A high-pile wharf with separate berthing and loading and unloading

Abstract

The present invention provides a high-pile wharf with separated berthing and loading and unloading, including a loading and unloading platform and mooring facilities, the loading and unloading platform and the mooring facilities are arranged separately, the loading and unloading platform includes a box beam deck and multiple groups of first pile groups, the multiple groups of first pile groups are arranged at intervals along the length direction of the box beam deck and supported below the box beam deck; the mooring facilities include a second pile group and a mooring post, the first end of the second pile group is arranged below the box beam deck, the second end of the second pile group extends out of the outside of the box beam deck, the mooring post is fixedly connected to the protruding end of the second pile group extending out of the box beam deck, the second pile group also includes a collision prevention component detachably connected to the first tie beam and the bearing pile, and the collision prevention component includes a collision prevention component arranged at intervals along the vertical direction. In this application, the mooring facilities are used alone to bear the horizontal loads generated when the ship berths and moors, and the loading and unloading platform of the wharf no longer bears the horizontal load of the ship, so there is no need to increase the diameter of the pile foundation and lengthen the pile length, which greatly reduces the construction difficulty and reduces the cost.

Description

Technical Field

[0001] The invention relates to the technical field of port terminals, and in particular to a high-pile terminal with separated berthing and loading and unloading. Background Art

[0002] High-pile docks are mostly an integral platform structure that needs to bear both horizontal and vertical loads. High-pile docks are a special term. Docks can be divided into gravity type, high-pile type and sheet-pile type according to different structural forms. The horizontal loads generated by ship berthing, mooring and water flow, as well as the vertical loads generated by port loading and unloading machinery and cargo stacking are all borne by the overall platform structure of the dock. When ships berth and moor, a large horizontal force will be generated on the dock, causing it to have a large horizontal displacement. Dock operators, loading and unloading machinery, etc. are more sensitive to the horizontal displacement of the dock, so higher requirements are placed on the horizontal bearing capacity and stiffness of the dock pile foundation. Large dock loading and unloading machinery and cargo stacking will generate a large vertical force, which has higher requirements on the vertical bearing capacity and settlement of the pile foundation. In order to meet the above two conditions at the same time, the existing high-pile dock overall platform structure often adopts large-diameter pile foundations, inclined pile foundations, reduced rack spacing, and lengthened pile lengths to meet the dock use requirements, thereby increasing the construction difficulty and engineering investment, resulting in a certain degree of waste.

[0003] In summary, there is an urgent need for a high-pile wharf that is separated from berthing and loading and unloading to solve or at least partially solve the problems existing in the prior art. Summary of the invention

[0004] The present invention aims to provide a high-pile wharf with separated berthing and loading and unloading, aiming to solve the problem that the existing high-pile wharf adopts a large-diameter pile foundation and a lengthened pile structure to resist the horizontal force generated by the ship mooring, and such a structure directly leads to increased construction difficulty and a sharp increase in cost. The specific technical solution is as follows:

[0005] A high-pile wharf with separated berthing and loading and unloading, comprising a loading and unloading platform and mooring facilities, the loading and unloading platform and the mooring facilities are arranged separately, the loading and unloading platform comprises a box beam deck and a first pile group, a plurality of first pile groups are arranged, the plurality of first pile groups are supported below the box beam deck, and the plurality of first pile groups are arranged at intervals along the length direction of the box beam deck; the mooring facilities comprise a second pile group and a mooring post, the second pile group is arranged between two adjacent first pile groups, a first end of the second pile group is arranged below the box beam deck, a second end of the second pile group extends along the width direction of the box beam deck and extends out of the outside of the box beam deck, and the mooring post is fixedly connected to the protruding end of the second pile group protruding from the box beam deck; the second pile group also comprises an anti-collision assembly, the anti-collision assembly is detachably connected to the protruding end of the second pile group protruding from the box beam deck;

[0006] The anti-collision assembly includes an anti-collision base, a buffer and a blocking member. The anti-collision base is detachably connected to the second pile group, the first end of the buffer is connected to the anti-collision base, and the second end of the buffer is connected to the blocking member; the buffer includes a sleeve, a piston, a piston rod and an elastic member. The sleeve is fixedly connected to the anti-collision base, the piston is slidably connected in the sleeve, the first end of the piston rod is fixedly connected to the blocking member, the second end of the piston rod extends into the sleeve and is fixedly connected to the piston, a rodless cavity and a rod cavity are respectively arranged on both sides of the piston in the sleeve, a first through hole for connecting the rodless cavity and the rod cavity is arranged on the piston, the elastic member is arranged around the outside of the sleeve, the first end of the elastic member is fixedly connected to the anti-collision base, and the second end of the elastic member is fixedly connected to the blocking member.

[0007] Preferably, a second through hole is arranged at one end of the sleeve close to the blocking member, one end of the second through hole is connected to the rod cavity, and the other end is connected to the outside.

[0008] Preferably, a valve for controlling the size of the second via hole is arranged on the second via hole.

[0009] Preferably, the blocking member includes a protective layer and a supporting layer, the supporting layer is arranged near one end of the buffer member and fixedly connected to the buffer member, the protective layer is not far away from one end of the buffer member, and the protective layer is made of flexible material.

[0010] Preferably, the second pile group includes load-bearing piles, pull-out piles, a first tie beam and a second tie beam, the pull-out piles are arranged below the box girder deck, two load-bearing piles are provided, the two load-bearing piles are arranged on the lateral outside of the box girder deck, the two load-bearing piles are arranged at intervals along the length direction of the box girder deck and are connected by the first tie beam, the pull-out piles and the corresponding load-bearing piles are respectively connected by the second tie beam, the mooring post is fixedly connected to the first tie beam, and the anti-collision assembly is installed on a side of the first tie beam away from the box girder deck and / or connected to a side of the load-bearing pile away from the box girder deck.

[0011] Preferably, the second pile group further includes a walking plate, a first tie beam and two second tie beams are arranged in the same plane, and the walking plate is fixedly connected to the first tie beam and the two second tie beams.

[0012] Preferably, a walking plate, a first tie beam and two second tie beams constitute a mooring assembly, the second pile group includes a plurality of mooring assemblies, and the plurality of mooring assemblies are arranged at intervals along the height direction of the second pile group.

[0013] Preferably, multiple groups of second pile groups are arranged, and a second pile group is arranged between two adjacent groups of first pile groups.

[0014] Preferably, the first pile group includes supporting piles, scissors struts and cross struts. Two supporting piles are arranged, the two supporting piles are vertically supported at the lower part of the box girder deck, and the two supporting piles are arranged in sequence along the width direction of the box girder deck. The two ends of the scissors struts are respectively fixed on the two supporting piles, and the two ends of the cross struts are respectively fixedly connected to the two supporting piles, and the cross struts are arranged on the upper part of the scissors struts.

[0015] The application of the technical solution of the present invention has the following beneficial effects:

[0016] The loading and unloading platform and the mooring facilities are arranged separately, and the rigid connection between the mooring facilities and the loading and unloading platform is eliminated. The force swing of the mooring facilities will not affect the stability of the loading and unloading platform. The mooring facilities are used alone to bear the horizontal loads generated when the ship berths and moorings, and prevent the horizontal loads from being transferred to the loading and unloading platform, thereby ensuring the horizontal stability of the loading and unloading platform during the loading and unloading process. The loading and unloading platform of the wharf no longer bears the horizontal load of the ship, so there is no need to increase the diameter of the pile foundation and lengthen the pile, and the inclined piles of the loading and unloading platform can be eliminated, and the spacing of the first pile group (the first pile group is often called a standard rack in actual application) is increased, and the overall number of the first pile group is reduced, thereby greatly reducing the construction difficulty, shortening the construction period and reducing the cost.

[0017] By setting the anti-collision component on the second pile group of the mooring facility, when the ship is tied to the mooring column, the ship will move with the water waves due to the water waves, and it is easy to collide with the second pile group, or when the ship is moored, it will collide with the second pile group when docking. Through the arrangement of the anti-collision component, the ship will directly collide with the anti-collision component when moored, which plays a buffering role, preventing the ship from colliding with the bearing piles of the second pile group, avoiding the bearing piles from being knocked crooked, and also preventing the ship from being damaged. Secondly, when the ship shakes, it only hits the anti-collision component, and the impact force is transmitted to the rock layer of the dock through the second pile group. The ship will not hit the loading and unloading platform, and will not affect the loading and unloading of the loading and unloading platform.

[0018] In addition to the objects, features and advantages described above, the present invention has other objects, features and advantages. Figure 1-Figure 7 , the present invention is further described in detail. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] The drawings constituting a part of this application are used to provide a further understanding of the present invention. The exemplary embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute an improper limitation of the present invention. In the drawings:

[0020] Figure 1 It is a schematic diagram of the overall structure of a high-pile wharf with separated berthing and loading and unloading according to the present invention;

[0021] Figure 2It is a schematic diagram of the overall structure of the second pile group in a high-pile wharf with separated berthing and loading and unloading according to the present invention;

[0022] Figure 3 This is one of the cross-sectional views of a high-pile wharf with separated berthing and loading and unloading according to the present invention;

[0023] Figure 4 This is the second cross-sectional view of a high-pile wharf with separated berthing and loading and unloading according to the present invention;

[0024] Figure 5 yes Figure 4 Magnified view at A in the middle;

[0025] Figure 6 It is a schematic diagram of the internal structure of a buffer member in a high-pile wharf with separated berthing and loading and unloading according to the present invention;

[0026] Figure 7 It is a front view of a high-pile wharf with separated berthing and loading and unloading according to the present invention;

[0027] Figure 8 The present invention is a top view of a high-pile wharf with separated berthing and loading and unloading.

[0028] Among them, 1. box girder table; 2. first pile group; 21. supporting pile; 22. scissors brace; 23. cross brace; 3. second pile group; 31. load-bearing pile; 32. pull-out pile; 33. first tie beam; 34. second tie beam; 35. walking plate; 36. anti-collision assembly; 361. anti-collision base; 362. buffer; 3621. sleeve; 3622. piston; 3623. piston rod; 3624. elastic part; 3625. rodless cavity; 3626. rod cavity; 3627. first through hole; 3628. second through hole; 3629. valve; 363. blocking member; 3631. protective layer; 3632. supporting layer; 4. mooring post. DETAILED DESCRIPTION

[0029] In order to facilitate the understanding of the present invention, the present invention will be described more fully below, and preferred embodiments of the present invention are provided. However, the present invention can be implemented in many different forms and is not limited to the embodiments described herein. On the contrary, the purpose of providing these embodiments is to make the understanding of the disclosure of the present invention more thorough and comprehensive.

[0030] Unless otherwise defined, all technical and scientific terms used herein have the same meaning as those commonly understood by those skilled in the art of the present invention. The terms used in the specification of the present invention herein are only for the purpose of describing specific embodiments and are not intended to limit the present invention.

[0031] Embodiment 1:

[0032] See also Figure 1-Figure 7 The present embodiment provides a high-pile wharf with separated berthing and loading and unloading, comprising a loading and unloading platform and a mooring facility, wherein the loading and unloading platform and the mooring facility are arranged separately (i.e., a clearance is left between the mooring facility and the loading and unloading platform), the loading and unloading platform comprises a box beam deck 1 and a first pile group 2, wherein a plurality of first pile groups 2 are arranged, the plurality of first pile groups 2 are supported below the box beam deck 1, and the plurality of first pile groups 2 are arranged at intervals along the length direction of the box beam deck 1; the mooring facility comprises a second pile group 3 and a mooring bollard 4, the second pile group 3 is arranged between two adjacent first pile groups 2, the first end of the second pile group 3 is arranged below the box beam deck 1, the second end of the second pile group 3 extends along the width direction of the box beam deck 1 and extends out of the outside of the box beam deck 1, and the mooring bollard 4 is fixedly connected to the extended end of the second pile group 3 extending out of the box beam deck 1; the second pile group 3 further comprises an anti-collision assembly 36, and the anti-collision assembly 36 is detachably connected to the extended end of the second pile group 3 extending out of the box beam deck 1 through a fastening bolt.

[0033] Specifically, the mooring facilities are completely separated from the loading and unloading platform in space, and sufficient clearance for displacement and deformation is reserved. The first pile group 2 and the second pile group 3 are both vertically inserted into the rock layer of the wharf. Because the first pile group 2 needs to bear a larger force, the depth of the first pile group 2 is deeper than that of the second pile group 3.

[0034] It can be understood that by making the loading and unloading platform and the mooring facilities separately arranged, the rigid connection between the mooring facilities and the loading and unloading platform is removed, and the mooring facilities are used alone to bear the horizontal loads generated when the ship docks and moorings, so as to prevent the horizontal loads from being transferred to the loading and unloading platform, thereby ensuring the horizontal stability of the loading and unloading platform during the loading and unloading process, and the loading and unloading platform of the dock no longer bears the horizontal loads of the ship, so there is no need to increase the diameter of the pile foundation and lengthen the pile, and the inclined piles of the loading and unloading platform can be cancelled, and the spacing of the first pile group 2 can be increased (the first pile group 2 is often referred to as a standard rack in actual application), thereby greatly reducing the construction difficulty, shortening the construction period and reducing the cost. For example, the dock loading and unloading platform can adopt a large span of 16 meters for the first pile group 2 spacing, while the spacing of the first pile group 2 of the high-pile dock is usually less than 10 meters. The second pile group 3 is arranged under the box beam deck 1, and partially extends out of the box beam deck 1, and the mooring column 4 is installed at one end extending out of the box beam deck 1, so that the overall structure is more compact.

[0035] By setting the anti-collision component 36, when the ship is tied to the mooring post 4, the ship will move with the water waves due to the water waves and easily collide with the second pile group 3. Or, when the ship is moored, it will collide with the second pile group 3 when docking. By arranging the anti-collision component 36, the ship can directly collide with the anti-collision component 36 when moored, which plays a buffering role, preventing the ship from colliding with the bearing pile 31 of the second pile group 3, avoiding the bearing pile 31 from being knocked crooked, and also preventing the ship from being damaged.

[0036] It should be noted that the box beam deck 1 includes a box-shaped steel track beam, a steel cross beam, a distribution longitudinal beam, a steel panel, etc., and the first pile group 2 is supported below the box-shaped steel track beam.

[0037] Preferably, the anti-collision assembly 36 includes an anti-collision base 361, a buffer 362 and a blocking member 363. The anti-collision base 361 is detachably connected to the first tie beam 33 or the bearing pile 31 by bolts (a plurality of anti-collision assemblies 36 are provided, some anti-collision assemblies 36 are installed on the first tie beam 33, and the other part of the anti-collision assemblies 36 are installed on the bearing pile 31). The connection surface of the anti-collision base 361 is a cylindrical surface, so that the anti-collision base 361 can fit with the first tie beam 33 or the bearing pile 31. The first end of the buffer 362 is fixedly connected to the anti-collision base 361, and the second end of the buffer 362 is fixedly connected to the blocking member 363. The anti-collision assembly 36 also includes a dustproof member, which is a corrugated sleeve, one end of which is connected to the anti-collision base 361, and the other end of which is connected to the blocking member 363.

[0038] It can be understood that when the ship hits the blocking member 363, the blocking member 363 moves toward the anti-collision base 361, and the buffer member 362 plays a buffering role, consumes the kinetic energy of the ship, and makes the ship stop moving quickly. The buffer member 362 is protected by the dustproof member to prevent rainwater and dust from entering the outside and causing the buffer member 362 to malfunction, reduce the failure rate of the buffer member 362, and increase the service life of the buffer member 362.

[0039] Preferably, the buffer member 362 includes a sleeve 3621, a piston 3622, a piston rod 3623 and an elastic member 3624. The sleeve 3621 is fixedly connected to the anti-collision base 361, the piston 3622 is slidably connected in the sleeve 3621, the first end of the piston rod 3623 is fixedly connected to the blocking member 363, the second end of the piston rod 3623 extends into the sleeve 3621 and is fixedly connected to the piston 3622, and a rodless cavity 3625 and a rod cavity 3626 are arranged on both sides of the piston 3622 in the sleeve 3621. A first through hole 3627 is arranged for connecting the rodless cavity 3625 and the rod cavity 3626. A second through hole 3628 is arranged at one end of the sleeve 3621 close to the blocking member 363. The second through hole 3628 is connected to the outside, and a valve 3629 for controlling the size of the second through hole 3628 is arranged on the second through hole 3628. The elastic member 3624 is arranged around the outside of the sleeve 3621, and the first end of the elastic member 3624 is fixedly connected to the anti-collision base 361, and the second end of the elastic member 3624 is fixedly connected to the blocking member 363. The outer wall of the piston 3622 is sealed and connected to the inner wall of the sleeve 3621 through a seal, and the end of the sleeve 3621 is sealed and connected to the piston rod 3623 through a seal. In this embodiment, the elastic member 3624 is a compression coil spring. In other embodiments, the elastic member 3624 can also be a rubber spring or other component or structure that can store elastic potential energy.

[0040] It can be understood that when the buffer 362 collides, the blocking member 363 moves toward the direction close to the anti-collision base 361 and compresses the buffer 362. The blocking member 363 drives the piston rod 3623 to move toward the inside of the sleeve 3621 and compresses the gas in the rodless chamber 3625. The volume of the rodless chamber 3625 becomes smaller, and the volume of the rod chamber 3626 becomes larger. The gas in the rodless chamber 3625 enters the rod chamber 3626 through the first through hole 3627. Because work needs to be done on the gas when passing through the small hole, the piston 3622 pushes the gas through the first through hole 3627 to consume energy. It can be known that when the piston 3622 moves a certain distance toward the sleeve 3621, the reduced volume of the rodless chamber 3625 is greater than the increased volume of the rod chamber 3626. Therefore, after the gas enters the rod chamber 3626 from the rodless chamber 3625, some excess gas will flow out from the second through hole 3628 and further consume some energy. By setting the valve 3629, the flow cross section of the second through hole 3628 can be adjusted. The larger the flow cross section of the second through hole 3628, the faster the gas passes through, the weaker the damping effect, the less energy consumed, and the faster the piston 3622 moves. The smaller the flow cross section of the second through hole 3628, the slower the gas passes through, the stronger the damping effect, the more energy consumed, and the slower the piston 3622 moves. By adjusting the size of the valve 3629, the buffer 362 is always within its working range during the collision of the ship, preventing the second through hole 3628 from being too large, resulting in the piston 3622 hitting the bottom of the sleeve 3621 before the collision kinetic energy is completely consumed, and thus failing to achieve a good buffering effect.

[0041] During the impact, the elastic member 3624 is compressed and accumulates elastic potential energy. After the impact, the blocking member 363 and the piston rod 3623 move in a direction away from the anti-collision base 361 under the elastic force of the elastic member 3624, and the elastic member 3624 releases the elastic potential energy, and the elastic member 3624 restores its deformation, while the blocking member 363 and the buffer member 362 are reset.

[0042] It should be noted that a buffer block is also arranged at the bottom of the sleeve 3621. When the piston 3622 moves to the bottom of the sleeve 3621, it will first collide with the buffer block and consume energy. The buffer block has a buffering effect on the piston 3622, preventing the piston 3622 from directly colliding with the bottom of the sleeve 3621. In this embodiment, the buffer block is made of silicone material. In some other embodiments, the buffer block can also be made of one or more materials such as rubber, silicone, polyurethane, etc.

[0043] Preferably, the blocking member 363 includes a protective layer 3631 and a supporting layer 3632. The supporting layer 3632 is arranged near one end of the buffer member 362 and is fixedly connected to the buffer member 362. The protective layer 3631 is not far away from one end of the buffer member 362. The protective layer 3631 is made of flexible material.

[0044] It is understandable that when the ship hits the blocking member 363, the protective layer 3631 is made of a flexible material, so the paint of the ship will not be damaged during the collision, and the support layer 3632 is made of a hard material such as engineering plastics to improve the support and force transmission capabilities. Specifically, the flexible material is rubber, polyurethane, silicone and the like.

[0045] Preferably, the second pile group 3 includes a load-bearing pile 31, an anti-pull-out pile 32, a first tie beam 33 and a second tie beam 34. Two load-bearing piles 31 are provided, and the two load-bearing piles 31 are arranged on the outside of the box girder deck 1. The anti-pull-out pile 32 is arranged below the box girder deck 1. Two load-bearing piles 31 are provided, and the two load-bearing piles 31 are arranged on the lateral outside of the box girder deck 1. The two load-bearing piles 31 are arranged at intervals along the length direction of the box girder deck 1 and are connected by the first tie beam 33. The anti-pull-out pile 32 and the corresponding two load-bearing piles 31 are respectively connected by two second tie beams 34. The mooring post 4 is fixedly connected to the first tie beam 33. The anti-collision assembly 36 is installed on the side of the first tie beam 33 away from the box girder deck 1 and / or connected to the side of the load-bearing pile 31 away from the box girder deck 1. In this embodiment, the bearing pile 31 and the anti-pulling pile 32 are both made of steel structure, such as welded steel pipe, the first tie beam 33 and the second tie beam 34 are also made of steel structure, the first tie beam 33 and the bearing pile 31 are fixed by welding, the second system and the bearing pile 31, and the second tie beam 34 and the anti-pulling pile 32 are fixed by welding. Of course, in some other embodiments, the first tie beam 33 and the bearing pile 31 can also be fixed by riveting or bolting, the second tie beam 34 and the bearing pile 31, and the second tie beam 34 and the anti-pulling pile 32 can also be fixed by welding or bolting.

[0046] It can be understood that the pulling force is provided by the pull-out piles 32, the pull-out piles 32 and the two load-bearing piles 31 are arranged at three points of a triangle, and are connected into a triangular structure by the first tie beam 33 and the second tie beam 34, so that the second pile group 3 has a strong performance in resisting horizontal loads, preventing the second pile group 3 from being deflected when subjected to horizontal force, and improving the stability of the second pile group 3.

[0047] Preferably, the second pile group 3 further includes a walking plate 35, a first tie beam 33 and two second tie beams 34 are arranged in the same plane, the walking plate 35 is fixedly connected to the first tie beam 33 and the two second tie beams 34, the walking plate 35 is fixedly connected to the first tie beam 33 and the second tie beam 34 by welding, the walking plate 35 is a patterned plate, and the patterned surface of the walking plate 35 is arranged upward, so as to increase the friction of the surface and prevent the operator from falling when walking on the walking plate 35.

[0048] It can be understood that by arranging the walking board 35 , when a failure occurs in the hooking or unhooking of the cable with the mooring pile, the operator can conveniently perform the mooring or unmooring operation on the walking board 35 .

[0049] Preferably, a walking plate 35 , a first tie beam 33 and two second tie beams 34 constitute a mooring assembly, and the second pile group 3 includes a plurality of mooring assemblies, which are arranged at intervals along the height direction of the second pile group 3 .

[0050] It can be understood that by arranging multiple mooring assemblies along the height direction of the second pile group 3, the ship can still be smoothly moored to the corresponding mooring column 4 on the second pile group 3 when the water level changes, so that the high-pile wharf can adapt to occasions with large water level changes.

[0051] Preferably, multiple groups of second pile groups 3 are arranged, and a second pile group 3 is arranged between two adjacent groups of first pile groups 2 .

[0052] It can be understood that a second pile group 3 is arranged between every two adjacent first pile groups 2, and the number of the second pile groups 3 is increased, so that multiple mooring posts 4 are provided along the length direction of the box beam deck 1 in the same horizontal plane, which is convenient for multiple ships to dock. The specific number of the second pile groups 3 can be adjusted according to the length of the ship at the port. For small and short ships, multiple second pile groups 3 can be arranged between two adjacent first pile groups 2.

[0053] Preferably, the first pile group 2 includes supporting piles 21, scissors struts 22 and cross braces 23. Two supporting piles 21 are arranged, and the two supporting piles 21 are vertically supported at the lower part of the box girder deck 1, and the two supporting piles 21 are arranged in sequence along the width direction of the box girder deck 1. The two ends of the scissors struts 22 are respectively fixed on the two supporting piles 21, and the two ends of the cross brace 23 are respectively fixedly connected to the two supporting piles 21, and the cross brace 23 is arranged on the upper part of the scissors struts 22.

[0054] It can be understood that the stability between the two supporting piles 21 is improved by the scissor braces 22 and the cross brace 23, so that the two supporting piles 21 form a whole, and the ability of the two supporting piles 21 to resist horizontal deformation is improved.

[0055] The beneficial technical effects of the present invention are as follows:

[0056] By adopting a structural arrangement in which the loading and unloading platform and the mooring facilities are separately arranged, when the ship's cable is moored to the mooring facilities and the ship is shaken by wind and waves or collides with the mooring facilities during mooring, the impact between the ship and the mooring facilities is mitigated under the action of the anti-collision component 36, and the impact force of the ship is consumed as much as possible, and the mooring facilities are protected. At the same time, the ship cannot collide with the loading and unloading platform during the collision, and because the mooring facilities and the loading and unloading platform are arranged separately, when the ship collides with the mooring facilities, it has no impact on the loading and unloading platform, thereby ensuring the safety of the loading and unloading platform during loading and unloading; secondly, multiple groups of second pile groups 3 are arranged, and multiple anti-collision components 36 are installed on each group of second pile groups 3, and multiple groups of second pile groups 3 are arranged at intervals along the length direction of the loading and unloading platform, and multiple second pile groups 3 are arranged separately, so when the ship collides with one of the second pile groups 3, other second pile groups 3 are also not affected, thereby ensuring the stability of other second pile groups 3 during use.

[0057] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. For those skilled in the art, the present invention may have various modifications and variations. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.

Claims

1. A high-pile wharf with separate berthing and loading and unloading, characterized by: The invention comprises a loading and unloading platform and a mooring facility, wherein the loading and unloading platform and the mooring facility are arranged separately, the loading and unloading platform comprises a box beam deck (1) and a first pile group (2), a plurality of the first pile groups (2) are arranged, the plurality of the first pile groups (2) are supported below the box beam deck (1), and the plurality of the first pile groups (2) are arranged at intervals along the length direction of the box beam deck (1); The mooring facility comprises a second pile group (3) and a mooring column (4), wherein the second pile group (3) is arranged between two adjacent first pile groups (2), the first end of the second pile group (3) is arranged below the box beam deck (1), the second end of the second pile group (3) extends along the width direction of the box beam deck (1) and protrudes out of the outside of the box beam deck (1), and the mooring column (4) is fixedly connected to the protruding end of the second pile group (3) protruding out of the box beam deck (1); The second pile group (3) further comprises an anti-collision assembly (36), the anti-collision assembly (36) being detachably connected to the protruding end of the second pile group (3) protruding from the box beam deck (1), the anti-collision assembly (36) comprising an anti-collision base (361), a buffer (362) and a blocking member (363), the anti-collision base (361) being detachably connected to the second pile group (3), a first end of the buffer (362) being connected to the anti-collision base (361), and a second end of the buffer (362) being connected to the blocking member (363); The buffer member (362) comprises a sleeve (3621), a piston (3622), a piston rod (3623) and an elastic member (3624); the sleeve (3621) is fixedly connected to the anti-collision base (361); the piston (3622) is slidably connected in the sleeve (3621); the first end of the piston rod (3623) is fixedly connected to the blocking member (363); the second end of the piston rod (3623) extends into the sleeve (3621) and is fixedly connected to the piston (3622); the sleeve (3621) is fixedly connected to the anti-collision base (361); the piston (3622) is slidably connected in the sleeve (3621); the first end of the piston rod (3623) is fixedly connected to the blocking member (363); the second end of the piston rod (3623) extends into the sleeve (3621) and is fixedly connected to the piston (3622); A rodless chamber (3625) and a rod chamber (3626) are respectively arranged on both sides of the piston (3622) in the sleeve (3621), and a first through hole (3627) for connecting the rodless chamber (3625) and the rod chamber (3626) is arranged on the piston (3622), and the elastic member (3624) is arranged around the outside of the sleeve (3621), and the first end of the elastic member (3624) is fixedly connected to the anti-collision base (361), and the second end of the elastic member (3624) is fixedly connected to the blocking member (363); A second through hole (3628) is arranged at one end of the sleeve (3621) close to the blocking member (363); one end of the second through hole (3628) is connected to the rod cavity (3626), and the other end is connected to the outside; A buffer block is also arranged at the bottom of the sleeve (3621).

2. A high-pile wharf with separate berthing and loading and unloading functions according to claim 1, characterized in that: The second through hole (3628) is provided with a valve (3629) for controlling the size of the second through hole (3628).

3. The high-pile wharf with separated berthing and loading and unloading according to claim 1, characterized in that: The blocking member (363) comprises a protective layer (3631) and a supporting layer (3632), wherein the supporting layer (3632) is arranged at one end close to the buffer member (362) and fixedly connected to the buffer member (362), and the protective layer (3631) is arranged at one end away from the buffer member (362), and the protective layer (3631) is made of a flexible material.

4. A high-pile wharf with separate berthing and loading and unloading capabilities according to any one of claims 1 to 3, characterized in that: The second pile group (3) comprises a bearing pile (31), an anti-pulling pile (32), a first tie beam (33) and a second tie beam (34); the anti-pulling pile (32) is arranged below the box beam deck (1); two bearing piles (31) are provided, and the two bearing piles (31) are arranged on the lateral outer side of the box beam deck (1); the two bearing piles (31) are arranged at intervals along the length direction of the box beam deck (1) and are connected through the first tie beam (33); the anti-pulling pile (32) and the corresponding bearing pile (31) are connected respectively through the second tie beam (34); the mooring post (4) is fixedly connected to the first tie beam (33); the anti-collision assembly (36) is installed on a side of the first tie beam (33) away from the box beam deck (1) and / or connected to a side of the bearing pile (31) away from the box beam deck (1).

5. The high-pile wharf with separated berthing and loading and unloading functions according to claim 4, characterized in that: The second pile group (3) further comprises a running plate (35), one first tie beam (33) and two second tie beams (34) are arranged in the same plane, and the running plate (35) is fixedly connected to the first tie beam (33) and the two second tie beams (34).

6. A high-pile wharf with separate berthing and loading and unloading functions according to claim 5, characterized in that: One walking plate (35), one first tie beam (33) and two second tie beams (34) form a mooring assembly, and the second pile group (3) includes a plurality of mooring assemblies, which are arranged at intervals along the height direction of the second pile group (3).

7. The high-pile wharf with separated berthing and loading and unloading functions according to claim 6, characterized in that: The second pile groups (3) are arranged in multiple groups, and the second pile groups (3) are arranged between two adjacent groups of the first pile groups (2).

8. A high-pile wharf with separate berthing and loading and unloading functions according to any one of claims 1 to 3, characterized in that: The first pile group (2) comprises a supporting pile (21), a scissors brace (22) and a cross brace (23); two supporting piles (21) are arranged, the two supporting piles (21) are vertically supported at the lower part of the box beam deck (1), and the two supporting piles (21) are arranged in sequence along the width direction of the box beam deck (1); the two ends of the scissors brace (22) are respectively fixed on the two supporting piles (21); the two ends of the cross brace (23) are respectively fixedly connected to the two supporting piles (21), and the cross brace (23) is arranged on the upper part of the scissors brace (22).

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