-9, the second outside line suspension type rail beam X14-9, the first extension line suspension type rail beam X12-9, and the second extension line suspension type rail beam X13-9 are suspension type monorails. It is the main loading and guide structure of the above, and is attached below the first layer frame cover beam B1-9 of the first frame strap A21-9 via a support base, and is installed as a physical rail as a distribution passage. The first external line multi-seat rail beam K21-9, the second external multi-seat rail beam K24-9, the first internal multi-seat rail beam K22-9, and the second internal multi-seat rail beam K23-9 are multi-seat. It is the main loading and guide structure of the seated monorail, and is attached above the first layer frame cover beam B1-9 of the first frame strut A21-9 via a support base, and is provided as a guest rail as a passenger flow passage. There is. A vertical beam Z4-9 is provided above the second layer frame cover beam B2-9 to support the road traveling plate G4-9 and is used for driving the upper road traffic system.

From the aspect of customer flow, there are two types of monorail traffic and road traffic in the same double frame system. Increasing the traffic level will improve the passenger flow capacity in road traffic, efficiently utilize the low-rise space to carry out passenger flow transportation, and avoid crowded traffic and road congestion in the subway.

In terms of physical distribution, it is possible to improve the efficiency of physical distribution and avoid the congestion of ground-based physical distribution vehicles by installing a physical distribution track.

According to the above analysis, the suspended monorail traffic is installed on the first floor, the cross rail traffic is installed on the second floor, the traffic is not installed on the third level, and the two-story frame of road traffic is installed on the fourth level. By adopting the space transportation system by the installed monorail traffic, it is possible to fully utilize the three-dimensional space in the vertical direction of the road, disperse the traffic flow on the ground of the road, and reduce the congestion situation of vehicles. Accelerate road logistics efficiency, reduce logistics costs, and reduce the impact of ground logistics vehicles on road traffic. At the same time, it will realize a multifunctional integrated transportation system for monorail transportation and road transportation, accelerate the operation efficiency of customer logistics, and reduce urban construction costs.

Example 10. Double frame space based on monorail traffic where the first tier does not set traffic, the second tier is multi-seat monorail traffic, the third tier does not install traffic, and the fourth tier is road traffic. Transportation system.

A two-layer frame space transportation system based on monorail traffic was constructed between two cities, and cross-border monorail traffic and road traffic were installed on the two-layer frame system that received the same force. A transportation system will be formed. Of these, traffic is not provided below the first-layer frame cover beam, which is the first layer, and multi-seat monorail traffic is provided above the first-layer frame cover beam, which is the second layer, and concrete cross-type rail beams are installed. In use, traffic is not provided below the third layer, i.e., the second layer frame girder, but road traffic is provided above the fourth layer, i.e., the second layer frame girder. Straddle-type monorail The extension track will be the monorail, and the outside track will be the passenger rail.

In connection with FIG. 11, one first tier described under this patent does not set traffic, the second tier is multi-seat monorail traffic, and the third tier does not set traffic. The fourth level exemplifies a double frame space transportation system based on monorail traffic which is road traffic. A double frame based on monorail traffic where the first tier does not install traffic, the second tier is multi-seat monorail traffic, the third tier does not install traffic, and the fourth tier is road traffic. The space transportation system includes a first external cross-seat type rail beam K21-10, a second external cross-border type rail beam K24-10, a first internal cross-type rail beam K22-10, and a second internal line. Includes cross-border rail beam K23-10. Then, the first frame toaster A21-10, the second frame pitch pillar A22-10, the first layer frame cover beam B1-10, the second layer frame cover beam B2-10, the road traveling plate G4-10, and the vertical beam Z4- 10 is mentioned.

In terms of traffic level, the first tier does not set traffic, the second tier is multi-seat monorail traffic, the third tier does not have traffic, and the fourth tier is road traffic. The two-layer frame space transportation system based on the monorail traffic is formed by a combination of suspended monorail traffic, multi-seat monorail traffic, and road traffic. The double frame forms a four-tier space transport system, not provided below the first tier or first tier frame cover beam, and above the second tier or first tier lid beam a multi-seat monorail. Traffic is provided, not below the third layer or second layer cover beam, but above the fourth layer or second layer cover beam.

Structurally, the space between the first frame pitch column A21-10 and the first layer frame cover beam B1-10 is fixed by placing concrete, and the lower part of the second frame pitch column A22-10 and the first layer frame lid. The beam B1-10 is fixed by concrete casting, and the upper part of the second frame pitch column A22-10 and the second layer frame lid beam B2-10 are fixed by concrete casting. First external multi-seat rail beam K21-10, second external multi-seat rail beam K24-10, first internal multi-seat rail beam K22-10, second internal multi-seat rail beam K23- Reference numeral 10 is a main support and guide structure of the multi-seat monorail mounted above the first layer frame cover beam B1-10 of the first frame leg portion A21-10 via a support base. The first external line straddle type track beam K21-10 and the second external line multi-seat type track beam K4-10 are used as passenger cars as urban passenger flow passages, and the first internal line multi-seat type track beam K22-10 and the second internal line cross type. The track beam K23-10 is provided as a monorail as an urban distribution passage, a vertical beam Z4-10 is provided above the second layer frame lid beam B2-10, supports the road traveling plate G4-10, and is an upper road. Used to operate the transportation system.

In terms of customer flow, monorail traffic and road traffic exist in the same double frame system. Increasing the traffic level improves the capacity of passenger flow in traffic, efficiently uses the low-rise space to transport passengers, and avoids the congestion of road passengers and traffic congestion.

In terms of logistics, multi-layered multi-system transportation has improved the efficiency of logistics transportation and avoided congestion of ground logistics vehicles.

According to the above analysis, the first tier has no traffic, the second tier has multi-seat monorail traffic, the third tier has no traffic, and the fourth tier is road traffic, which is a double based monorail traffic. By adopting the frame space transportation system, it is possible to fully utilize the vertical three-dimensional space, disperse the ground passenger flow, and reduce the traffic congestion situation of vehicles. Accelerate logistics efficiency, reduce logistics costs, and reduce the impact of ground logistics vehicles on road traffic. At the same time, it will realize a multifunctional integrated transportation system for road traffic and cross-border monorail traffic, accelerate the operational efficiency of customer logistics, and reduce urban construction costs.

Example 11. Double frame space transportation based on monorail traffic where the first tier does not set traffic, the second tier is magnetic levitation traffic, the third tier does not set traffic, and the fourth tier is crossrail traffic. system.

A two-layer frame space transportation system based on monorail traffic was constructed between cities, and magnetic levitation type traffic and cross-seat type monorail traffic were installed in the two-layer frame system that received the same force. A transportation system will be formed. Of these, no traffic is provided below the first layer frame cover beam, which is the first layer, and magnetic float type traffic is provided above the first layer frame cover beam, which is the second layer. , A steel magnetic levitation type track beam is adopted, and there is no traffic below the third layer, that is, the second layer frame beam, and above the second layer frame beam, which is the fourth layer. Multi-seat monorail traffic is provided, and steel box straddle type track beams are adopted. Crossrail traffic will be set as monorail, and magnetic levitation type traffic will be set as passenger cars.

In connection with FIG. 12, one first tier described under the present patent does not set traffic, the second tier is magnetic levitation traffic, and the third tier does not set traffic. The fourth level exemplifies a double frame space transport system based on monorail traffic, which is straddle monorail traffic. The first layer does not install traffic, the second layer is magnetically levitated traffic, the third layer does not install traffic, and the fourth layer is multi-seat monorail traffic. The heavy frame space transport system includes a first outer line cross type track beam K41-11, a second outer line multi-seat type track beam K44-11, a first inner line multi-seat type track beam K42-11, and a second. Extension multi-seat type track beam K43-11, 1st outside line cross sheet type rail beam C21-11, 2nd outside line cross type rail beam C24-11, 1st extension line cross type rail beam C22-11, 2nd extension line cross type rail A beam C23-11, a first frame toaster A21-11 and a second frame toaster A22-11, a first layer frame cover beam B1-11, and a second layer frame cover beam B2-11 are provided.

From the viewpoint of traffic level, the first tier does not set traffic, the second tier is magnetic levitation traffic, the third tier does not set traffic, and the fourth tier is crossrail traffic. A double-frame space transport system, which is a formula and is based on monorail traffic, is formed by a combination of cross-border monorail traffic and magnetically levitated traffic. The double frame forms a four-tiered space transport system and is not provided below the first layer of the cover beam of the first layer, but of the second layer of the cover beam of the first layer. Magnetic levitation traffic is provided above, not below the second layer lid beam, which is the third layer, and many above the second layer lid beam, which is the fourth layer. Seated monorail traffic is provided.

Structurally, the space between the first frame pitch column A21-11 and the first layer frame cover beam B1-11 is fixed by placing concrete, and the lower part of the second frame pitch column A22-11 and the first layer frame lid. The beam B1-11 is fixed by concrete casting, and the upper part of the second frame pitch column A22-11 and the second layer frame lid beam B2-11 are fixed by concrete casting. The first outside line cross type rail beam K41-11, the second outside line cross type rail beam K44-11, the first extension line cross type rail beam K42-11, and the second extension line cross type rail beam K43-11 are cross sheet type monorails. It is the main loading / guide structure of the above, and is provided above the second layer frame beam B2-11 of the second frame leg A22-11 via a support base, and is provided as a monorail as a distribution passage. Above the first layer frame cover beam B1-11, the first external line magnetic levitation type rail beam C21-11, the first internal line magnetic levitation type rail beam C22-11, and the second internal line magnetic levitation type rail via a support base. The beam C23-11 and the second outside line magnetic levitation type rail beam C24-11 are provided, and are used for magnetic levitation type traffic operation and are used as guest rails.

In terms of customer flow, there are two types of monorail traffic in the same double frame system. Increasing the traffic level improves the capacity of passenger flow in traffic, efficiently uses the low-rise space to transport passengers, and avoids the congestion of road passengers and traffic congestion.

In terms of logistics, we will install a track for multi-system transportation to improve the efficiency and capacity of logistics transportation and avoid congestion of ground logistics vehicles.

According to the above analysis, the first tier has no traffic, the second tier has no magnetic levitation traffic, the third tier has no traffic, and the fourth tier has cross-rail traffic monorail traffic. By adopting a double-frame space transportation system based on the type of monorail traffic, it is possible to fully utilize the vertical three-dimensional space, disperse the ground passenger flow, and reduce the traffic congestion situation of vehicles. Accelerate road logistics efficiency, reduce logistics costs, and reduce the impact of ground logistics vehicles on road traffic. At the same time, it will realize a multifunctional integrated transportation system for cross-border monorail transportation and magnetic levitation transportation, accelerate the operational efficiency of customer logistics, and reduce urban construction costs.

Example 12. The bottom opening suspension type rail beam is installed on the first level, the second level is multi-seat monorail traffic, the third level is no traffic, and the fourth level is railroad traffic. Based on double frame space transportation system.

A two-layer frame space transportation system based on monorail traffic was constructed between cities, and suspended monorail traffic, cross-seat monorail traffic, and railroad traffic were installed on the two-layer frame system that received the same force. We plan to form a frame space transportation system. Of these, a suspended monorail traffic is installed below the first layer frame lid beam, which is the first layer, and a bottom opening steel box hanging type rail beam is adopted, and the first layer frame lid beam, which is the second layer. Multi-seat monorail traffic is installed above, a concrete cross type rail beam is adopted, traffic is not installed below the second layer frame lid beam which is the third layer, and the second layer frame which is the fourth layer. Railroad traffic will be installed above the girders. Suspension type monorail traffic will be set to monorail and cross-seat type will be set to passenger cars.

In connection with FIGS. 13 and 14, a bottom opening suspension rail beam is installed based on one first tier described under this patent, the second tier is cross-seat monorail traffic. The third level does not install traffic, and the fourth level illustrates a double-frame space transportation system based on monorail traffic, which is railroad traffic. The first tier is a double-seat monorail traffic with a bottom opening suspension type rail beam, the second tier is a multi-seat monorail traffic, the third tier is no traffic, and the fourth tier is a double based monorail traffic. The frame space transportation system includes a first outer line bottom opening suspension type rail beam XD11-12, a second outer line bottom opening suspension type rail beam XD14-12, and a first inner bottom opening suspension type rail beam XD12-12. 2nd extension bottom opening suspension type rail beam XD13-12, 1st outside line cross type rail beam K21-12, 2nd outside line cross type rail beam K24-12, 1st extension line cross type rail beam K22-12, 2nd extension Cross type rail beam K23-12. 1st frame toaster A21-12, 2nd frame pitch column A22-12, 1st layer frame cover beam B1-12, 2nd layer frame cover beam B2-12, railroad running lane T4-12, vertical beam It is equipped with Z4-12. Due to the drawing size limitation, the railroad track in FIG. 13 is not very clear. Therefore, FIG. 14 is a schematic diagram of E-12 of a railway track, where E1 is a railway track plate, E2 is a rail, and E3 is a track cradle. Embodiments that include railroads below are no longer described in the accompanying drawings.

In terms of traffic level, the first level has a bottom opening suspension type track beam, the second level is multi-seat monorail traffic, and the third level has no traffic. The two-layer frame space transportation system based on monorail transportation whose tier is railroad traffic is formed by a combination of suspended monorail traffic, cross-seat monorail traffic, and railroad traffic. The double frame forms a four-tiered space transport system, with suspended monorail traffic installed below the first tier frame cover beam and above the second tier or first tier lid beam. Multi-seat monorail traffic will be installed, not below the 3rd floor, i.e. the 2nd floor girder, but railroad traffic above the 4th floor, i.e. the 2nd girder.

Structurally, the space between the first frame pitch column A21-12 and the first layer frame cover beam B1-12 is fixed by placing concrete, and the lower part of the second frame pitch column A22-12 and the first layer frame lid. The beams B1-12 are fixed by concrete casting, and the upper part of the second frame pitch column A22-12 and the second layer frame lid beam B2-12 are fixed by concrete casting. 1st outside line bottom opening hanging type rail beam XD11-12, 2nd outside line bottom opening hanging type rail beam XD14-12, 1st inside line bottom opening hanging type rail beam XD12-12, 2nd inside line bottom opening hanging type The rail beam XD13-12 is the main loading and guide structure for the suspended monorail, and is attached below the first layer lid beam B1-12 of the first strap A21-12 via a support base to serve as a distribution passage. It is said to be a rail. First external multi-seat rail beam K21-12, second external multi-seat rail beam K24-12, first internal multi-seat rail beam K22-12, second internal multi-seat rail beam K23- Reference numeral 12 is a main loading and guide structure for the multi-seat monorail, which is provided above the first layer frame beam B1-12 of the first frame leg portion A21-12 via the support base and is provided as a passenger rail. Has been done. A vertical beam Z4-12 is provided above the second layer frame cover beam B2-12 to support the railway traveling lane T4-12 and is used for operating the upper railway transportation system.

From the aspect of customer flow, there are two types of monorail traffic and rail traffic in the same double frame system. Increasing the traffic level improves the capacity of passenger flow in traffic, efficiently uses the low-rise space to transport passengers, and avoids the congestion of road passengers and traffic congestion.

In terms of logistics, multi-layered multi-system transportation improves the efficiency of logistics transportation and avoids congestion of ground logistics vehicles.

According to the above analysis, a bottom opening suspension type track beam is installed on the first floor of one type, multi-seat monorail traffic is installed on the second floor, traffic is not installed on the third floor, and railroad traffic is installed on the fourth floor. By adopting a double-frame space transportation system based on monorail traffic, it is possible to fully utilize the vertical three-dimensional space, disperse the ground passenger flow, and reduce the traffic congestion situation. Accelerate road logistics efficiency, reduce logistics costs, and reduce the impact of ground logistics vehicles on road traffic. At the same time, it will realize a multifunctional integrated transportation system for railway transportation, cross-seat type monorail transportation, and suspension type monorail transportation, accelerate the operation efficiency of customer logistics, and reduce urban construction costs.

Hereinafter, a double pedestal type space transportation system based on monorail traffic will be described.

Example 13. Double pedestal type where suspended monorail traffic is installed on the first floor, overpass monorail traffic is installed on the second floor, road traffic is not installed on the third floor, and road traffic is installed on the fourth floor. Provides a space transportation system based on monorail transportation.

A double pedestal space transport system based on monorail traffic will be constructed in a city, and suspension monorail traffic, cross-seat monorail traffic and road traffic will be installed in the same double pedestal receiving system. .. Of these, a suspended monorail traffic is installed below the first layer strap beam, which is the first layer, and a concrete suspended rail beam with an open bottom is adopted, and the first stage strap, which is the second layer. Cross-seat type monorail traffic is installed above the beam, concrete cross-border type rail beam is adopted, traffic is not installed below the second stage strap beam which is the third level, and the fourth level is the fourth level. Road traffic will be installed above the second strap beam. Suspension type monorail traffic will be used as a monorail, and cross-seat type monorail traffic will be used as a passenger car.

In connection with FIG. 15, we set up suspended monorail traffic based on one first level described under this patent, set up crossrail traffic at the second level, and road at the third level. An exemplary spatial transport system based on double pedestal monorail traffic that does not install traffic and installs road traffic at the fourth level. The first tier setting suspended monorail traffic, the second tier setting cross rail traffic, the double staircase monorail traffic base that does not install road traffic at the third level and installs road traffic at the fourth level. The space transportation system includes a first strap A11-13, a second strap A12-13, a vertical beam Z4-13, a second layer cap beam B2-13, a first layer cap beam B1-13, and a road board G4. -13, a first cross rail beam K21-13, a second cross seat rail beam K22-13, a first suspension rail beam X11-13, and a second suspension rail beam X12-13 are provided.

In terms of traffic level, the first level sets up suspended monorail traffic, the second level sets up multi-seat monorail traffic, and the third level does not set up road traffic, the fourth. A space transport system based on double pedestal monorail traffic that installs road traffic at the level is formed by a combination of suspended monorail traffic, multi-seat monorail traffic, and road traffic. The double staircase columns form a four-tiered spatial transport system, with suspended monorail traffic below the first layer or first layer beam and many above the second layer or first layer beam. The seated monorail traffic will be installed and the road traffic will be installed above the 4th layer, that is, the 2nd layer beam, not below the 3rd layer, that is, the 2nd layer beam.

Structurally, the first cover beam A11-13 and the first cover beam B1-13 are fixed by placing concrete, and the lower part of the second cover beam A12-13 and the first cover beam B1 are fixed. -13 is solidified by concrete casting, and the upper part of the second cover beam A12-13 and the second lid beam B2-13 are solidified by concrete casting. The first-stage lid beam B1-13 is provided on the first-layer lid beam B1-13, the second-layer lid beam B2-13 is provided on the second-layer lid beam B2-13, and the second-layer lid beam B2-13 is provided. A vertical beam Z4-13 is attached to B2-13 via a support base to support the road traveling plate G4-13, and a first seat type track beam is provided above the lid beam B1-13 of the first layer via a support base. It was connected to K21-13 and the second cross-seat type track beam K22-13 and used as a cross rail for passenger flow transportation. The lower part of the first layer lid beam B1-13 is connected to the first suspension rail beam X11-13 and the second suspension rail beam X12-13 via a support base as a suspension type rail for physical distribution transportation. ..

In terms of customer flow, two types of formal monorail traffic and road traffic will be installed in the same double-step system, and increasing traffic levels will increase the passenger flow capacity in road traffic and efficiently utilize low-rise spaces. Carry out passenger traffic and avoid crowded subway traffic and road congestion.

In terms of logistics, multi-layered multi-system transportation improves logistics efficiency and avoids congestion of ground logistics vehicles.

According to the above analysis, the double monorail traffic is installed on the 1st floor, the crossrail traffic is installed on the 2nd floor, the road traffic is not installed on the 3rd floor, and the road traffic is installed on the 4th floor. By adopting a space transportation system using pedestal-type monorail traffic, it is possible to fully utilize the three-dimensional space in the vertical direction of the road, disperse the flow of passengers on the ground, and reduce the congestion of vehicles. Accelerate road logistics efficiency, reduce logistics costs, and reduce the impact of ground logistics vehicles on road traffic. At the same time, it will realize multi-functional integrated construction of monorail and road traffic, accelerate the operation efficiency of customer logistics, and reduce urban construction costs.

Example 14. No traffic at the first level, maglev traffic at the second level, no traffic at the third level, rail traffic at the fourth level, double based on monorail traffic Provides a staircase space transport system.

A double pedestal space transportation system based on monorail traffic will be constructed between cities, and magnetic levitation traffic and railroad traffic will be installed in the same double pedestal receiving system. Will be formed. Of these, traffic is not installed below the first-stage strut beam, which is the first level, and magnetically levitated traffic is installed above the first-stage pedestal beam, which is the second level. It uses a built-in steel magnetic levitation type track beam, and there is no traffic below the pedestal beam of the second stage, which is the third floor, and the second floor pillar, which is the fourth floor. Railroad traffic is installed above the beams. I'm trying to set up magnetic levitation traffic on the rails.

In connection with FIG. 16, no traffic is set based on the first tier described under the present patent, no magnetic levitation traffic is set on the second tier, no traffic is set on the third tier, An exemplary example will be a double-staired space transport system based on monorail traffic that installs railroad traffic on the fourth level. Two layers of monorail traffic base, with no traffic set at the first level, magnetically levitated traffic set at the second level, no traffic set at the third level, and railroad traffic set at the fourth level. The toaster type space transportation system includes a first strap A11-14, a second strap A12-14, a vertical beam Z4-14, a second cover beam B2-14, a first cover beam B1-14, and a railroad lane. It includes T4-14, a first magnetically levitated rail beam C21-14, and a second magnetically levitated rail beam C22-14.

In terms of traffic level, the first level does not set traffic, the second level does not set magnetic levitation traffic, the third level does not set traffic, and the fourth level does rail traffic. A double pedestal space transport system based on non-installed monorail traffic is formed by a combination of magnetically levitated monorail traffic and rail traffic. The double staircase columns form a four-tiered spatial transport system, with no traffic below the first layer or first layer beam, and magnetically levitated traffic above the second layer or first layer beam. Is not installed below the third layer, that is, the second layer cover beam, but railroad traffic is provided above the fourth layer, that is, the second layer cover beam.

Structurally, the first cover beam A11-14 and the first cover beam B1-14 are fixed by placing concrete, and the lower part of the second cover beam A12-14 and the first cover beam B1 are fixed. -14 is solidified by concrete casting, and the upper part of the second cover beam A12-14 and the second lid beam B2-14 are solidified by concrete casting. The first-stage lid beam A11-14 is provided with the first-layer lid beam B1-14, and the second-stage lid beam B2-14 is provided with the second-layer lid beam B2-14. A vertical beam Z4-14 supporting the railway traveling lane T4-14 is provided above the lid beam B2-14 of the second layer, and the first magnetically levitated rail beam C21-14 and the second magnetically levitated track beam C22 are provided. -14 is connected above the lid beam B1-14 of the first layer via a support base, and is used as a magnetically levitated passenger vehicle for passenger flow transportation.

From the aspect of customer flow, magnetically levitated traffic and railroad traffic will be installed in the same double-step system, and the increase in traffic level will improve the passenger flow transportation capacity in road traffic, and the low-rise space will be used efficiently for passenger flow. We carried out transportation and avoided crowded road passengers and road congestion.

In terms of logistics, a multi-layered multi-system transportation system improves logistics transportation efficiency, utilizes the vertical space of roads, and avoids congestion of ground logistics vehicles.

According to the above analysis, no traffic is set up at the 1st level, no magnetic floating traffic is set up at the 2nd level, no traffic is set up at the 3rd level, and no railroad traffic is set up at the 4th level. By adopting the pedestal type space transportation system, it is possible to fully utilize the urban vertical three-dimensional space, disperse the urban ground traffic, and reduce the traffic congestion situation of vehicles. Accelerate urban logistics efficiency, reduce logistics costs, and reduce the impact of ground logistics vehicles on road traffic. At the same time, it will realize a multifunctional integrated transportation system for railway transportation and monorail transportation, accelerate the operation efficiency of customer logistics, and reduce urban construction costs.

Example 15. For monorail traffic, where bottom opening hanging rail beams are installed on the first floor, magnetic levitation traffic is installed on the second floor, traffic is not installed on the third floor, and cross rail traffic is installed on the fourth floor. Based on a double pedestal space transport system.

Constructed a double pedestal space transport system based on monorail traffic between cities, and installed suspended monorail traffic, cross-seat monorail traffic and magnetic levitation traffic in the same double pedestal receiving system. We plan to form an institutional multi-layered space transportation system. Among them, the suspension type monorail traffic is installed below the first layer strap beam which is the first layer, the bottom opening steel box hanging type rail beam is adopted, and the first layer strap beam which is the second layer Magnetic levitation type traffic is installed above, a crafted steel magnetic levitation type rail beam is adopted, traffic is not installed below the second layer strap beam which is the third layer, and the second layer strap which is the fourth layer. A cross-seat monorail traffic was installed above the beam. A concrete crossrail beam was adopted. Crossrail traffic and magnetic levitation traffic will be set as passenger rails, and suspended monorail traffic will be set as physical rails.

In connection with FIG. 17, a bottom opening suspension rail beam is installed based on the first tier described under this patent, a magnetic levitation traffic is installed on the second tier, and a third tier. An exemplary example will be a double pedestal space transport system based on monorail traffic that installs monorail traffic across a fourth level without installing traffic. A bottom opening suspension type rail beam is installed on the first layer, magnetically levitated traffic is installed on the second layer, traffic is not installed on the third layer, and cross rail traffic is installed on the fourth layer. The double pedestal space transport system based on monorail traffic includes a first strap A11-15, a second strap A12-15, a second cover beam B2-15, a first cover beam B1-15, and a first. Cross-seat type rail beam K41-15, second cross-seat type rail beam K42-15, first magnetic levitation type rail beam C21-15, second magnetic levitation type rail beam C22-15, first bottom opening suspension type The rail beam XD11-15 and the second bottom opening suspension type rail beam XD12-15 are provided.

In terms of traffic level, the first level has a bottom opening suspension type track beam, the second level has magnetic levitation type traffic, and the third level has no traffic, the fourth level. A double pedestal space transport system based on monorail traffic that installs crossrail traffic at the level is formed by a combination of magnetically floated traffic, suspended monorail traffic and cross-seat monorail traffic. The double pedestal forms a four-tiered spatial transport system, with suspended monorail traffic below the first tier or first tier beam and magnetic above the second tier or first tier beam. Floating traffic will be installed, no traffic will be installed below the third layer or second layer beam, and cross-seat monorail traffic will be installed above the fourth layer or second layer beam.

Structurally, the first cover beam A11-15 and the first cover beam B1-15 are fixed by placing concrete, and the lower part of the second cover beam A12-15 and the first cover beam B1 are fixed. -15 is solidified by concrete casting, and the upper part of the second cover beam A12-15 and the second lid beam B2-15 are solidified by concrete casting. The first leg portion A11-15 is provided with the first layer lid beam B1-15, the second layer lid beam B2-15 is provided with the second layer lid beam B2-15, and the first cross. The rail K41-15 and the second cross-type rail beam K42-15 are arranged above the second-layer lid beam B2-15 via a support base, and are used as a cross rail or a passenger car. Below the first layer lid beam B1-15, there is a first bottom opening suspension type rail beam XD11-15 as a suspension type rail and a second bottom opening suspension type rail beam as a suspension type rail. XD12-15 is attached via a support base, and above the first layer lid beam B1-15, the first magnetically levitated rail beam C21-15 and the second magnetically levitated type as magnetically levitated passenger cars for passenger flow transportation. A rail beam C22-15 is provided via a support base.

From the aspect of passenger flow, magnetic levitation traffic, suspended monorail traffic and cross-seat monorail traffic will be installed in the same double pedestal system, and the increase in traffic level will improve the passenger flow capacity in road traffic, and the lower floors. Efficient use of space was used for passenger flow transportation to avoid road congestion and road congestion.

In terms of logistics, a multi-layered multi-system transportation system improves logistics transportation efficiency, utilizes the vertical space of roads, and avoids congestion of ground logistics vehicles.

According to the above analysis, the bottom opening suspension type rail beam is installed in the first level of one kind, the magnetic levitation type traffic is installed in the second level, the traffic is not installed in the third level, and the cross rail is installed in the fourth level. By adopting a double-beam space transportation system based on monorail traffic that installs traffic, it is possible to fully utilize the vertical three-dimensional space in the city, disperse the traffic flow on the ground in the city, and reduce the traffic congestion situation. be able to. Accelerate urban logistics efficiency, reduce logistics costs, and reduce the impact of ground logistics vehicles on road traffic. At the same time, it will realize the integration of three types of monorail transportation, accelerate the operation efficiency of customer logistics, and reduce the urban construction cost.

Example 16. Monorail traffic with no traffic on the 1st floor, multi-seat monorail traffic on the 2nd floor, bottom opening hanging rail beams on the 3rd floor, and magnetic levitation traffic on the 4th floor Provides a double pedestal space transport system based on.

Constructed a double pedestal space transport system based on monorail traffic between cities, and installed suspended monorail traffic, cross-seat monorail traffic and magnetic levitation traffic in the same double pedestal receiving system. We plan to form an institutional multi-layered space transportation system. Of these, traffic is not installed below the pedestal beam of the first stage, which is the first floor, and multi-seat monorail traffic is installed above the pedestal beam of the first stage, which is the second floor. Suspended monorail traffic is provided below the pedestal beam of the second stage, which is the third floor, and is the fourth layer using the bottom opening concrete suspended rail beam. Magnetic levitation type traffic is provided above the pedestal cover beam of the second stage. A work-shaped steel magnetic levitation type track beam was adopted. Maglev traffic will be the passenger track, and cross-seat monorail traffic and suspension monorail traffic will be the monorail.

In connection with FIG. 18, a multi-seat monorail traffic straddling a second tier, a third tier installation bottom opening suspension type, which does not install traffic based on one first tier described under the present patent. A double pedestal type space transportation system based on monorail traffic in which a rail beam and magnetic levitation type transportation are installed on the fourth level will be exemplified. No traffic is installed on the first level, multi-seat monorail traffic is installed on the second level, bottom opening suspension type track beams are installed on the third level, and magnetically levitated traffic is installed on the fourth level. The double pedestal type space transportation system based on the monorail traffic to install is the first pedestal A11-16, the second pedestal A12-16, the second lid beam B2-16, and the first lid beam B1. -16, first cross-seat type track beam K21-16, second cross-seat type rail beam K22-16, first magnetically levitated rail beam C41-16, second magnetically levitated rail beam C42-16. , A first bottom opening hanging rail beam XD31-16, and a second bottom opening hanging rail beam XD32-16.

In terms of traffic level, the first level does not install traffic, the second level sets multi-seat monorail traffic, the third level installs a bottom opening suspension type track beam, and the fourth level. A double pedestal space transport system based on monorail traffic, which installs magnetic levitation traffic on the floor of, is formed by a combination of magnetic levitation traffic, suspended monorail traffic and cross-seat monorail traffic. The double staircase pillars form a four-tiered space transport system, with no traffic below the first tier, the first tier beam, and a cross-seat type above the second tier, the first tier beam. Monorail traffic will be installed, suspended monorail traffic will be installed below the second layer beam, which is the third floor, and magnetically levitated traffic will be installed above the second layer beam, which is the fourth floor.

Structurally, the first cover beam A11-16 and the first cover beam B1-16 are fixed by placing concrete, and the lower part of the second cover beam A12-16 and the first cover beam B1 are fixed. -16 is solidified by concrete casting, and the upper part of the second cover beam A12-16 and the second lid beam B2-16 are solidified by concrete casting. The first leg portion A11-16 is provided with the first layer lid beam B1-16, the second layer lid beam B2-16 is provided with the second layer lid beam B2-16, and the second layer is provided. A first magnetically levitated rail beam C41-16 and a second magnetically levitated rail beam C42-16 are provided above the lid beam B2-16 via a support base, and are used as a magnetically levitated rail. Below the second layer lid beam B2-16, a first bottom opening suspension type rail beam XD31-16 and a second bottom opening suspension type rail beam XD32-16 are provided as suspension type rails, and the first Above the layered lid beam B1-16, a first cross-seat type rail beam K21-16 and a second cross-seat type rail beam K22-16 used as cross rails for logistics transportation are provided.

From the aspect of passenger flow, magnetic levitation traffic, suspended monorail traffic and cross-seat monorail traffic will be installed in the same double pedestal system, and the increase in traffic level will improve the passenger flow capacity in road traffic, and the lower floors. Efficient use of space was used for passenger flow transportation to avoid road congestion and road congestion.

In terms of logistics, a multi-layered multi-system transportation system improves logistics transportation efficiency, utilizes the vertical space of roads, and avoids congestion of ground logistics vehicles.

According to the above analysis, no traffic is installed on the first level of one type, multi-seat monorail traffic is installed on the second layer, a bottom opening suspension type track beam is installed on the third layer, and magnetic is installed on the fourth layer. By adopting a double-beam type space transportation system based on monorail traffic that installs floating traffic, it is possible to fully utilize the urban vertical three-dimensional space, disperse the urban ground traffic, and reduce the traffic congestion situation. Can be reduced. Accelerate urban logistics efficiency, reduce logistics costs, and reduce the impact of ground logistics vehicles on road traffic. At the same time, it will realize the integration of three types of monorail transportation, accelerate the operation efficiency of customer logistics, and reduce the urban construction cost.

Hereinafter, a three-layer frame space transportation system based on monorail transportation will be described.

Example 17. Do not set traffic at the first level, set magnetic levitation traffic at the second level, do not set traffic at the third level, set crossrail traffic at the fourth level, traffic at the fifth level A space transportation system based on monorail traffic that does not set, but sets a three-layer frame of road traffic at the sixth level.

A space transportation system based on three-layer frame monorail traffic will be constructed between cities, and magnetic levitation type traffic, cross-seat type monorail traffic, and road traffic will be installed in the same three-layer frame receiving system. Among them, traffic was not installed below the first layer frame cover beam, which is the first layer, but magnetic float type traffic was installed above the first layer frame cover beam, which is the second layer. A floating rail beam is adopted, traffic is not installed below the second layer frame cover beam, which is the third layer, and cross-seat type monorail traffic is installed above the second layer frame cover beam, which is the fourth layer. , Steel box cross-seat type rail beam is adopted. No traffic is provided below the 5th floor, that is, the 3rd layer frame cover beam, and road traffic is provided above the 6th floor, that is, the 3rd layer frame cover beam. Crossrail traffic will be set as monorail, and magnetic levitation type traffic will be set as passenger cars.

In connection with FIG. 19, one of the first levels described under this patent does not set traffic, the second level sets magnetic float traffic, the third level does not set traffic, the first. Illustrates a space transportation system based on monorail traffic of a three-layer framework that sets cross-talk monorail traffic at level 4, does not set traffic at level 5, and installs road traffic at level 6. do. No traffic is set at the first level, magnetic levitation traffic is set at the second level, traffic is not set at the third level, cross-talk monorail traffic is set at the fourth level, fifth. The space transportation system based on the monorail traffic of the three-layer frame that does not install the road traffic at the level of the first and installs the road traffic at the sixth level is the first outside line cross sheet type rail beam K41-17, the second outside line cross. Border rail beam K44-17, 1st internal cross rail beam K42-17, 2nd internal cross rail beam K43-17, 1st external magnetic levitation rail beam C21-17, 2nd external magnetic levitation rail beam C24-17 , 1st extension magnetic levitation type rail beam C22-17, 2nd extension magnetic levitation type rail beam C23-17, 1st frame pedestal A21-17, 2nd frame pedestal A22-17, 3rd frame pedestal A23- 17. The first layer frame lid beam B1-17, the second layer frame lid beam B2-17, the third layer frame lid beam B3-17, the road traveling path plate G6-17, and the vertical beam Z6-17 are provided.

In terms of traffic level, the first level does not set traffic, the second level does not set magnetic floating traffic, the third level does not set traffic, and the fourth level does cross rail traffic. A space transport system based on monorail traffic that does not set, does not set traffic at the 5th level, sets a 3-layer frame of road traffic at the 6th level is formed from a combination of two monorail traffic and road traffic. .. The three-layer frame forms a six-tiered space transport system, with no traffic below the first-tier frame cover beam and magnetic above the second-tier first-layer lid beam. Floating traffic is provided, traffic is not provided below the second layer beam, which is the third layer, and multi-seat monorail traffic is provided above the second layer beam, which is the fourth layer, and the fifth layer. No traffic is provided below the third layer beam. Road traffic is installed above the 6th layer, that is, the 3rd layer cover beam.

Structurally, the first frame pitch column A21-17 and the first layer lid beam B1-17 are fixed by placing concrete, and the lower part of the second frame pitch column A22-17 and the first layer frame covering beam. B1-17 is fixed by concrete casting, and the upper part of the second frame pitch column A22-17 and the second frame lid beam B2-17 are fixed by concrete casting. The lower part of the third frame pitch column A23-17 and the second layer frame lid beam B2-17 are fixed by placing concrete, and the upper part of the third frame pitch column A23-17 and the third layer frame lid beam B3-17 are fixed. Is cast and fixed. Above the third layer frame cover beam B3-17, a vertical beam Z6-17 for supporting the road traveling plate G6-17 for operating the upper road traffic system is provided. First external multi-seat rail beam K41-17, first internal multi-seat rail beam K42-17, second internal multi-seat rail beam K43-17, and second outer line cross-type rail beam K44. -17 is connected above the second layer frame beam B2-17 via a support base, provides a cross-border monorail traffic as a monorail as a distribution passage, and supports above the second side frame beam B2-17. It is connected via a stand. The first external line magnetic levitation type rail beam C21-17, the first internal line magnetic levitation type rail beam C22-17, the second internal line magnetic levitation type rail beam C23-17 and the second external line magnetic levitation type rail beam C24-17 are the first. It is connected above the one-layer frame cover beam B1-17 using a support base and is used as a guest rail.

In terms of customer flow, the same three-layer frame system is equipped with three types of transportation: road traffic, cross-seat monorail traffic, and magnetic levitation traffic. Increasing the traffic level will improve the passenger flow capacity in road traffic, efficiently utilize the low-rise space to carry out passenger flow transportation, and avoid crowded traffic and road congestion in the subway.

In terms of logistics, a multi-system, multi-layered transportation system improves logistics transportation efficiency and avoids congestion of ground logistics vehicles.

According to the above analysis, no traffic is set up at the first level, no magnetic levitation traffic is set up at the second level, no traffic is set up at the third level, no overpass monorail traffic is set up at the fourth level, and the first level. By adopting a space transportation system by monorail traffic that does not install traffic at the 5th level and installs a 3-layer frame of road traffic at the 6th stage, it is possible to utilize the vertical three-dimensional space of the road and disperse the traffic flow on the road. It can reduce traffic congestion. Accelerate road logistics efficiency, reduce logistics costs, and reduce the impact of ground logistics vehicles on road traffic. At the same time, it will realize multi-functional integrated construction of road traffic and monorail traffic, accelerate the operation efficiency of customer logistics, and reduce urban construction costs.

Example 18. 1st level setting of suspended monorail traffic, 3rd level installation of 2nd level magnetically levitated traffic, 4th level road traffic installation, 5th level traffic non-installation, 6th level cross border A three-layer frame space transportation system based on monorail transportation for installing monorail transportation.

A three-layer frame space transportation system based on monorail traffic was constructed between cities, and magnetic levitation type traffic, cross-seat type monorail traffic, suspended monorail traffic, and road traffic were installed in the same three-layer frame receiving system. We plan to form a three-layer frame space transportation system based on formal multi-level monorail transportation. Of these, a suspension-type monorail traffic is installed below the first-layer frame lid beam, which is the first layer, and a bottom-opening concrete suspension-type rail beam is used, above the first-layer frame lid beam, which is the second layer. The magnetic levitation type traffic is installed in the building, the concrete levitation type track beam is adopted, the traffic is not installed under the second layer frame lid beam which is the third layer, and the second layer frame which is the fourth layer. Road traffic will be installed above the lid beam. There is no traffic below the 3rd layer frame cover beam, which is the 5th floor, and multi-seat monorail traffic is provided above the 3rd layer frame cover beam, which is the 6th floor, and concrete. A cross-seat type rail beam is used. Crossrail traffic and magnetic levitation traffic will be set as passenger rails, and suspended monorail traffic will be set as physical rails.

In connection with FIG. 20, setting up suspended monorail traffic at the first level, setting up magnetic float traffic at the second level, setting up traffic at the third level as described under this patent. Illustrative three-layer frame space transport system based on monorail traffic that does not, sets road traffic at the 4th level, does not set traffic at the 5th level, sets crossrail traffic at the 6th level Explain to. The first level of suspended monorail traffic, the second level of maglev traffic, the third level of installed traffic, the fourth level of road traffic, the fifth level of non-installed traffic, The three-layer frame space transport system based on the monorail traffic that sets the cross rail traffic at the sixth level is the first outside line cross sheet type rail beam K61-18 and the second outside line cross sheet type rail beam K64-18. 1st internal line cross rail K62-18, 2nd internal line cross rail beam K63-18, 1st external line magnetic levitation type rail beam C21-18, 2nd external line magnetic levitation type rail beam C24-18, 1st internal line magnetic levitation type rail Beam C22-18, 2nd internal line magnetic levitation type rail beam C23-18, 1st external line suspension type rail beam XD11-18, 2nd external line suspension type rail beam XD14-18, 1st internal line suspension type rail beam XD12- 18, 2nd extension hanging type rail beam XD13-18, 1st frame toaster A21-18, 2nd frame toaster A22-18, 3rd frame toaster A23-18, 1st layer frame cover beam B1-18, 2nd The layer frame cover beam B2-18, the third layer frame cover beam B3-18, the road traveling plate G4-18, and the vertical beam Z4-18 are provided.

At the traffic level. The first level suspended monorail traffic setting, the second level magnetically levitated traffic third level setting traffic non-setting, the fourth level road traffic setting, the fifth level A three-layer frame space transport system based on monorail traffic that sets non-setting of traffic and cross-rail traffic at the sixth level is formed by a combination of multi-seat monorail traffic, suspended monorail traffic, road traffic, and magnetically levitated traffic. Will be done. The three-layer frame forms a six-level space transport system, and a suspended monorail traffic is installed below the first-layer frame cover beam, which is the first layer, and above the first-layer lid beam, which is the second layer. Magnetic levitation type traffic is installed in, no traffic is provided below the second layer beam, which is the third layer, and road traffic is installed above the second layer beam, which is the fourth layer. Do not install traffic below a certain third layer girder. A cross-seat type monorail traffic is provided above the third layer lid beam, which is the sixth layer.

Structurally, the first frame pitch column A21-18 and the first layer lid beam B1-18 are fixed by placing concrete, and the lower part of the second frame pitch column A22-18 and the first layer frame lid beam. B1-18 is fixed by concrete casting, and the upper part of the second frame pitch column A22-18 and the second layer frame lid beam B2-18 are fixed by concrete casting. The lower part of the third frame pitch column A23-18 and the second layer frame lid beam B2-18 are fixed by placing concrete, and the upper part of the third frame pitch column A23-18 and the third layer frame lid beam B3-18 are fixed. Is cast and fixed. Above the third layer frame cover beam B3-18, the first outside line multi-seat rail beam K61-18, the first extension multi-seat rail beam K62-18, the second extension multi-seat rail beam K63-18 and The second outer line multi-seat rail beam K64-18 is provided and used as a rail, and the vertical beam Z4-18 is provided above the second layer frame cover beam B2-18 and is used for the operation of the road traffic system. Supports the road traveling board G4-18. Above the first layer frame cover beam B1-18, a first outer line magnetic levitation rail beam C21-18, a first internal magnetic levitation rail beam C22-18, a second inner magnetic levitation rail beam C23-18, A second outside line magnetically levitated rail beam C24-18 is provided and is used as a guest rail. Below the first layer frame cover beam B1-18, a first outside line suspension type rail beam XD11-18, a first inner suspension type rail beam XD12-18, a second inner suspension type rail beam XD13-18, A second outside line suspension type rail beam XD14-18 is provided and used as a rail.

From the aspect of customer flow, the same three-layer frame system has four types of transportation systems: multi-seat monorail traffic, road traffic, magnetic levitation traffic, and suspended monorail traffic. Increasing the traffic level will improve the passenger flow capacity in road traffic, efficiently utilize the low-rise space to carry out passenger flow transportation, and avoid crowded traffic and road congestion in the subway.

In terms of logistics, a multi-system, multi-layered transportation system improves logistics transportation efficiency and avoids congestion of ground logistics vehicles.

According to the above analysis, one type of suspended monorail traffic is installed at the first level, magnetically levitated traffic is installed at the second level, traffic is not installed at the third level, and road traffic is installed at the fourth level. No, no traffic is installed at the 5th level, cross rail traffic is installed at the 6th level The 3-layer frame space transportation system based on monorail traffic can fully utilize the vertical three-dimensional space and disperse the ground traffic. , Vehicle congestion can be reduced. Accelerate logistics efficiency, reduce logistics costs, and reduce the impact of ground logistics vehicles on road traffic. At the same time, it will realize multi-functional integrated construction of road traffic and monorail traffic, accelerate the operation efficiency of customer logistics, and reduce urban construction costs.

Hereinafter, a three-layer pedestal type space transportation system based on monorail transportation will be described.

Example 19. Do not set up traffic at the first level, set up magnetically levitated traffic at the second level, do not set up traffic at the third level, set up crossrail traffic at the fourth level, set up crossrail traffic at the fifth level It provides a space transportation system based on a three-story pedestal type monorail traffic that installs road traffic at the sixth level without installing traffic.

A three-layer pedestal type space transportation system based on monorail traffic will be constructed in the city, and magnetic levitation type traffic, cross-seat type monorail traffic, and road traffic will be installed in the same three-layer pedestal receiving system. Among them, traffic was not installed below the first layer pedestal beam, which is the first layer, but magnetic levitation type traffic was installed above the first layer pedestal cover beam, which is the second layer. Floating track beams were adopted; no traffic was installed below the 3rd layer or 2nd layer pedestal beams, but multi-seat monorail traffic was installed above the 4th layer or 2nd layer pedestal beams and steel. A box straddle type track beam was adopted. Traffic is not installed below the pedestal beam of the 3rd tier, which is the 5th floor, and road traffic is installed above the pedestal beam of the 3rd floor, which is the 6th floor, to allow cross-rail traffic. Monorail and maglev traffic will be set for passenger cars.

In connection with FIG. 21, do not set traffic based on the first level described under this patent, set magnetic levitation traffic at the second level, do not set traffic at the third level, Illustratively, a space transportation system based on a three-layer pedestal type monorail traffic that sets monorail traffic across the fourth level, does not install traffic on the fifth level, and installs road traffic on the sixth level. explain. No traffic at the first level, no magnetic levitation traffic at the second level, no traffic at the third level, no cross-rail traffic at the fourth level, fifth level The space transportation system based on the three-layer pedestal type monorail traffic that does not install road traffic at the sixth level and installs road traffic at the sixth level is the first strap A11-19, the second strap A12-19, the second. 3 strap A13-19, 3rd cover beam B3-19, 2nd layer lid beam B2-19, 1st layer lid beam B1-19, vertical beam Z6-19, road traveling plate G6-19, 1st cross The seat type rail beam K41-19, the second cross-seat type rail beam K42-19, the first magnetic levitation type rail beam C21-19, and the second magnetic levitation type rail beam C22-19 are provided.

In terms of traffic level, the first level does not set traffic, the second level does not set magnetic levitation traffic, the third level does not set traffic, and the fourth level does not set cross rail traffic. The three-layer pedestal type monorail traffic-based space transportation system that does not set, does not install road traffic at the fifth level, installs road traffic at the sixth level, has two types of formal monorail traffic and road traffic. Formed from a combination. The three-tiered pedestal forms a six-tiered space transport system, with no traffic underneath the first-tier lid beam, which is the first tier, and the second tier of the first tier. Magnetically levitated traffic is installed above the lid beam, no traffic is installed below the lid beam of the second layer, which is the third layer, and above the lid beam of the second layer, which is the fourth layer. A multi-seat monorail traffic is installed in the 5th floor, the 3rd floor lid. Road traffic is installed above the 6th layer, that is, the 3rd layer cover beam.

Structurally, the first cover beam A11-19 and the first cover beam B1-19 are fixed by placing concrete, and the lower part of the second cover beam A12-19 and the first cover beam B1 are fixed. -19 is fixed by concrete casting, and the upper part of the second cover beam A12-19 and the second lid beam B2-19 are fixed by concrete casting. The lower part of the third cover beam A13-19 and the second lid beam B2-19 are consolidated by concrete placing, and the upper part of the third cover beam 13-19 and the third cover beam B3-19 are placed. It is consolidated. The third-stage lid beam B3-19 is provided with the third-layer lid beam B3-19, the second-stage lid beam B2-19 is provided with the second-layer lid beam B2-19, and the first-stage lid beam B2-19 is provided. The lid beam B1-19 is provided with a first layer lid beam B1-19, and a vertical beam Z6-19 is provided above the cover beam B3-19 of the third layer to support the road traveling plate G6-19. is doing. The first cross rail K41-19 and the second cross seat rail beam K42-19 are connected above the second cover beam B2-19 used as a monorail via a support and are connected to the first magnetic float. The rail beam C21-19 and the second magnetic float rail beam C22-19 are connected above the first cover beam B1-19 using a support as a magnetic levitation rail for guest transport.

From the aspect of customer flow, three types of formal traffic, multi-seat monorail traffic, magnetic levitation traffic, and road traffic, are installed at the same time in the same three-layer pedestal system.

Increasing the traffic level will improve the passenger flow capacity in road traffic, efficiently utilize the low-rise space to carry out passenger flow transportation, and avoid crowded traffic and road congestion in the subway.

In terms of logistics, multi-layered multi-system transportation systems improve logistics capacity and efficiency and avoid congestion of terrestrial logistics vehicles.

According to the above analysis, no traffic is set up at the first level, no magnetic levitation traffic is set up at the second level, no traffic is set up at the third level, no multi-seat monorail traffic is set up at the fourth level, and the first level. By adopting a three-layered monorail traffic space transportation system that does not install road traffic at the 5th level and does not install road traffic at the 6th level, it utilizes the vertical three-dimensional space of the road and disperses the road ground traffic. be able to. You can reduce traffic congestion. Accelerate road logistics efficiency, reduce logistics costs, and reduce the impact of ground logistics vehicles on road traffic. At the same time, it will realize multi-functional integration of magnetic levitation type traffic, cross-seat type monorail traffic and road traffic, accelerate the operation efficiency of customer logistics, and reduce urban construction costs.

Example 20. Installation of suspended monorail traffic on the 1st floor, installation of multi-seat monorail traffic on the 2nd floor, non-installation of traffic on the 3rd level, installation of magnetically levitated traffic on the 4th level, non-installation of traffic on the 5th level Space transportation system by three-layer pedestal type monorail transportation of installation, 6th level railway transportation.

Constructed a three-layer pedestal space transportation system based on monorail traffic between cities, and put magnetic floating traffic, multi-seat monorail traffic, suspended monorail traffic, and road traffic in the three-layer pedestal system that receives the same force. It will be installed to form a three-layer pedestal space transportation system based on multi-system multi-layer monorail transportation. Among them, a suspended monorail traffic was installed below the first layer strap beam, which is the first layer, and a concrete suspended rail beam with an open bottom was adopted, and the first staircase pillar lid, which is the second layer. A multi-seat monorail traffic was installed above the beam, and a steel mixed combination cross rail beam was adopted. In the third floor, traffic is not installed below the pedestal beam of the second layer, but magnetic levitation type traffic is installed above the pedestal beam of the fourth layer, that is, the second stage. Track beams were adopted; no traffic was installed below the 5th floor or 3rd layer pedestal beams, but railroad traffic was installed above the 6th floor or 3rd layer pedestal beams. Cross rail traffic will be set as monorail, and magnetic levitation type traffic and suspension type monorail traffic will be set as passenger cars.

In connection with FIG. 22, the suspended monorail traffic is set at the first level, the crossrail traffic is set at the second level, and the traffic is not set at the third level, as described under this patent. Illustratively illustrate a three-layer pedestal space transport system based on monorail traffic that sets up magnetic float traffic at the fourth level, does not set up traffic at the fifth level, and installs railroad traffic at the sixth level. .. The first level suspended monorail traffic, the second level cross rail traffic installation, the third level traffic non-installation, the fourth level magnetic levitation traffic installation, the fifth level The three-layer pedestal space transportation system based on monorail traffic, which installs railroad traffic at the sixth level, is the first strap A11-20, the second strap A12-20, the third strap. A13-20, 3rd cover beam B3-20, 2nd layer lid beam B2-20, 1st layer lid beam B1-20, vertical beam Z6-20, railroad running lane T6-20, 1st cross seat type rail Beam K21-20 and second cross-seat type rail beam K22-20, first magnetic levitation type rail beam C41-20 and second magnetic levitation type rail beam C42-20, first suspension type rail beam X11-20 and first 2 Suspended rail beam X12-20 is provided.

In terms of traffic level, setting up suspended monorail traffic at the first level, setting up multi-seat monorail traffic at the second level, not setting up traffic at the third level, second. There are three types of three-layer pedestal space transportation system based on monorail traffic that sets magnetic levitation traffic at level 4, no traffic at level 5, and rail traffic at level 6. Formed by combining monorail traffic and railroad traffic. The three-tiered pedestal forms a six-tiered space transport system, with suspended monorail traffic installed below the first-tier lid beam, which is the first tier, and the second tier, the first. Multi-seat monorail traffic is installed above the lid beam of the third layer, no traffic is installed below the lid beam of the second layer, which is the third layer, and the second layer, which is the fourth layer. A magnetically levitated traffic is installed above the lid beam, and the lid beam of the third layer, which is the fifth level. Railroad traffic is installed above the third layer cover beam, which is the sixth layer.

Structurally, the first cover beam A11-20 and the first cover beam B1-20 are fixed by placing concrete, and the lower part of the second cover beam A12-20 and the first cover beam B1-20 are fixed. Is fixed by concrete casting, and the upper part of the second cover beam A12-20 and the second lid beam B2-20 are fixed by concrete casting. The lower part of the third cover beam A13-20 and the second lid beam B2-20 are consolidated by concrete casting, and the upper part of the third cover beam A13-20 and the third cover beam B3-20 are driven. It is set up and consolidated. The third-stage lid beam B3-20 is the third-layer lid beam B3-20, the second-layer lid beam B2-20 is the second-layer lid beam B2-20, and the first-stage lid beam B1. A first-layer lid beam B1-20 is provided on -20, and a vertical beam Z6-20 is installed above the third-layer lid beam B3-20 to support the railway traveling lane T6-20. .. The first magnetically levitated rail beam C41-20 and the second magnetically levitated rail beam C42-20 are above the second lid beam B2-20 via a support as a magnetically levitated rail for passenger flow transportation. The first cross rail K21-20 and the second cross-seat type rail beam K22-20 are connected to the first cover beam B1-20 via a support base as a cross-seat type rail for logistics transportation. The first suspension type rail beam X11-20 and the second suspension type rail beam X12-20 are connected above the first layer lid beam B1-20 as suspension type rails for passenger flow transportation. It is connected via a support base.

In terms of customer flow, the same three-layer pedestal system has three types of traffic at the same time: multi-seat monorail traffic, maglev traffic, suspended monorail traffic, and railroad traffic. Increasing the traffic level improves the passenger flow capacity in road traffic, efficiently uses the low-rise space for passenger flow transportation, and avoids the congestion of road passengers and road congestion.

In terms of logistics, multi-layered multi-system transportation systems improve logistics capacity and efficiency and avoid congestion of terrestrial logistics vehicles.

According to the above analysis, the first level has suspended monorail traffic, the second level has cross rail traffic, the third level has no traffic, and the fourth level has no magnetic levitation traffic. By adopting a three-layer pedestal type space transportation system by monorail traffic that installs railroad traffic on the sixth floor without installing traffic at the fifth level, it utilizes the vertical three-dimensional space of the road and disperses the traffic flow on the road. be able to. You can reduce traffic congestion. Accelerate logistics efficiency, reduce logistics costs, and reduce the impact of ground logistics vehicles on road traffic. At the same time, it will realize multi-functional integrated construction of monorail transportation and railway transportation, accelerate the operation efficiency of customer logistics, and reduce urban construction costs.

The embodiments described above have described aspects and beneficial effects of the patented technology, but are used only to illustrate rights and are not limited. The above is only a specific embodiment of the present patent and cannot be used to limit the scope of the present patent. The one monorail traffic-based space transport system described in the embodiments described above can be built in a city within a city, on a road between cities, or in a field. It can be used, and its place of use cannot be limited. The magnetic levitation type traffic, the suspension type monorail traffic, and the cross rail traffic described in the above embodiments can all be used as a monorail or as a passenger car, and the range of use thereof is not limited. .. The type and material of the track beam in the cross-seat type monorail traffic, the suspended type monorail traffic, and the magnetic levitation type traffic described in the above examples are not limited. Any amendments, equivalent substitutions, etc. made within the principles of this patent shall be within the scope of protection of this patent.

Claims (7)

A space transportation system based on monorail transportation, the space transportation system divides the space transportation system into at least two layers via a lid beam, and the at least two layers are an odd number located under the lid beam. It is a space transportation system characterized by including a force receiving frame system or a force receiving leg system including a layer and an even layer located above the lid beam, and the odd layer includes suspended monorail traffic. , Or even layers that do not include suspended monorail traffic, or include either crossrail traffic, magnetically levitated traffic, road traffic, and railroad traffic, or do not include monorail traffic and other traffic, space A transportation system is a spatial transportation system that includes two or more monorail transportation or a combination of one or more monorail transportation and other transportation. The monorail transportation-based space transportation system according to claim 1, wherein the receiving frame system includes a single-layer frame, a two-layer frame, or a three-layer frame. The single-layer frame includes a first frame pitch column and a first frame cover beam, and the double frame includes a first frame pitch column, a second frame pedestal, and a first layer frame cover beam. , And a second layer frame cover beam, wherein the three layer frame includes a first frame pitch column, a second frame pitch column, a third frame toaster, a first layer frame cover beam, and a second layer frame. A cover beam and a third layer frame cover beam are included, and the first frame toaster and the first frame cover beam are solidified, and the lower portion of the second frame toaster and the first frame cover beam are connected to each other. It is solidified, the upper part of the second frame toaster and the second frame cover beam are solidified, the lower part of the third frame strut and the second frame cover beam are solidified, and the upper part of the third frame strut is solidified. The space transportation system based on the monorail traffic according to claim 2, wherein the third frame cover beam is fixed. The rail beams of the suspended monorail traffic in the odd tiers of the receiving frame system are connected below the frame cover beams via a support and are cross-seat monorail traffic or magnetically levitated in the even tiers of the receiving frame system. Rail beams of rail traffic are connected above the frame cover beams via pedestals, and cross-race monorails or magnetically levitated rail traffic rail beams in even layers of the force receiving frame system are via pedestals. The bridge panel for road or rail traffic in an even layer of the receiving frame system is supported above the frame cover beam via a vertical beam, characterized by being connected above the frame cover beam. The monorail transportation-based space transportation system according to claim 1 or 3. The space transportation system based on monorail traffic according to claim 1, wherein the force receiving stud system includes a single-layer gram pillar system, a two-layer gram pillar system, or a three-layer gram pillar system. The single-layer pedestal system includes a first pedestal and a first layer lid beam, and the double pedestal system includes a first pedestal, a second pedestal, and a first layer lid. The three-layer pedestal system includes a beam and a second layer lid beam, the three-layer pedestal system includes a first pedestal, a second pedestal, a third pedestal, a first lid beam, a second layer. The first pedestal is solidified between the first pedestal and the first pedestal, and the lower part of the second pedestal and the first pedestal are characterized by including the lid beam of the third layer. The lid beam is solidified, the upper part of the second pedestal and the second lid beam are solidified, the lower part of the third pedestal and the second lid beam are solidified, and the third pedestal is solidified. The monorail transportation-based spatial transportation system according to claim 5, wherein the upper part and the third lid beam are fixed. The track beam of the odd-floor suspended monorail traffic of the force receiving pedestal system is connected below the lid beam via a support, and the multi-seat monorail traffic or magnetic levitation type of the even-floor floor of the force receiving column system is connected. The traffic track beam is connected above the lid beam via a support, and the even-floor multiseat monorail or magnetically levitated traffic track beam of the force receiving pedestal system is said via a support. The bridge panel of road traffic or railroad traffic on an even floor of the power seat column system is supported above the lid beam via a vertical beam, characterized in that it is connected above the lid beam, claim. The monorail transportation-based space transportation system according to 1 or 6.

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