Multi-cableway collaborative transportation system

Abstract

The utility model relates to the technical field of slope protection construction, and provides a multi-cableway collaborative transportation system which comprises opposite-pulling cableways, and the two ends of the opposite-pulling cableways are anchored to slopes on the two banks respectively. One end of each single-span cableway is anchored to the slope bottom of one bank slope, the other end of each single-span cableway is anchored to the slope surface of the other bank slope, and the at least two single-span cableways are led to the slope surfaces of the side slopes on the two banks respectively; the elevation of the single-span cableway is lower than that of the opposite-pull cableway, and the projection of the single-span cableway and the projection of the opposite-pull cableway on the horizontal plane have an intersection point; and the at least two multi-span cableways are arranged on the side slopes of the two banks correspondingly, one end of each multi-span cableway leads to the corresponding end of the opposite-pulling cableway, and the other end of each multi-span cableway leads to the slope bottom. The technical problems that in the prior art, a transportation system for slope protection engineering is large in construction difficulty, high in construction risk and low in transportation efficiency can be solved.

Description

Technical Field

[0001] This utility model relates to the field of slope protection construction technology, and in particular to a multi-cableway collaborative transportation system. Background Technology

[0002] When constructing slope protection projects, it is often necessary to transport construction materials and equipment from the bottom of the slope to a designated location on the slope surface. Common practices include building multiple access roads on the slope to cover the entire construction area, or using multiple tower cranes for relay.

[0003] The proposed construction access road requires extensive excavation and blasting of the mountainside. However, the steep cliff face necessitates a large excavation height for the access road slope, which not only severely damages the mountainside but also involves a large volume of earth and rock excavation. Consequently, the construction efficiency is extremely low, and there are also high construction risks.

[0004] The tower crane relay solution first needs to overcome the difficulty of transporting, assembling, and deploying tower crane components on steep slopes, resulting in low construction efficiency. Even after the tower cranes are assembled and deployed, they still face problems such as limited lifting operation coverage, blind spots during lifting that could lead to collisions with surrounding mountains, insufficient lifting capacity, and high operating costs. Furthermore, this solution requires repeated transfer of materials and equipment between adjacent tower cranes, making it difficult to improve transportation efficiency.

[0005] In summary, existing transportation systems for slope protection projects suffer from high construction difficulty, high construction risk, and low transportation efficiency, necessitating the development of a new type of transportation system for slope protection projects. Utility Model Content

[0006] The purpose of this utility model is to overcome the technical problems of high construction difficulty, high construction risk and low transportation efficiency in the existing transportation system of slope protection engineering, and to provide a multi-cableway collaborative transportation system.

[0007] In a first aspect, this utility model provides a multi-ropeway cooperative transportation system, comprising:

[0008] The cableway is anchored at both ends to the slopes on both banks.

[0009] A single-span cableway, with one end anchored to the bottom of one bank slope and the other end anchored to the surface of the other bank slope, and at least two single-span cableways leading to the slopes of both banks respectively; the elevation of the single-span cableway is lower than that of the double-stayed cableway, and the projections of the single-span cableway and the double-stayed cableway on the horizontal plane intersect.

[0010] The multi-span cableway consists of at least two multi-span cableways anchored to the slopes on both banks. One end of the multi-span cableway leads to the corresponding end of the pulley cableway, and the other end leads to the bottom of the slope.

[0011] This proposed multi-cableway collaborative transportation system includes three different cableway systems. The cableways are spatially intertwined in terms of both planar position and height. The two-way cableways are anchored at both ends to the banks, forming a transportation channel between the banks. The single-span cableway is anchored at one end to the bottom of the slope on one bank and at the other end to the slope on the other bank, forming a transportation channel between the bottom of the slope on one bank and the slope on the other bank. The multi-span cableways are distributed on the slopes on both banks, forming a transportation channel between the bottom of the slope and the corresponding ends of the two-way cableways. The number of single-span cableways and multi-span cableways is at least two, which together form a surface-based spatial transportation network that covers the area between the banks and the slopes on both banks.

[0012] Meanwhile, this scheme allows one end of the multi-span cableway to connect to the corresponding end of the pulley cableway, and the projections of the single-span cableway and the pulley cableway on the horizontal plane to intersect. On the one hand, it enables the exchange of materials or equipment between the multi-span cableway and the pulley cableway, and between the single-span cableway and the pulley cableway, allowing each cableway to transport materials or equipment in a coordinated manner, thereby improving the freedom of choice of transportation routes and the efficiency of transportation operations. On the other hand, it also facilitates the transportation of pulley cableway components through the multi-span cableway for the construction of the pulley cableway, and the transportation of single-span cableway components through the pulley cableway for the construction of the single-span cableway, thereby significantly reducing the construction difficulty of the pulley cableway and the single-span cableway and improving the construction efficiency.

[0013] Compared to the option of excavating and blasting the mountain to build access roads, this option mainly involves constructing anchoring structures and load-bearing supports for each cableway on the slope. It does not require large-scale excavation and blasting of the mountain. Therefore, this option not only has lower construction difficulty, construction cost and construction risk, but also reduces damage to the slopes on both sides and the surrounding environment, which is more conducive to protecting the natural environment and soil and water on both sides.

[0014] Compared to the tower crane relay solution, this solution's spatial transportation network has a larger operational coverage area and does not require repeated transfer of materials or equipment between adjacent tower cranes, thus achieving higher transportation efficiency. At the same time, since it does not involve the rental, transportation, construction, and operation of tower cranes, this solution also has lower construction difficulty, construction cost, and construction risk.

[0015] Preferably, a loading and unloading platform is provided at the location corresponding to the intersection on the slope.

[0016] This plan sets up a loading and unloading platform at the intersection, which can improve the efficiency of exchanging materials and equipment between the pull-up cableway and the single-span cableway at the intersection.

[0017] Preferably, loading and unloading platforms are provided at both ends of the cableway, both ends of the multi-span cableway, and both ends of the single-span cableway.

[0018] This plan sets up loading and unloading platforms at both ends of each cableway, which can facilitate the temporary parking of materials or equipment at both ends of each cableway, thereby improving the transportation efficiency of subsequent transportation operations and facilitating the construction of anchorage structures at both ends of the cableway during the cableway erection process.

[0019] Preferably, the end of the multi-span cableway closest to the uphill direction shares a loading and unloading platform with the corresponding end of the pull cableway.

[0020] This solution utilizes multi-span cableways as material and equipment transport channels during the construction of the cableway anchorage structure. In other words, it utilizes multi-span cableways for cableway construction, facilitates the transfer of materials or equipment between the cableway and multi-span cableways, and reduces the number of loading and unloading platforms, thereby lowering the construction cost of loading and unloading platforms.

[0021] Preferably, the load-bearing capacity of the cableway is greater than that of the single-span cableway, and the load-bearing capacity of the single-span cableway is greater than that of the multi-span cableway.

[0022] This plan recommends the relative load-bearing capacities of stay-stayed cableways, single-span cableways, and multi-span cableways. Under this relationship, stay-stayed cableways are mainly used for transporting large materials or equipment required for slope protection projects, such as bridge arch abutments, slope protection, and cable cranes. They can also be used to assist in transporting other small materials or equipment, such as frame beams in the middle of slopes, protective nets, and anti-slide piles. Single-span cableways are mainly used for transporting small materials or equipment that require frequent and large-volume transport, as well as loose materials, such as frame beams in the middle of slopes, protective nets, and anti-slide piles. Multi-span cableways can be used for constructing protective nets on corresponding slopes and anchoring structures for stay-stayed cableways. Combining different cableways when transporting materials and equipment can fully leverage the advantages of stay-stayed cableways (high load-bearing capacity), single-span cableways (high transport efficiency), and multi-span cableways (easy to construct), while avoiding the disadvantages of stay-stayed cableways (lower operating efficiency) and single-span cableways (weaker load-bearing capacity).

[0023] Preferably, the distance between the anchorage structure of the end of the multi-span cableway near the uphill direction and the corresponding end of the pull cableway is set as D1, where D1 is less than or equal to 30m.

[0024] This scheme specifies the range of values ​​for the distance between the uphill end of the multi-span cableway and the corresponding anchorage structure of the pull-up cableway, which can ensure the efficiency of transferring materials and equipment from the multi-span cableway to the anchorage structure of the pull-up cableway, thereby improving the construction efficiency of the pull-up cableway.

[0025] Preferably, the distance between the anchorage structure at the end of the single-span cableway closest to the uphill direction and the intersection point is D2, and the horizontal component of D2 is less than or equal to 30m.

[0026] This scheme specifies the range of values ​​for the distance between the anchorage structure at the uphill end of a single-span cableway and the intersection point, which ensures the efficiency of transferring materials and equipment from the intersection point to the anchorage structure, thereby improving the construction efficiency of the single-span cableway.

[0027] Preferably, the minimum clearance height between the cableway and the single-span cableway, between the cableway and the ground, and between the single-span cableway and the ground is greater than or equal to 2m.

[0028] This plan ensures the normal operation of each cableway and avoids collisions between cableways and between the cableways and the ground.

[0029] Preferably, a construction access road is also provided along the multi-span cableway.

[0030] This solution can improve the construction efficiency of multi-span cableways.

[0031] Preferably, the construction access road includes a pedestrian access road.

[0032] Since the components of multi-span cableways are relatively small in size and weight, the construction access road only needs to include a pedestrian walkway, which can reduce the construction cost of the access road.

[0033] Compared with the prior art, the beneficial effects of this utility model are as follows:

[0034] This utility model provides a multi-cableway collaborative transportation system, which combines cableways, single-span cableways and multi-span cableways to form a spatial transportation network that can cover the area between two banks and the slopes on both banks. The cableways can work collaboratively with the single-span cableways and with the multi-span cableways. On the one hand, it can improve the freedom of choice of transportation routes and the efficiency of transportation operations. On the other hand, it can also facilitate the transportation of cableway components through multi-span cableways for cableway construction, and the transportation of single-span cableway components through cableways for single-span cableway construction.

[0035] Compared to existing methods of constructing access roads, this solution eliminates the need for large-scale excavation and blasting of the mountainside, resulting in lower construction difficulty, costs, and risks. It also minimizes damage to the slopes and surrounding environment, thus better protecting the natural environment and soil and water resources on both banks. Compared to tower crane relay solutions, this solution offers a larger operational coverage area, higher transportation efficiency, and lower construction difficulty, costs, and risks. Attached Figure Description

[0036] Figure 1 This is a schematic diagram of the plan layout structure of a multi-cableway collaborative transportation system according to this utility model;

[0037] Figure 2 This is a schematic diagram of the elevation layout structure of a multi-cableway collaborative transportation system according to this utility model;

[0038] Figure 3 This is a structural schematic diagram of a multi-span cableway in a multi-cableway collaborative transportation system according to this utility model;

[0039] Figure 4 This is a schematic diagram of the elevation structure of a single-span cableway in a multi-cableway collaborative transportation system according to this utility model.

[0040] Figure 5 This is a schematic diagram of the elevation structure of a cableway in a multi-cableway collaborative transportation system according to this utility model;

[0041] Figure 6 This is a schematic diagram illustrating the calculation of the clearance height of a multi-cableway collaborative transportation system according to this utility model;

[0042] icon:

[0043] 1- Cableway; 2- Single-span cableway; 3- Multi-span cableway; 4- Slope; 5- Loading / unloading platform;

[0044] 101-Anchoring structure; 102-Bearing cable; 103-Guide cable; 104-Bearing bracket; 105-Winch; 106-Traveling system; 107-Lifting system. Detailed Implementation

[0045] The present invention will be further described in detail below with reference to experimental examples and specific embodiments. However, this should not be construed as limiting the scope of the above-mentioned subject matter of the present invention to the following embodiments; all technologies implemented based on the content of the present invention fall within the scope of the present invention.

[0046] Unless otherwise specified, the use of terms such as "upper," "lower," "left," "right," "center," "inner," and "outer" to indicate orientation or positional relationships in the description of specific embodiments of the present invention is based on the orientation or positional relationships shown in the accompanying drawings, or the orientation or positional relationship in which the product / equipment / device is typically placed during use. These terms are merely for the purpose of facilitating the description of the present invention or simplifying the description in specific embodiments, enabling those skilled in the art to quickly understand the solution, and do not indicate or imply that a particular device / component / element must have a specific orientation, or be constructed and operated in a specific positional relationship. Therefore, they should not be construed as limitations on the present invention.

[0047] Furthermore, the use of terms such as "horizontal," "vertical," "suspension," and "parallel" does not imply that the corresponding device / component / element must be absolutely horizontal, vertical, suspended, or parallel, but rather that it can be slightly tilted or have a deviation. For example, "horizontal" merely means that its direction is more horizontal relative to "vertical," not that the structure must be completely horizontal, but can be slightly tilted. Alternatively, it can be simplified to mean that the corresponding device / component / element, when set in a "horizontal," "vertical," "suspension," or "parallel" direction, can have an error / deviation of ±10% relative to the corresponding direction, more preferably within ±8%, more preferably within ±6%, more preferably within ±5%, and more preferably within ±4%. As long as the corresponding device / component / element is within the error / deviation range, it can still achieve its function in the present invention.

[0048] Furthermore, the use of terms such as "first," "second," and "third" in terminology is merely for distinguishing descriptions of identical or similar components and should not be interpreted as emphasizing or implying the relative importance of a particular component.

[0049] Furthermore, in the description of the embodiments of the present invention, "several", "more than", and "a number of" represent at least two. The number can be any number, such as 2, 3, 4, 5, 6, 7, 8, or 9, and can even exceed nine.

[0050] Furthermore, in the description of the technical solution of this invention, unless otherwise explicitly specified / limited / restricted, the terms "set up," "install," "connect," "link," "provided with," "laid out," and "arranged" should be interpreted broadly. For example, they can refer to fixed connections, detachable connections, or integral connections; they can refer to common connection methods in the art, such as welding, riveting, bolting, and threaded connections. Such connections can be mechanical, electrical, or communication connections; they can be direct connections or indirect connections through an intermediate medium; and they can refer to the internal communication between two components.

[0051] Example 1

[0052] A multi-cableway cooperative transportation system includes at least one counter-stayed cableway 1, at least two single-span cableways 2, and at least two multi-span cableways 3; such as Figure 1 and Figure 2As shown, the two ends of the cableway 1 are anchored to the top of the slopes 4 on both banks; one end of the single-span cableway 2 is anchored to the bottom of one of the slopes 4, and the other end of the single-span cableway 2 is anchored to the slope surface of the other slope 4, and the two single-span cableways 2 lead to the slope surfaces of the two banks respectively; the elevation of the single-span cableway 2 is lower than the elevation of the cableway 1, and the projections of the single-span cableway 2 and the cableway 1 on the horizontal plane intersect; two multi-span cableways 3 are arranged on the slopes 4 on both banks respectively, one end of the multi-span cableway 3 leads to the corresponding end of the cableway 1, and the other end of the multi-span cableway 3 leads to the bottom of the slope.

[0053] exist Figure 1 and Figure 2 The English letters A to P are used to mark different positions to distinguish the anchoring structures 101 and the subsequent loading and unloading platforms 5. For example, the loading and unloading platform 5 located at mark A can be called loading and unloading platform A, and the anchoring structure 101 located at mark K can be called anchoring structure K 101. The loading and unloading platforms 5 include at least loading and unloading platforms A to J, and the anchoring structures 101 include at least anchoring structures K to P 101.

[0054] In the above embodiments, the elevation of the single-span cableway 2 is lower than the elevation of the pull-up cableway 1, that is, the highest point of the single-span cableway 2 is lower than the elevation of the pull-up cableway 1. For example, the heights of anchorage structures 101 (No. O) and 101 (No. M) of the single-span cableway 2 are lower than the height of the pull-up cableway 1. This allows the materials or equipment required for the single-span cableway 2 to be transported from top to bottom to the target construction location of the single-span cableway 2 via the pull-up cableway 1 during construction. One end of the multi-span cableway 3 connects to the corresponding end of the pull-up cableway 1. For example, the multi-span cableway 3 on the left bank is adjacent to or intersects with the left end of the pull-up cableway 1. The projections of the single-span cableway 2 and the pull-up cableway 1 on the horizontal plane intersect. Figure 1 As shown, the two single-span cableways 2 intersect with the double-stayed cableway 1 at points B and E in the top view, respectively. However, it should be noted that these intersection points only refer to the points where the single-span cableway 2 and the double-stayed cableway 1 meet in the top view; there is still a height difference between the two cableways at the intersection points. Figure 2 As shown.

[0055] In the above embodiments, the multi-span cableway 3 can employ existing technologies, such as... Figure 3The structure shown includes an anchoring structure 101, a load-bearing cable 102, a guide cable 103, a load-bearing bracket 104, and a winch 105. The anchoring structure 101 is used to connect to the ground. The two ends of the load-bearing cable 102 are respectively anchored to the anchoring structure 101 to bear the weight of the traveling system 106, the lifting system 107, and the materials or equipment. The traction cable is arranged side by side with the load-bearing cable 102 and passes around the winch 105. At least two load-bearing brackets 104 are arranged at intervals along the length of the load-bearing cable 102 and the traction cable to reduce the span between the traction cable and the load-bearing cable 102. When it is necessary to transport materials or equipment, the traveling system 106 is connected to the load-bearing cable 102 and the traction cable. Then, the winch 105 is started to make the traction cable drive the traveling system 106 to travel along the length of the load-bearing cable 102, which can drive the lifting system 107 below the traveling system 106 and the materials or equipment to move together.

[0056] Since the spaced load-bearing supports 104 can reduce the span between the traction cable and the load-bearing cable 102, the load on each component will also be reduced under the same load. Therefore, the size and weight of each component of the multi-span cableway 3, such as the anchoring structure 101 and the load-bearing supports 104, are also smaller, and can be constructed by manual handling and installation, which can greatly reduce the construction difficulty of the multi-span cableway 3.

[0057] In the above embodiments, the single-span cableway 2 can adopt existing technologies, such as... Figure 4 The structure shown includes an anchoring structure 101, a load-bearing cable 102, and a load-bearing support 104. One anchoring structure 101 is located at the bottom of one bank slope 4, and the other anchoring structure 101 is located on the surface of the other bank slope 4. The two ends of the load-bearing cable 102 are respectively anchored to the two anchoring structures 101 to bear the weight of the traveling system 106, the lifting system 107, and materials or equipment. A load-bearing support 104 is also provided on the side of the anchoring structure 101 at the uphill end near the bottom of the slope for tensioning. The supporting cable 102 is used to transport materials or equipment. When materials or equipment need to be transported, the traveling system 106 is connected to the supporting cable 102, and then the traveling system 106 is started to move along the length of the supporting cable 102, which will drive the lifting system 107 below the traveling system 106 and the materials or equipment to move together. The single-span cableway 2 is used to transport materials or equipment from the bottom of the slope on one side to the slope on the other side. Its hook lifting and traveling speed is fast, which is suitable for transporting small materials or equipment and loose materials that need to be transported frequently and in large quantities.

[0058] In the above embodiments, the cableway 1 can be constructed using existing technologies, such as... Figure 5The structure shown includes an anchoring structure 101, a load-bearing cable 102, and a load-bearing support 104. Two anchoring structures 101 are respectively installed on the slopes 4 on both banks. The two ends of the load-bearing cable 102 are anchored to the two anchoring structures 101 to bear the weight of the traveling system 106, the lifting system 107, and materials or equipment. Each of the two anchoring structures 101 has a load-bearing support 104 on the side closest to the bottom of the slope, used to tension and support the load-bearing cable 102. When materials or equipment need to be transported, the traveling system 106 is connected to the load-bearing cable 102, and then the traveling system 106 is started to travel along the length of the load-bearing cable 102, which in turn moves the lifting system 107 below the traveling system 106 and the materials or equipment together. The cableway 1 is used to transport materials or equipment between the slopes 4 on both banks, and it has a strong load-bearing capacity, making it suitable for transporting large materials or equipment.

[0059] In the above embodiments, the number of cableways 1, single-span cableways 2, and multi-span cableways 3 can be changed according to different transportation needs. For example, two or more cableways 1 can be set between the two slopes 4 on both sides, two or more single-span cableways 2 can be set for each slope 4, and two or more multi-span cableways 3 can be set near the end of a cableway 1.

[0060] In an optional embodiment, a loading and unloading platform 5 is provided at the location corresponding to the intersection point on the slope 4. For example... Figure 1 and Figure 2 As shown in the diagram, the two single-span cableways 2 intersect with the pulley cableway 1 at points B and E in the top view, respectively. Therefore, loading and unloading platforms 5, numbered B and E, are set up on the slopes 4 on both banks at points B and E, respectively, to facilitate the transfer of materials or equipment between the pulley cableway 1 and the single-span cableway 2 on the corresponding loading and unloading platforms 5. The specific forms of the loading and unloading platforms 5 include, but are not limited to, simply leveled ground, hardened concrete ground, and ground paved with steel plates.

[0061] In an optional implementation, loading and unloading platforms 5 are provided at both ends of the cableway 1, both ends of the multi-span cableway 3, and both ends of the single-span cableway 2.

[0062] In an optional implementation, in addition to setting loading and unloading platforms 5 at both ends of the cableway 1, loading and unloading platforms 5 can also be set at other locations below the cableway 1, such as at locations corresponding to the middle of the cableway. Figure 1 Loading and unloading platforms 5, designated C and D, are installed at points C and D respectively, enabling a single cableway 1 to be used for transporting materials or equipment across multiple construction areas. The same principle applies to multi-span cableways 3 and single-span cableways 2.

[0063] In an optional implementation, the end of the multi-span cableway 3 closest to the uphill direction shares a loading and unloading platform 5 with the corresponding end of the pulley cableway 1. For example... Figure 1 and Figure 2As shown, the uphill end of the multi-span cableway 3 on the left and the left end of the pull-up cableway 1 share loading and unloading platform 5 A, and the uphill end of the multi-span cableway 3 on the right and the right end of the pull-up cableway 1 share loading and unloading platform 5 F.

[0064] In an optional implementation, the load-bearing capacity of the cableway 1 is greater than that of the single-span cableway 2, and the load-bearing capacity of the single-span cableway 2 is greater than that of the multi-span cableway 3. For example, the load-bearing capacity of the cableway 1 is greater than or equal to 10 tons, the load-bearing capacity of the single-span cableway 2 is greater than or equal to 2.5 tons, and the load-bearing capacity of the multi-span cableway 3 is greater than or equal to 0.5 tons.

[0065] In an optional implementation, the distance between the loading / unloading platform 5 at the uphill end of the multi-span cableway 3 and the corresponding anchorage structure 101 at the opposite end of the pull cableway 1 is defined as D1, where D1 is less than or equal to 30m. For example, the distance between loading / unloading platform A 5 and anchorage structure K 101 is less than or equal to 30m, and the distance between loading / unloading platform F 5 and anchorage structure L is less than or equal to 30m.

[0066] In an optional implementation, the distance between the anchorage structure 101 at the end of the single-span cableway 2 closest to the uphill direction and the intersection point is defined as D2, where the horizontal component of D2 is less than or equal to 30m. For example, the horizontal component of the distance between anchorage structure M 101 and the intersection point at mark B is less than or equal to 30m, and the horizontal component of the distance between anchorage structure O 101 and the intersection point at mark E is less than or equal to 30m.

[0067] In an optional implementation, the minimum clearance height between cableway 1 and single-span cableway 2, between cableway 1 and the ground, and between single-span cableway 2 and the ground is greater than or equal to 2m. The calculation method for the minimum clearance height is as follows: Figure 6 As shown, in Figure 6 Hmin is the minimum distance between each cableway component (including the materials or equipment being hoisted) and the distance between each cableway component and the ground when the cableway is operating at maximum load.

[0068] In an optional implementation, a construction access road is also provided along the multi-span cableway 3, and the construction access road includes a pedestrian walkway. The specific route of the construction access road is determined according to the actual terrain, and it does not need to be located entirely below the multi-span cableway 3, but may have bends, as long as it can be used for the construction of the multi-span cableway 3.

[0069] The above are merely preferred embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of the present invention should be included within the protection scope of the present invention.

Claims

1. A multi-rail coordinated transport system, characterized by, The invention relates to a cableway system, comprising: a pair of cableways (1) with two ends respectively anchored to the slopes (4) of two banks; single-span cableways (2) with one end anchored to the slope bottom of one bank slope (4) and the other end anchored to the slope surface of the other bank slope (4), at least two single-span cableways (2) respectively leading to the slope surface of the two bank slopes (4); the single-span cableways (2) are lower than the pair of cableways (1) in elevation, and the horizontal projection of the single-span cableways (2) and the pair of cableways (1) intersect; multi-span cableways (3) arranged on the slopes (4) of the two banks, with one end leading to the corresponding end of the pair of cableways (1) and the other end leading to the slope bottom.

2. A multi-cableway cooperative transport system according to claim 1, characterized in that, A loading and unloading platform (5) is arranged on the slope (4) at the position corresponding to the intersection point.

3. A multi-cableway cooperative transportation system according to claim 1, wherein Both ends of the pair of cableways (1), both ends of the multi-span cableways (3), and both ends of the single-span cableways (2) are provided with loading and unloading platforms (5).

4. A multi-cableway cooperative transport system according to claim 3, wherein The end of the multi-span cableway (3) close to the uphill direction shares a loading and unloading platform (5) with the corresponding end of the pair of cableways (1).

5. A multi-cableway coordinated transport system according to any one of claims 1 to 4, characterized in that, The carrying capacity of the pair of cableways (1) is greater than that of the single-span cableways (2), and the carrying capacity of the single-span cableways (2) is greater than that of the multi-span cableways (3).

6. A synergic transport system of multiple ropeways according to any of claims 1 to 4, characterized in that The distance between the end of the multi-span cableway (3) close to the uphill direction and the anchoring structure (101) of the corresponding end of the pair of cableways (1) is D1, and D1 is less than or equal to 30 m.

7. A synergic transport system of multiple ropeways according to any one of claims 1 to 4, characterized in that, The distance between the anchoring structure (101) of the end of the single-span cableway (2) close to the uphill direction and the intersection point is D2, and the horizontal component of D2 is less than or equal to 30 m.

8. A synergic transport system of multiple ropeways according to any one of claims 1 to 4, characterized in that, The minimum clearance height between the pair of cableways (1) and the single-span cableways (2), between the pair of cableways (1) and the ground, and between the single-span cableways (2) and the ground is greater than or equal to 2 m.

9. A synergic transport system of multiple ropeways according to any one of claims 1 to 4, characterized in that, A construction access road is arranged along the multi-span cableways (3).

10. A multi-cableway coordinated transport system according to claim 9, characterized in that, The construction access road includes a pedestrian access road.

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