Highly adaptive cable-stayed bridge cable installation lifting hoisting device

Abstract

The disclosure provides a highly adaptive cable-stayed bridge cable installation lifting hoisting device, and relates to the technical field of installation lifting hoisting, and comprises a detection piece, a feeding piece and a backflow mechanism, the detection piece comprises a near-infrared spectrum detector and a supporting leg, the bottom of the near-infrared spectrum detector is connected with a flow piece, the flow piece comprises a transparent cover and a supporting sleeve, the transparent cover is connected with a communication piece, the communication piece comprises a connector and an outlet, the inner side of the transparent cover is connected with a photosensitive piece, the photosensitive piece comprises a near-infrared light sensor and a rubber plate, the highly adaptive cable-stayed bridge cable installation lifting hoisting device can effectively utilize the locking of the concave part by the convex part of the check valve, and at the same time, the vertical guiding device keeps the vertical pressure blocking row material from moving in the horizontal direction, the anti-reverse guard and the fixed wheel lock the bridge cable, avoid the bridge cable from falling, guarantee the safe installation of the bridge cable, and is suitable for installation lifting hoisting of the cable-stayed bridge cable.

Description

Technical Field

[0001] This disclosure relates to the technical field of cable-stayed bridge cable lifting and hoisting equipment, and in particular to a height-adaptive cable-stayed bridge installation lifting and hoisting device. Background Technology

[0002] When installing and fixing the cables of a cable-stayed bridge, it is often necessary to use cable-stayed bridge cable lifting and hoisting equipment to lift and hoist the cables to be installed.

[0003] Patent application CN202610151705.64 discloses a hoisting device and method for installing bridge railings. The railing is placed on a support block on a vehicle body at the end furthest from the drive unit, with the railing mesh resting on the support block. A connecting piece is engaged between the baffle and the support block. A pushing assembly moves the railing towards one end of the drive unit. A second motor drives a second screw to rotate, causing a pusher block to move along the second screw. The pusher block moves the railing. When a first photoelectric sensor detects that the connecting hole is directly above it, the second motor stops rotating and rotates in the opposite direction, causing the pusher block to return to its original position. At the front position, the vehicle moves along the bridge body. When the second photoelectric sensor is blocked by the second bolt, the vehicle stops moving. The gripping device grabs a guardrail on the support block and moves it to the edge of the bridge body under the action of the drive device. Then the guardrail is lowered. At this time, the first bolt is inserted into the connecting hole and the second bolt is inserted into the connecting piece. The worker in the basket body screws the nut into the second bolt, and the worker on the operating plate screws the nut into the first bolt. This can efficiently install the guardrail and requires less manual labor throughout the process, making it easier for workers to operate. It can also efficiently install large-sized and heavy guardrails. Furthermore, the guardrail is connected to both the upper surface and sides of the bridge structure, making the installation more stable and facilitating later disassembly and maintenance. Patent application CN202310641679.1 discloses a hoisting device and method for the main beam of a cable-stayed bridge. After the lifting frame completes the hoisting at the pier top, it can lift the standard section of the main beam, converted by the steel beam conversion platform, onto the beam transport trolley, replacing the traditional bridge deck crane used at the pier top during construction. This reduces the occupation of construction machinery and lowers machinery rental costs. The temporary steel beam connection is set at the top of the lower crossbeam, enabling the connection between the main beam at the pier top and the lower crossbeam. The crossbeams are temporarily fixed together. The minimum unit for using vertical jacks is a pair. When using vertical jacks to jack up the two sections of the main longitudinal beam at the top of the pier, calculations show that if the jacks are not fully raised, they should be lowered in multiple stages. During the jacking process, temporary supports are used to convert the system, facilitating the jacking back. The lifting frame device used has high construction efficiency. The original construction method used a tower crane to hoist the main beam at the top of the pier, but this required suspending the tower column construction on site. Before the crossbeam construction on the tower column, the main beam at the top of the pier, the bridge deck, and the bridge deck crane needed to be installed, which severely restricted the construction period. By designing and processing the lifting frame device, the installation of the main beam at the top of the pier is not affected by the construction of the upper crossbeam.

[0004] According to its publicly available technical solutions, existing cable-stayed bridge lifting and hoisting equipment has several drawbacks. First, it cannot effectively guarantee the stability of the cable-stayed bridge during lifting operations. Strong winds can cause significant swaying during lifting, compromising construction safety. Second, there is a risk of cable falls during installation, hindering safe installation. Third, if a cable falls, insufficient clamping force between the locking structure and the cable can cause it to slip. Furthermore, the cable is prone to deformation under pressure, making it difficult to lock effectively, thus compromising the locking process. Summary of the Invention

[0005] This disclosure aims to at least partially address one of the technical problems in the related art.

[0006] Therefore, the purpose of this disclosure is to provide a height-adaptive cable-stayed bridge cable installation lifting and hoisting device.

[0007] To achieve the above objectives, this disclosure provides a height-adaptive cable-stayed bridge cable installation and lifting device, comprising: a flexible anti-derailment mechanism, the flexible anti-derailment mechanism including an inner clamping structure, an anti-reverse guardrail, and a stopping recess, the flexible anti-derailment mechanism being mounted on a stabilizing mechanism, the inner clamping structure being equipped with a vertical pressure barrier, a vertical guide device, and an equal-diameter screw feeder, the bottom of the vertical pressure barrier having a through-and-reverse-stop protrusion, the vertical pressure barrier being clamped onto the top of the anti-reverse-stop guardrail under the pressure of the equal-diameter screw feeder, the bottom of adjacent through-and-reverse-stop protrusions being inserted into the inner side of the stopping recess, the vertical pressure barrier moving longitudinally under the guidance of the vertical guide device, the inner side of the inner clamping structure being provided with The structure consists of a tilting block, a misaligned sliding object, and a powerful resetter. The misaligned sliding object is supported on the inner side of the inner frame by the inclined sliding surface at the top of the tilting block. The tilting block and the misaligned sliding object are clamped to one side of the inner frame under the pressure of the powerful resetter. The outer side of the inner frame is welded with a liquid discharge tank, a Tesla baffle, and a differential channel. The hydraulic oil in the liquid discharge tank flows through the differential channel at the bottom of the Tesla baffle, allowing for forward and reverse flow. An oil extrusion round profile is welded to the misaligned sliding object. The oil extrusion round profile inhibits the reset of the misaligned sliding object on the inner side of the liquid discharge tank. Guided by the inclined sliding surface at the top of the tilting block, the anti-reverse guardrail locks the falling bridge cable.

[0008] Optionally, a stabilizing mechanism is provided, comprising a fixed frame, a load-bearing rod and two ribs welded to the top of the fixed frame, the fixed frame being connected to a fine-tuning mechanism via the load-bearing rod, the two ribs being integrally formed on both sides of the top of the fixed frame, and a mounting assembly being connected to the ribs, the mounting assembly comprising a drive mechanism, a screw sleeve and a clamping plate, the outer side of one end of the screw sleeve being engaged with the inner wall of the rib sleeve, the drive mechanism being bolted to one end of the rib sleeve, and the clamping plate being integrally formed on the other end of the screw sleeve, the drive mechanism pushing the screw sleeve to move in and out inside the rib sleeve via a screw, the screw sleeve driving the clamping plate to move the fixed frame.

[0009] Optionally, a power unit is connected to the fixed frame. The power unit includes a winding machine and a flexible rope. The winding machine drives the bridge cable to rise and fall through the flexible rope. A self-detaching unit is connected to the fixed frame. The self-detaching unit includes two motors, two screw rods, and two support sleeves. A vertical guide unit is connected to the support sleeves. The vertical guide unit includes a movable bracket, a fixed wheel, and a pressure sleeve. The two motors drive the screw rods to move the movable bracket and the pressure sleeve in the limited direction of the support sleeves. The outer side of one end of the movable bracket and the pressure sleeve is respectively locked onto the inner wall of the two support sleeves.

[0010] Optionally, the movable bracket and the pressure sleeve are respectively threaded onto the outer sides of the two screw rods. The fixed wheel is mounted on the other end of the movable bracket via a rotating shaft. The drive motor is bolted onto the outer side of one end of the prism sleeve. One end of the screw rod is keyed to the output shaft of the drive motor. The screw sleeve is threaded onto the outer side of the screw rod. The outer side of the screw sleeve is locked onto the inner wall of the prism sleeve. The top of the winding machine is bolted onto the inner wall of the top of the fixed frame. One end of the flexible rope is connected to the inner side of the winding machine. The other end of the flexible rope passes between the fixed wheel and the anti-reverse guardrail and extends to the bottom of the fixed frame.

[0011] Optionally, a fine-tuning mechanism is provided, comprising a tower crane base column, a rotary control console, and a rigid cross brace. The rotary control console is bolted to the top of the tower crane base column, and the rigid cross brace is bolted to the rotary control console. Both ends of the rigid cross brace pass through the rotary control console. A winch and a counterweight are provided at one end of the rigid cross brace. The counterweight drives the winch to move at one end of the rigid cross brace via a slide rail. A power unit and a lead screw are installed at the top of one end of the rigid cross brace. The power unit pushes the counterweight to move laterally via the lead screw.

[0012] Optionally, a trolley and a pulley block are installed at the other end of the rigid cross brace. The pulley block is bolted to the bottom of the trolley, and the trolley drives the pulley block to move horizontally at the other end of the rigid cross brace. One end of the pulley block is connected to the inside of the winch, and the fixed frame is connected to the bottom of the pulley block through a load-bearing rod. The winch lifts the fixed frame and the load-bearing rod by winding the steel rope on the pulley block.

[0013] Optionally, the inner side of the inner fitting structure is provided with an inner cavity and a sliding groove. The sliding groove is distributed at both ends of the inner cavity. One side of the misaligned sliding object and the skewed block is locked on the inner wall of one side of the sliding groove. The other side of the misaligned sliding object and the skewed block is connected to the inner wall of the other side of the sliding groove through a powerful resetter. The two ends of the anti-reverse guardrail are installed on the inner side of the misaligned sliding object through a rotating shaft. The stopping recess is formed around the anti-reverse guardrail.

[0014] Optionally, the bottom end of the vertical guide device is welded to the top of the vertical pressure barrier, the top of the inner clamping structure is provided with a sliding opening, the top end of the vertical guide device passes through the sliding opening and extends to the outside of the inner clamping structure, and the top of the vertical pressure barrier is connected to the inner wall of the top of the inner cavity through an equal diameter screw.

[0015] Optionally, the liquid-filling slow-discharge tank is welded to the outer side of the inner armature structure, the outer side of the Tesla baffle is welded to the inner wall of the liquid-filling slow-discharge tank, and the differential channel is opened at the bottom of the Tesla baffle, wherein the differential channel is a Tesla valve.

[0016] Optionally, one end of the extrusion round profile is integrally formed on the other side of the skewed block, and the other end of the extrusion round profile is secured to the inner wall of the liquid slow discharge tank by a sealing ring. The distance between the extrusion round profile and the Tesla stop mechanism is equal to the width of the misaligned sliding object.

[0017] The technical solution provided in this disclosure may include the following beneficial effects: In operation, a ship transports the tower crane base, rotating control console, strong cross braces, and fixed frame to the installation platform at the bridge pier of the cable-stayed bridge. A ship-mounted hydrogeological survey winch is then used to place these structures one by one onto the platform. The winch's operation, involving raising and lowering, secures the structures. During operation, the rotating control console rotates the strong cross braces at the top of the tower crane base. The overhead crane moves the fixed frame and load-bearing rods via pulley blocks. The winch, also via pulley blocks, raises and lowers the fixed frame and load-bearing rods. Simultaneously, the power unit drives the counterweight via a lead screw, which in turn moves the winch. This system ensures constant stability of the center of gravity, allowing for continuous maintenance of the fixed frame. The frame is hoisted to the bridge frame of the cable-stayed bridge where the cables need to be installed. The position of the fixed frame on the bridge frame is adjusted according to the installation position of the cables. Then, the drive machine is turned on. The drive machine drives the screw rod to move the screw sleeve inside the rib sleeve, which in turn drives the clamping plate to clamp and fix the fixed frame on the bridge frame. At the same time, the clamping force of the clamping plate and the pulling force of the pulley block are used to fix the fixed frame. When lifting and lowering the fixed frame, the clamping plate, rib sleeve and fixed frame can be used to move and lower it on the outside of the bridge frame. This can effectively prevent swaying due to slightly strong winds during the lifting operation of the cable-stayed bridge, thus ensuring the construction safety of the cable-stayed bridge installation operation.

[0018] In use, after the fixed frame is locked onto the cable tray, the bottom end of the flexible rope is tied to the cable. The flexible rope is then wound up by a winding machine to lift the cable upwards. The flexible rope is limited by the movable support and the inner clamping mechanism to prevent swaying. The cable is moved between the movable support and the inner clamping mechanism, with one side of the cable pressed against the right side of the fixed pulley and the other side pressed against the left side of the anti-reverse retainer. The anti-reverse retainer pushes the misaligned sliding object, which pushes the tilted block through the inclined sliding surface. This causes both the misaligned sliding object and the tilted block to compress the powerful resetter and move to the left until the fixed pulley and the anti-reverse retainer... The spacing of the guardrails allows the bridge cable to pass through. The bottom of the vertical weight barrier is pressed against the top of the anti-reverse guardrail by the elastic force of the equal-diameter screw feeder. This allows the anti-reverse guardrail to rotate counterclockwise, so that the forward and reverse convex can be smoothly pushed open by the stop concave and quickly locked into the inner side of the next stop concave. Once there is a risk of the bridge cable falling during the installation of the bridge cable, the forward and reverse convex can be effectively used to lock the stop concave. At the same time, the vertical guide device is used to keep the vertical weight barrier from moving in the horizontal direction. Thus, the anti-reverse guardrail and the fixed wheel can be used to lock the bridge cable, prevent the bridge cable from falling, and ensure the safe installation of the bridge cable.

[0019] During use, when the misaligned sliding object and the skewed block move to the left, they drive the extrusion round profile to move towards the inside of the liquid discharge tank. The extrusion round profile smoothly squeezes the hydraulic oil on the right side of the liquid discharge tank through the reverse channel at the bottom of the Tesla block to the left side of the liquid discharge tank. When the bridge cable deforms under pressure due to its own material properties, the downward tension of the bridge cable on the anti-reverse guardrail causes the anti-reverse guardrail to drive the misaligned sliding object to slide to the right and downward on the top of the skewed block via the inclined sliding surface. The vertical pressure barrier moves downward under the pressure of the equal-diameter screw feeder and inserts into the inside of the stop recess in real time through the reverse anti-reverse convex, thus preventing the anti-reverse guardrail from rotating clockwise. The anti-reverse guardrail moves to the right and downward under the drive of the misaligned sliding object, thus gradually reducing the distance between the anti-reverse guardrail and the fixed wheel at the lower right. The downward tension of the bridge cable on the anti-reverse guardrail can make... The misaligned sliding object presses against the skewed block via the inclined sliding surface, causing the extrusion round profile to be blocked by the Tesla stop mechanism. This prevents the risk of a temporary widening of the gap between the anti-reverse guardrail and the fixed wheel at the lower right. The reverse channel at the bottom of the Tesla stop mechanism greatly slows down the rightward movement speed of the extrusion round profile, causing the misaligned sliding object to move to the right first at the top of the skewed block. Before the anti-reverse guardrail locks the bridge cable, the skewed block cannot press against the misaligned sliding object, preventing the bridge cable from being unable to be effectively locked midway during its descent. Once the bridge cable is locked, its high gravity makes the elastic force of the powerful resetter negligible. This allows the anti-reverse guardrail to adaptively adjust the gap between the anti-reverse guardrail and the fixed wheel at the lower right according to the deformation of the bridge cable, thus maintaining the locking and anti-fall function of the bridge cable at all times and ensuring the safety of the bridge cable.

[0020] Additional aspects and advantages of this disclosure will be set forth in part in the description which follows, and in part will be obvious from the description, or may be learned by practice of this disclosure. Attached Figure Description

[0021] The above and / or additional aspects and advantages of this disclosure will become apparent and readily understood from the following description of the embodiments taken in conjunction with the accompanying drawings, in which: Figure 1 This is a schematic diagram of the structure of a height-adaptive cable-stayed bridge cable installation lifting and hoisting device according to an embodiment of this disclosure. Figure 1 ; Figure 2 This is a schematic diagram of the structure of a height-adaptive cable-stayed bridge cable installation lifting and hoisting device according to an embodiment of this disclosure. Figure 2 ; Figure 3 This is a schematic diagram of the structure of the fixing frame of the height-adaptive cable-stayed bridge cable installation lifting and hoisting device according to an embodiment of this disclosure. Figure 1 ; Figure 4 This is a schematic diagram of the structure of the fixing frame of the height-adaptive cable-stayed bridge cable installation lifting and hoisting device according to an embodiment of this disclosure. Figure 2 ; Figure 5 This is a cross-sectional schematic diagram of the fixing frame of a height-adaptive cable-stayed bridge cable installation lifting and hoisting device according to an embodiment of this disclosure; Figure 6 This is a cross-sectional view of the inner connecting structure of a height-adaptive cable-stayed bridge cable installation and lifting device according to an embodiment of this disclosure. Figure 1 ; Figure 7 This is a cross-sectional view of the inner connecting structure of a height-adaptive cable-stayed bridge cable installation and lifting device according to an embodiment of this disclosure. Figure 2 ; Figure 8 This is a cross-sectional view of a height-adaptive cable-stayed bridge cable installation lifting and hoisting device according to an embodiment of this disclosure; As shown in the figure: 1. Tower crane base column; 2. Rotary control console; 3. Strong cross brace; 4. Winch; 5. Counterweight; 6. Power unit; 7. Lead screw; 8. Overhead crane; 9. Pulley block; 10. Fixed frame; 11. Load-bearing rod; 12. Sleeve; 13. Drive unit; 14. Screw sleeve; 15. Clamping plate; 16. Winding machine; 17. Flexible rope; 18. Motor; 19. Second screw; 20. Support sleeve; 21. Movable bracket; 22. Fixed wheel; 23. Pressure sleeve; 24. Internal clamping structure; 25. Anti-reverse guard; 26. Vertical pressure barrier; 27. Vertical guide device; 28. Equal diameter screw feeder; 29. ​​Protrusion for unobstructed flow; 30. Concave stop; 31. Misaligned tilting object; 32. Tilted block; 33. Powerful resetter; 34. Liquid discharge tank; 35. Oil extrusion round profile; 36. Tesla stop mechanism; 37. Reverse channel; 38. Screw one. Detailed Implementation

[0022] Embodiments of this disclosure are described in detail below, examples of which are illustrated in the accompanying drawings, wherein the same or similar reference numerals denote the same or similar elements or elements having the same or similar functions throughout. The embodiments described below with reference to the accompanying drawings are exemplary and are used only to explain this disclosure, and should not be construed as limiting this disclosure. Rather, embodiments of this disclosure include all variations, modifications, and equivalents falling within the spirit and scope of the appended claims.

[0023] like Figure 1 , Figure 2 , Figure 3 , Figure 4 and Figure 5 This disclosure proposes a height-adaptive cable-stayed bridge cable installation and lifting device, comprising: a fine-tuning mechanism 101, the fine-tuning mechanism 101 including a tower crane base column 1, a rotating control console 2, and a rigid cross brace 3. The rotating control console 2 is bolted to the top of the tower crane base column 1, and the rigid cross brace 3 is bolted to the rotating control console 2. Both ends of the rigid cross brace 3 penetrate the rotating control console 2. A winch 4 and a counterweight 5 are provided at one end of the rigid cross brace 3. The counterweight 5 drives the winch 4 to move at one end of the rigid cross brace 3 via a slide rail. A power unit 6 and a lead screw 7 are installed at the top of one end of the cross brace 3. The power unit 6 pushes the counterweight 5 to move laterally through the lead screw 7. A trolley 8 and a pulley block 9 are installed at the other end of the strong cross brace 3. The pulley block 9 is bolted to the bottom of the trolley 8. The trolley 8 drives the pulley block 9 to move horizontally at the other end of the strong cross brace 3. One end of the pulley block 9 is connected to the inside of the winch 4. The fixed frame 10 is connected to the bottom of the pulley block 9 through the load-bearing rod 11. The winch 4 lifts the fixed frame 10 and the load-bearing rod 11 by winding the steel rope on the pulley block 9.

[0024] The stabilizing mechanism 102 includes a fixed frame 10. A load-bearing rod 11 and two rib sleeves 12 are welded to the top of the fixed frame 10. The fixed frame 10 is connected to the fine-tuning mechanism 101 via the load-bearing rod 11. The two rib sleeves 12 are integrally formed on both sides of the top of the fixed frame 10. A mounting assembly is connected to each rib sleeve 12. The mounting assembly includes a drive motor 13, a screw sleeve 14, and a clamping plate 15. The outer side of one end of the screw sleeve 14 is engaged with the inner wall of the rib sleeve 12. The drive motor 13 is mounted on the rib sleeve 12 by bolts. At one end of the prism sleeve 12, the clamping plate 15 is integrally formed on the other end of the threaded sleeve 14. The driving mechanism 13 pushes the threaded sleeve 14 to move in and out inside the prism sleeve 12 through the screw 38. The threaded sleeve 14 drives the clamping plate 15 to move the fixed frame 10. A power unit is connected to the fixed frame 10. The power unit includes a winding machine 16 and a flexible rope 17. The winding machine 16 drives the bridge cable to rise and fall through the flexible rope 17. A self-disengaging assembly is connected to the fixed frame 10. The self-disengaging assembly includes two motors 18, two screws 19, and two support sleeves 20. A vertical guide assembly is connected to the support sleeve 20. The vertical guide assembly includes a movable bracket 21, a fixed wheel 22, and a pressure sleeve 23. Two motors 18 drive screws 19 to move the movable bracket 21 and the pressure sleeve 23 in a defined direction within the support sleeve 20. The outer sides of one end of the movable bracket 21 and the pressure sleeve 23 are respectively engaged with the inner walls of the two support sleeves 20. The movable bracket 21 and the pressure sleeve 23 are respectively threaded onto the outer sides of the two screws 19. The fixed wheel 22 is mounted on the other end of the movable bracket 21 via a rotating shaft. The driving motor 13... The screw 38 is bolted to the outer side of one end of the prism sleeve 12. One end of the screw 38 is keyed to the output shaft of the drive machine 13. The screw sleeve 14 is threaded onto the outer side of the screw 38. The outer side of the screw sleeve 14 is locked onto the inner wall of the prism sleeve 12. The top of the winding machine 16 is bolted to the inner wall of the top of the fixed frame 10. One end of the flexible rope 17 is connected to the inner side of the winding machine 16. The other end of the flexible rope 17 passes between the fixed wheel 22 and the anti-reverse guard 25 and extends to the bottom of the fixed frame 10.

[0025] Understandably, during operation, a ship is used to transport the tower crane base column 1, rotating control console 2, strong cross brace 3, fixed frame 10, and other structures to the installation platform where the cable-stayed bridge foundation is located. A ship-mounted hydrogeological survey winch is then used to place these structures one by one onto the platform, and the winch is used for raising and lowering to install and secure them. During operation, the rotating control console 2 rotates the strong cross brace 3 at the top of the tower crane base column 1. The trolley 8 moves the fixed frame 10 and load-bearing rod 11 via pulley block 9. The winch 4 raises and lowers the fixed frame 10 and load-bearing rod 11 via pulley block 9. Simultaneously, the power unit 6 pushes the counterweight 5 via the lead screw 7, which in turn moves the winch 4. This process avoids constantly ensuring the stability of the center of gravity and allows the fixed frame to be moved. 10 is hoisted to the bridge frame of the cable-stayed bridge where the cable-stayed structure needs to be installed. The position of the fixing frame 10 on the bridge frame is adjusted according to the installation position of the cable-stayed structure. Then, the drive motor 13 is turned on. The drive motor 13 drives the screw sleeve 14 to move inside the prism sleeve 12 through the screw 18. This causes the screw sleeve 14 to drive the clamping plate 15 to clamp and fix the fixing frame 10 on the bridge frame. At the same time, the clamping force of the clamping plate 15 and the pulling force of the pulley block 9 are used to fix the fixing frame 10. When lifting and lowering the fixing frame 10, the clamping plate 15, prism sleeve 12 and fixing frame 10 can be used to lift and move on the outside of the bridge frame. This can effectively prevent swaying due to slightly strong winds during the lifting operation of the cable-stayed bridge, thus ensuring the construction safety of the cable-stayed bridge installation operation.

[0026] like Figure 4 , Figure 5 , Figure 6 , Figure 7 and Figure 8The flexible anti-detachment mechanism 103 includes an inner clamping structure 24, an anti-reverse guardrail 25, and a stopping recess 30. The flexible anti-detachment mechanism 103 is mounted on a stabilizing mechanism 102. The inner clamping structure 24 is equipped with a vertical pressure blocking material 26, a vertical guide device 27, and an equal-diameter screw feeder 28. The bottom of the vertical pressure blocking material 26 has a reversible and non-reversible protrusion 29. Under the pressure of the equal-diameter screw feeder 28, the vertical pressure blocking material 26 is clamped to the top of the anti-reverse guardrail 25. The bottom of the adjacent reversible and non-reversible protrusions 29 are inserted into the inner side of the stopping recess 30. The vertical pressure blocking material 26 moves longitudinally under the guidance of the vertical guide device 27. The inner side of the inner clamping structure 24 is provided with a tilting block 32 and a misaligned tilting mechanism. The sliding object 31 and the powerful resetter 33 are used. The misaligned sliding object 31 is supported on the inner side of the inner mounting structure 24 by the inclined sliding surface at the top of the tilted block 32. The tilted block 32 and the misaligned sliding object 32 are clamped on one side of the inner mounting structure 24 under the pressure of the powerful resetter 33. The outer side of the inner mounting structure 24 is welded with a liquid discharge tank 34, a Tesla baffle 36 and a reverse channel 37. The hydraulic oil in the liquid discharge tank 34 passes through the reverse channel 37 at the bottom of the Tesla baffle 36. The tilted block 32 is welded with an oil extrusion round profile 35. The oil extrusion round profile 35 inhibits the reset of the tilted block 32 on the inner side of the liquid discharge tank 34. The misaligned sliding object 31 is guided by the inclined sliding surface at the top of the tilted block 32. The falling bridge cable is locked by the anti-reverse guardrail 25. The inner side of the inner clamping structure 24 has an inner cavity and a sliding groove. The sliding groove is distributed at both ends of the inner cavity. One side of the misaligned sliding object 31 and the tilted block 32 is stuck on the inner wall of one side of the sliding groove. The other side of the misaligned sliding object 31 and the tilted block 32 is connected to the inner wall of the other side of the sliding groove through a powerful resetter 33. The two ends of the anti-reverse guardrail 25 are installed on the inner side of the misaligned sliding object 31 through a rotating shaft. The stopping recess 30 is formed around the anti-reverse guardrail 25. The bottom end of the vertical guide device 27 is welded to the top of the vertical pressure barrier 26. The top of the inner clamping structure 24 has a sliding opening. The vertical guide device 27 The top of the device passes through the sliding opening and extends to the outside of the inner mounting structure 24. The top of the vertical pressure barrier 26 is connected to the inner wall of the top of the inner cavity through the equal diameter screw feeder 28. The liquid slow discharge tank 34 is welded to the outer side of the inner mounting structure 24. The outer side of the Tesla baffle 36 is welded to the inner wall of the liquid slow discharge tank 34. The differential channel 37 is opened at the bottom of the Tesla baffle 36. The differential channel 37 is a Tesla valve. One end of the oil extrusion round profile 35 is integrally formed on the other side of the tilted block 32. The other end of the oil extrusion round profile 35 is clamped on the inner wall of the liquid slow discharge tank 34 through the sealing ring. The distance between the oil extrusion round profile 35 and the Tesla baffle 36 is equal to the width of the misaligned tilting object 31.

[0027] Understandably, after the fixed frame 10 is locked onto the cable tray, the bottom end of the flexible rope 17 is tied to the cable, and then the winding machine 16 winds up the flexible rope 17 to lift the cable upward. The movable support 21 and the inner clamping mechanism 24 limit the flexible rope 17 to prevent it from swaying. The flexible rope 17 moves the cable between the movable support 21 and the inner clamping mechanism 24, with one side of the cable pressed against the right side of the fixed wheel 22 and the other side pressed against the left side of the anti-reverse guardrail 25. The anti-reverse guardrail 25 pushes the misaligned sliding object 31, which pushes the tilted block 32 through the inclined sliding surface, causing both the misaligned sliding object 31 and the tilted block 32 to compress the powerful resetter 33 and move to the left until the fixed wheel 22 and the cable are aligned. The spacing of the anti-reverse guardrail 25 allows the bridge cable to pass through. The bottom of the vertical pressure barrier 26 is pressed against the top of the anti-reverse guardrail 25 by the elastic force of the equal-diameter screw feeder 28. This allows the anti-reverse guardrail 25 to rotate counterclockwise, enabling the through-and-reverse-stop protrusion 29 to be smoothly pushed open by the stop recess 30 and quickly locked into the inner side of the next stop recess 30. In the event of a bridge cable falling during installation, the through-and-reverse-stop protrusion 29 can effectively lock the stop recess 30. Simultaneously, the vertical guide device 27 keeps the vertical pressure barrier 26 from moving horizontally. This effectively uses the anti-reverse guardrail 25 and the fixed wheel 22 to lock the bridge cable, preventing it from falling and ensuring safe installation. This also addresses misaligned and tilted objects 31 and other issues. When the carrier block 32 moves to the left, it drives the extrusion round profile 35 to move towards the inside of the liquid-filling slow discharge tank 34. The extrusion round profile 35 smoothly squeezes the hydraulic oil on the right side of the liquid-filling slow discharge tank 34 through the reverse channel 37 at the bottom of the Tesla stop mechanism 36 to the left side of the liquid-filling slow discharge tank 34. When the bridge cable deforms under pressure due to its own material properties, the bridge cable pulls the anti-reverse guardrail 25 downward, causing the anti-reverse guardrail 25 to drive the misaligned tilting object 31 to slide to the right and downward on the top of the tilted carrier block 32 through the inclined sliding surface. The vertical pressure barrier 26 moves downward under the pressure of the equal diameter screw feeder 28 and inserts into the inside of the stop recess 30 through the anti-reverse convex protrusion 29 in real time, thereby preventing the anti-reverse guardrail 25 from rotating clockwise. The anti-reverse guardrail 25 is in the misaligned tilting Driven by object 31, it moves downwards and to the right, causing the distance between the anti-reverse guardrail 25 and the fixed wheel 22 at the lower right to gradually decrease. The downward tension of the bridge cable on the anti-reverse guardrail 25 allows the misaligned sliding object 31 to squeeze the skewed block 32 through the inclined sliding surface, thereby causing the extrusion round profile 35 to be blocked by the Tesla stop mechanism 36, preventing the risk of a temporary widening of the distance between the anti-reverse guardrail 25 and the fixed wheel 22 at the lower right. The reverse channel 37 at the bottom of the Tesla stop mechanism 36 can greatly slow down the rightward movement speed of the extrusion round profile 35, thus causing the misaligned sliding object 31 to move to the right first at the top of the skewed block 32. Before the anti-reverse guardrail 25 locks the bridge cable, the skewed block 32 cannot squeeze the misaligned sliding object 31.To prevent the bridge cable from failing to lock effectively midway during its descent, once locked, the cable's high gravity renders the spring force of the powerful resetter 33 negligible. This allows the anti-reverse guardrail 25 to adaptively adjust the distance between the anti-reverse guardrail 25 and the lower right fixed wheel 22 based on the cable's deformation, thus maintaining constant locking and anti-fall protection for the cable and ensuring its safety.

[0028] In the description of this disclosure, the terms "first," "second," etc., are used for descriptive purposes only and should not be construed as indicating or implying relative importance. Furthermore, in the description of this disclosure, unless otherwise stated, "a plurality of" means two or more.

[0029] Any process or method description in the flowchart or otherwise herein can be understood as representing a module, segment, or portion of code comprising one or more executable instructions for implementing a particular logical function or process, and the scope of preferred embodiments of this disclosure includes additional implementations in which functions may be performed not in the order shown or discussed, including substantially simultaneously or in reverse order depending on the function involved, as will be understood by those skilled in the art to which embodiments of this disclosure pertain.

[0030] In the description of this specification, the references to terms such as "one embodiment," "some embodiments," "example," "specific example," or "some examples," etc., indicate that a specific feature, structure, material, or characteristic described in connection with that embodiment or example is included in at least one embodiment or example of this disclosure. In this specification, the illustrative expressions of the above terms do not necessarily refer to the same embodiment or example. Furthermore, the specific features, structures, materials, or characteristics described may be combined in any suitable manner in one or more embodiments or examples.

[0031] Although embodiments of the present disclosure have been shown and described above, it is to be understood that the above embodiments are exemplary and should not be construed as limiting the present disclosure. Those skilled in the art can make changes, modifications, substitutions and variations to the above embodiments within the scope of the present disclosure.

Claims

1. A height-adaptive cable-stayed bridge cable installation lifting and hoisting device, characterized in that, include: A flexible anti-detachment mechanism (103) includes an inner connecting structure (24), an anti-reverse guard (25), and a stopping recess (30). The flexible anti-detachment mechanism (103) is installed on a stabilizing mechanism (102). A vertical pressure barrier (26), a vertical guide device (27), and an equal-diameter screw feeder (28) are installed on the inner connecting structure (24). The bottom of the vertical pressure barrier (26) has a passage. The anti-reverse and forward protrusions (29) and the vertical pressure blocking material (26) are clamped on the top of the anti-reverse guardrail (25) under the extrusion of the equal diameter screw feeder (28). The bottom of the adjacent anti-reverse and forward protrusions (29) is inserted into the inner side of the stop recess (30). The vertical pressure blocking material (26) moves longitudinally under the guidance of the vertical guide device (27). The inner side of the inner clamping structure (24) is provided with a tilting block (32), a misaligned tilting object (31) and a strong resetter. (33) The misaligned sliding object (31) is supported on the inner side of the inner connecting structure (24) by the inclined sliding surface at the top of the skewed block (32). The skewed block (32) and the misaligned sliding object (31) are clamped on one side of the inner connecting structure (24) under the pressure of the strong resetter (33). The outer side of the inner connecting structure (24) is welded with a liquid slow discharge tank (34), a Tesla baffle (36) and a reverse channel (37). The hydraulic oil in (34) passes through the reverse passage (37) at the bottom of the Tesla stop (36) with positive flow and negative resistance. The skewed block (32) is welded with an oil extrusion round profile (35). The oil extrusion round profile (35) suppresses the misaligned tilting object (32) to reset inside the liquid slow discharge tank (34). Under the guidance of the sloping surface at the top of the skewed block (32), the misaligned tilting object (31) uses the anti-reverse guardrail rotation (25) to lock the falling bridge cable.

2. The height-adaptive cable-stayed bridge cable installation lifting and hoisting device according to claim 1, characterized in that, include: The stabilizing mechanism (102) includes a fixed frame (10), with a load-bearing rod (11) and two rib sleeves (12) welded to the top of the fixed frame (10). The fixed frame (10) is connected to the fine-tuning mechanism (101) through the load-bearing rod (11). The two rib sleeves (12) are integrally formed on both sides of the top of the fixed frame (10). An assembly is connected to the rib sleeves (12), and the assembly includes a drive motor (13) and a screw sleeve. (14) and clamp (15), the outer side of one end of the screw sleeve (14) is clamped on the inner wall of the prism sleeve (12), the driving machine (13) is installed on one end of the prism sleeve (12) by bolts, the clamp (15) is integrally formed on the other end of the screw sleeve (14), the driving machine (13) pushes the screw sleeve (14) to move in and out of the inner side of the prism sleeve (12) by screw (38), and the screw sleeve (14) drives the clamp (15) to move the fixed frame (10).

3. The height-adaptive cable-stayed bridge cable installation lifting and hoisting device according to claim 2, characterized in that: A power unit is connected to the fixed frame (10). The power unit includes a winding machine (16) and a flexible rope (17). The winding machine (16) drives the bridge cable to rise and fall through the flexible rope (17). A self-detaching unit is connected to the fixed frame (10). The self-detaching unit includes two motors (18), two screws (19), and two support sleeves (20). A vertical guide unit is connected to the support sleeve (20). The vertical guide unit includes a movable bracket (21), a fixed wheel (22), and a pressure sleeve (23). The two motors (18) drive the screws (19) to move the movable bracket (21) and the pressure sleeve (23) in the limited direction of the support sleeve (20).

4. The height-adaptive cable-stayed bridge cable installation lifting and hoisting device according to claim 3, characterized in that: The outer sides of one end of the movable bracket (21) and the pressure sleeve (23) are respectively clamped onto the inner walls of the two support sleeves (20). The movable bracket (21) and the pressure sleeve (23) are respectively threaded onto the outer sides of the two screw rods (19). The fixed wheel (22) is installed at the other end of the movable bracket (21) via a rotating shaft. The drive motor (13) is installed on the outer side of one end of the prism sleeve (12) via bolts. One end of the screw rod (38) is connected to the output of the drive motor (13). The shaft key connection is used. The screw sleeve (14) is threaded onto the outer side of the screw rod (38). The outer side of the screw sleeve (14) is locked on the inner wall of the prism sleeve (12). The top of the winding machine (16) is bolted to the inner wall of the top of the fixed frame (10). One end of the flexible rope (17) is connected to the inner side of the winding machine (16). The other end of the flexible rope (17) passes between the fixed wheel (22) and the anti-reverse guard wheel (25) and extends to the bottom of the fixed frame (10).

5. The height-adaptive cable-stayed bridge cable installation lifting and hoisting device according to claim 4, characterized in that, include: Fine-tuning mechanism (101) includes tower crane base column (1), rotary control console (2) and strong cross brace (3). The rotary control console (2) is bolted to the top of the tower crane base column (1). The strong cross brace (3) is bolted to the rotary control console (2). The two ends of the strong cross brace (3) pass through the rotary control console (2). A winch (4) and a counterweight (5) are provided at one end of the strong cross brace (3). The counterweight (5) drives the winch (4) to move at one end of the strong cross brace (3) through a slide rail. A power machine (6) and a lead screw (7) are installed at the top of one end of the strong cross brace (3). The power machine (6) pushes the counterweight (5) to move laterally through the lead screw (7).

6. The height-adaptive cable-stayed bridge cable installation lifting and hoisting device according to claim 5, characterized in that: The other end of the strong cross brace (3) is equipped with a trolley (8) and a pulley block (9). The pulley block (9) is bolted to the bottom of the trolley (8). The trolley (8) drives the pulley block (9) to move horizontally at the other end of the strong cross brace (3). One end of the pulley block (9) is connected to the inside of the winch (4). The fixed frame (10) is connected to the bottom of the pulley block (9) through the load-bearing rod (11). The winch (4) lifts the fixed frame (10) and the load-bearing rod (11) by winding the steel rope on the pulley block (9).

7. The height-adaptive cable-stayed bridge cable installation lifting and hoisting device according to claim 1, characterized in that: The inner side of the inner mounting structure (24) is provided with an inner cavity and a sliding groove. The sliding groove is distributed at both ends of the inner cavity. One side of the misaligned tilting object (31) and the skewed block (32) are both stuck on the inner wall of one side of the sliding groove. The other side of the misaligned tilting object (31) and the skewed block (32) are connected to the inner wall of the other side of the sliding groove through a powerful resetter (33). The two ends of the anti-reverse guardrail (25) are installed on the inner side of the misaligned tilting object (31) through a rotating shaft. The stopping recess (30) is opened around the anti-reverse guardrail (25).

8. The height-adaptive cable-stayed bridge cable installation lifting and hoisting device according to claim 7, characterized in that: The bottom end of the vertical guide device (27) is welded to the top of the vertical pressure barrier (26). The top of the inner clamping structure (24) has a sliding opening. The top of the vertical guide device (27) passes through the sliding opening and extends to the outside of the inner clamping structure (24). The top of the vertical pressure barrier (26) is connected to the inner wall of the top of the inner cavity through an equal diameter screw (28).

9. The height-adaptive cable-stayed bridge cable installation lifting and hoisting device according to claim 8, characterized in that: The liquid-filling slow-drainage tank (34) is welded to the outer side of the inner connecting structure (24), the outer side of the Tesla baffle (36) is welded to the inner wall of the liquid-filling slow-drainage tank (34), the differential channel (37) is opened at the bottom of the Tesla baffle (36), and the differential channel (37) is a Tesla valve.

10. The height-adaptive cable-stayed bridge cable installation lifting and hoisting device according to claim 9, characterized in that: One end of the extrusion round profile (35) is integrally formed on the other side of the skewed block (32), and the other end of the extrusion round profile (35) is clamped on the inner wall of the liquid slow discharge tank (34) by a sealing ring. The distance between the extrusion round profile (35) and the Tesla stop (36) is equal to the width of the misaligned sliding object (31).

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