High cable-stayed bridge deck component feeding mechanism

By designing a high cable-stayed bridge deck member loading mechanism that includes a base, a multi-rope synchronous winch and anti-tilt support, the problem of long construction cycle and overturning risk of loading equipment in the construction of high cable-stayed bridge is solved, and efficient and safe prefabricated plate hoisting of bridge deck is achieved.

CN223226488UActive Publication Date: 2025-08-15HENAN LIUJIAN HEAVY IND CO LTD
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Patent Information

Application Number
CN202422399945.7
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-09-30
Publication Date
2025-08-15
Estimated Expiration
2034-09-30

AI Technical Summary

Technical Problem

In the construction of high cable-stayed bridges, the lifting and loading equipment has problems with long construction cycles and risk of overturning when operating on the laid bridge deck.

Method used

A high cable-stayed bridge deck member feeding mechanism is designed, including a base, a multi-rope synchronous hoist, an anti-tilt support and a walking mechanism, which can walk independently along the paved bridge deck, and the prefabricated bridge deck panel is hoisted through a multi-rope synchronous hoist, and the counterweight box provides stability and prevents overturning.

Benefits of technology

It improves the loading efficiency of prefabricated bridge decks, shortens the construction cycle, and effectively avoids the risk of overturning during lifting, ensuring the stability and safety of the equipment.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of bridge deck construction hoisting equipment, in particular to a high cable-stayed bridge deck component feeding mechanism which comprises a base. A weight box is arranged at the left end of the lower surface of the base, anti-tilting supports are arranged at the front end and the rear end of the outer side face of the base, a quadrilateral support is arranged at the right end of the upper surface of the base, a guide rod and a sliding rod are arranged at the upper end of the outer side face of the quadrilateral support, and the outer side face of the sliding rod is slidably connected with a sliding table. A rack is arranged on the upper surface of the guide rod, a controlled walking mechanism for controlling the sliding table to walk along the rack is arranged on the sliding table, and a plurality of walking mechanisms are installed on the lower surface of the base. The high cable-stayed bridge deck component feeding mechanism can automatically walk along a laid bridge deck, the feeding efficiency of bridge deck prefabricated slabs is effectively improved, the construction period of the whole cable-stayed bridge is further shortened, meanwhile, the feeding mechanism can be firmly fixed to the laid bridge deck, and the situation that the feeding mechanism overturns in the heavy object lifting process can be effectively avoided.
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Description

Technical Field

[0001] The present application relates to the technical field of bridge deck construction lifting equipment, and specifically to a loading mechanism for bridge deck components of a high cable-stayed bridge. Background Art

[0002] During the construction of a high-rise cable-stayed bridge, the pylons are typically constructed first. The main beams are then laid on either side of the pylons, and the bridge deck is then laid on top of the main beams. The installation of the bridge deck is also a crucial step in cable-stayed bridge construction. The deck serves as the roadway surface of a cable-stayed bridge, and its installation requires precise calculations and meticulous work to ensure a smooth and stable deck.

[0003] During the construction process, lifting and loading equipment is required to lift the prefabricated bridge panels of the high cable-stayed bridge to the installation site one by one. In the specific operation, a track is usually laid on the already built bridge deck, and a lifting and loading equipment that can move along the track is placed on the track. Since the track laying is more troublesome, the construction period of the high cable-stayed bridge is longer. At the same time, the lifting and loading equipment needs to be located at the front end of the paved bridge deck to quickly lift the prefabricated panels to the installation site. Therefore, there is a certain risk of overturning when the lifting and loading equipment lifts heavier prefabricated panels. Utility Model Content

[0004] The present application provides a loading mechanism for bridge deck components of a high cable-stayed bridge, which can move autonomously along the paved bridge deck, effectively improving the loading efficiency of prefabricated bridge deck slabs, thereby shortening the construction period of the entire cable-stayed bridge. At the same time, the loading mechanism can be firmly fixed on the paved bridge deck, which can effectively prevent it from overturning during the lifting of heavy objects, effectively solving the problems in the background technology.

[0005] To achieve the above-mentioned objectives, the present application provides the following technical solutions: a loading mechanism for the deck components of a high cable-stayed bridge, comprising a base; a counterweight box is provided at the left end of the lower surface of the base, and anti-roll supports are provided at both the front and rear ends of the outer side surface of the base, a quadrilateral bracket is provided at the right end of the upper surface of the base, and a guide rod and a sliding rod are provided at the upper end of the outer side surface of the quadrilateral bracket, and the number of sliding rods is not less than one, and the outer side surface of the sliding rod is slidably connected to a slide, and a multi-rope synchronous winch is installed on the upper surface of the slide, and a rack is provided on the upper surface of the guide rod, and a controlled walking mechanism for controlling its movement along the rack is provided on the slide, and the outer side surface of the base is detachably connected to a counterweight base, and multiple walking mechanisms are installed on the lower surfaces of the base and the counterweight base.

[0006] Preferably, cement balancing weight blocks are evenly stacked inside the balancing weight box, and lifting ears are provided on the outer sides of the cement balancing weight blocks.

[0007] Preferably, the anti-roll support is fixed on the bridge box.

[0008] Preferably, a support rod 1 is provided on the inner side surface of the quadrilateral bracket.

[0009] Preferably, the controlled walking mechanism includes a motor 1 installed on a slide, a gear 2 is installed on the output shaft of the motor 1, a main shaft 1 is rotatably connected to the slide, a gear 3 is provided on the outer side of the main shaft 1, gear 2 is meshed with gear 3, and a gear 1 is provided at the end of the main shaft 1, which is meshed with the rack.

[0010] Preferably, the ends of the guide rod and the sliding rod are connected together through a baffle, and the lower surface of the guide rod is connected to the outer side surface of the quadrilateral bracket through a second support rod.

[0011] Preferably, the anti-roll support includes a hydraulic telescopic rod 2, the base is rotatably connected to the hydraulic telescopic rod 2 through a hinge support 1 set at the lower end of its outer side surface, the telescopic end of the hydraulic telescopic rod 2 is installed with a grab hook, the hydraulic telescopic rod 2 is rotatably connected to the hydraulic telescopic rod 1 through a hinge support 2 set on its outer side surface, and the other end of the hydraulic telescopic rod 1 is rotatably connected to the outer side surface of the base through a hinge support 3.

[0012] Preferably, the walking mechanism includes a mounting seat installed on the lower surface of the base and the counterweight base, the lower surface of the mounting seat is rotatably connected to a hydraulic telescopic rod three, the upper end of the outer side surface of the hydraulic telescopic rod three is provided with a gear four, the lower surface of the mounting seat is provided with a motor two, the output shaft of the motor two is connected to a gear five, the gear five is engaged with the gear four, the telescopic end of the hydraulic telescopic rod three is installed with a wheel bracket, the lower end of the outer side surface of the wheel bracket is rotatably connected to the main shaft two, the end of the main shaft two is installed with a steel traveling wheel, the outer side surface of the main shaft two is sleeved with a gear six, the outer side surface of the wheel bracket is provided with a motor three, the output shaft of the motor three is connected to gear seven, and the gear seven is engaged with gear six.

[0013] Compared with the prior art, the present invention has the following advantages:

[0014] 1. The loading mechanism for the deck components of this high cable-stayed bridge can move autonomously along the paved bridge deck, effectively improving the loading efficiency of the precast deck slabs and thereby shortening the construction period of the entire cable-stayed bridge. At the same time, the loading mechanism can be securely fixed to the paved bridge deck, effectively preventing it from overturning during the lifting of heavy objects.

[0015] 2. When the position of the loading mechanism needs to be moved, the traveling mechanism extends to lift the base, and then the traveling mechanism moves the base to the newly laid bridge deck, fixes the anti-roll support on the main beam of the newly laid bridge deck, and the multi-rope synchronous winch slides out along the guide rod and the slide rod, and the multi-rope synchronous winch hoists the prefabricated bridge deck to be installed to the corresponding installation position. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 This is a schematic diagram of the structure of this application;

[0017] Figure 2 This is the main view of this application;

[0018] Figure 3 This is a schematic diagram of the connection between the base and the counterweight base;

[0019] Figure 4 This is the right view of this application;

[0020] Figure 5 It is a structural diagram of the walking mechanism.

[0021] In the figure: 1 counterweight box, 2 lifting eye, 3 cement counterweight, 4 quadrilateral bracket, 5 support rod 1, 6 rack, 7 guide rod, 8 slide bar, 9 multi-rope synchronous winch, 10 slide, 11 baffle, 12 support rod 2, 13 anti-roll support, 131 hydraulic telescopic rod 1, 132 hydraulic telescopic rod 2, 133 grab hook, 14 base, 15 gear 1, 16 counterweight base, 17 gear 2, 18 motor 1, 19 main shaft 1, 20 gear 3, 21 walking mechanism, 211 gear 4, 212 hydraulic telescopic rod 3, 213 mounting base, 214 motor 2, 215 gear 5, 216 motor 3, 217 main shaft 2, 218 gear 6, 219 steel traveling wheel, 2110 gear 7, 2111 wheel bracket. DETAILED DESCRIPTION

[0022] The following will be combined with the drawings in the embodiments of this application to clearly and completely describe the technical solutions in the embodiments of this application. Obviously, the embodiments described are only part of the embodiments of this application, not all of the embodiments. Based on the embodiments in this application, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of this application.

[0023] In the description of this application, if the direction description is involved, for example, the direction or position relationship indicated by "up", "down", "front", "back", "left", "right", etc. is based on the attached Figure 2 The orientations or positional relationships shown are for the purpose of facilitating the description of this application and simplifying the description. They do not indicate or imply that the devices or components referred to must have a specific orientation, be constructed, or operate in a specific orientation. Therefore, they should not be construed as limiting this application. When a feature is referred to as being "disposed," "fixed," or "connected" to another feature, it may be directly disposed, fixed, or connected to the other feature or indirectly disposed, fixed, or connected to the other feature.

[0024] See also Figure 1-5The present application provides the following technical solutions: a loading mechanism for the deck components of a high cable-stayed bridge, comprising a base 14; a counterweight box 1 is provided at the left end of the lower surface of the base 14, and anti-roll supports 13 are provided at the front and rear ends of the outer side surface of the base 14, and a quadrilateral bracket 4 is provided at the right end of the upper surface of the base 14. A guide rod 7 and a slide rod 8 are provided at the upper end of the outer side surface of the quadrilateral bracket 4, and the number of slide rods 8 is not less than one. The outer side surface of the slide rod 8 is slidably connected to a slide 10, and a multi-rope synchronous winch 9 is installed on the upper surface of the slide 10. A rack 6 is provided on the upper surface of the guide rod 7, and a controlled walking mechanism for controlling it to move along the rack 6 is provided on the slide 10. The outer side surface of the base 14 is detachably connected to a counterweight base 16, and a plurality of walking mechanisms 21 are installed on the lower surfaces of the base 14 and the counterweight base 16.

[0025] Specifically, when the position of the loading mechanism needs to be moved, the traveling mechanism 21 extends to lift the base 14, and then the traveling mechanism 21 moves the base 14 to the newly laid bridge deck, fixes the anti-roll support 13 on the main beam of the newly laid bridge deck, and the multi-rope synchronous winch 9 slides out along the guide rod 7 and the slide rod 8, and the multi-rope synchronous winch 9 hoists the prefabricated bridge deck to be installed to the corresponding installation position.

[0026] More specifically, when the bridge deck to be hoisted is too heavy, the counterweight base 16 is moved to the side of the base 14, and then the two are fixed together using a connecting plate, which is installed on the outer side of the counterweight base 16 and the base 14 by bolts.

[0027] More specifically, a hanging bracket is provided at the lower end of the cable of the multi-rope synchronous winch 9. The hanging bracket is a plurality of groups of positioning fixtures that can clamp the prefabricated bridge deck to be hoisted from the front and rear directions.

[0028] Furthermore, cement balancing weights 3 are evenly stacked inside the balancing weight box 1 , and lifting ears 2 are provided on the outer sides of the cement balancing weights 3 .

[0029] Specifically, the cement counterweight 3 is pressed on the left end of the upper surface of the base 14, which can effectively prevent the base 14 from tipping over during use.

[0030] Furthermore, the anti-roll support 13 is fixed on the bridge box.

[0031] Specifically, the anti-roll support 13 is clamped on the laid bridge box from the front and rear ends, thereby further preventing the base 14 from overturning.

[0032] Furthermore, a support rod 5 is provided on the inner side of the quadrilateral bracket 4 .

[0033] Specifically, the provision of the support rod 5 can improve the structural strength of the quadrilateral bracket 4.

[0034] Furthermore, the controlled walking mechanism includes a motor 18 installed on the slide 10, and the output shaft of the motor 18 is installed with a gear 2 17. The slide 10 is rotatably connected to a main shaft 19, and the outer side surface of the main shaft 19 is provided with a gear 3 20. The gear 2 17 is engaged with the gear 3 20. The end of the main shaft 19 is provided with a gear 15, and the gear 15 is engaged with the rack 6.

[0035] Specifically, motor 18 drives gear 2 17 to rotate through its output shaft, gear 2 17 drives gear 3 20 engaged therewith to rotate, gear 3 20 drives main shaft 19 to rotate, main shaft 19 drives two gears 15 to rotate synchronously, and gear 15 moves along the rack 6, thereby realizing the controllable position movement of the slide 10.

[0036] Furthermore, the ends of the guide rod 7 and the sliding rod 8 are connected together through a baffle 11 , and the lower surface of the guide rod 7 is connected to the outer side surface of the quadrilateral bracket 4 through a second support rod 12 .

[0037] Specifically, the provision of the baffle 11 can effectively prevent the slide 10 from being separated from the guide rod 7 and the slide rod 8 , and the provision of the second support rod 12 increases the compressive resistance of the quadrilateral bracket 4 .

[0038] Furthermore, the anti-roll support 13 includes a hydraulic telescopic rod 2 132, and the base 14 is rotatably connected to the hydraulic telescopic rod 2 132 through a hinge support 1 set at the lower end of its outer side surface. The telescopic end of the hydraulic telescopic rod 2 132 is installed with a grab hook 133, and the hydraulic telescopic rod 2 132 is rotatably connected to the hydraulic telescopic rod 1 131 through a hinge support 2 set on its outer side surface. The other end of the hydraulic telescopic rod 131 is rotatably connected to the outer side surface of the base 14 through a hinge support 3.

[0039] Specifically, after the position of the base 14 is moved, the hydraulic telescopic rod 132 is extended to push out the grab hook 133, and then the hydraulic telescopic rod 131 is extended to drive the hydraulic telescopic rod 132 to rotate so that the grab hook 133 can be rotated to the two ends of the bridge box. The hydraulic telescopic rod 132 contracts to clamp the grab hook 133 on the outer side of the bridge box, thereby realizing the positioning of the base 14. The inner side of the grab hook 133 is provided with a rubber layer to prevent the bridge deck from being crushed.

[0040] Furthermore, the walking mechanism 21 includes a mounting base 213 mounted on the lower surface of the base 14 and the counterweight base 16, the lower surface of the mounting base 213 is rotatably connected to a hydraulic telescopic rod three 212, the upper end of the outer surface of the hydraulic telescopic rod three 212 is provided with a gear four 211, the lower surface of the mounting base 213 is provided with a motor two 214, the output shaft of the motor two 214 is connected to a gear five 215, the gear five 215 is engaged with the gear four 211, the telescopic end of the hydraulic telescopic rod three 212 is installed with a wheel bracket 2111, the lower end of the outer surface of the wheel bracket 2111 is rotatably connected to the main shaft two 217, the end of the main shaft two 217 is installed with a steel traveling wheel 219, the outer surface of the main shaft two 217 is sleeved with a gear six 218, the outer surface of the wheel bracket 2111 is provided with a motor three 216, the output shaft of the motor three 216 is connected to the gear seven 2110, and the gear seven 2110 is engaged with the gear six 218.

[0041] Specifically, when the position of the mobile base 14 is moved, the hydraulic telescopic rod three 212 is extended to place the steel traveling wheel 219 on the bridge deck, and then the motor three 216 is started, and the motor three 216 drives the gear seven 2110 to rotate, and the gear seven 2110 drives the gear six 218 engaged therewith to rotate, and the gear six 218 drives the main shaft two 217 to rotate. When the main shaft two 217 rotates, the steel traveling wheel 219 is moved.

[0042] More specifically, when the position of the steel traveling wheel 219 needs to be rotated, the motor 214 drives the gear 5 215 to rotate, the gear 5 215 drives the gear 4 211 engaged therewith to rotate, and the gear 4 211 drives the main shaft 217 to rotate, thereby realizing the steering of the steel traveling wheel 219.

[0043] During use: When lifting the prefabricated bridge panel, first the multi-rope synchronous winch 9 places the hanging bracket on the prefabricated bridge panel on the ground through the steel cable, and fixes the hanging bracket on the front and rear sides of the outer side of the prefabricated bridge panel. The left and right sides of the prefabricated bridge panel are used for assembly. The multi-rope synchronous winch 9 reels the steel cable to lift the prefabricated bridge panel to the installation station, and then the prefabricated bridge panel can be installed.

[0044] After the installation of the new bridge deck is completed, the base 14 is moved to the new bridge deck by the traveling mechanism 21 so that the next prefabricated bridge deck can be hoisted.

[0045] It is worth noting that the hydraulic telescopic rod 1 131 , the hydraulic telescopic rod 2 132 and the hydraulic telescopic rod 3 212 are all connected to an external hydraulic station, which is used to control the extension and retraction of the hydraulic telescopic rod 1 131 , the hydraulic telescopic rod 2 132 and the hydraulic telescopic rod 3 212 .

[0046] The input ends of the multi-rope synchronous hoist 9, motor 1 18, motor 2 214 and motor 3 216 are all electrically connected to the output end of the external power supply.

[0047] Although the embodiments of the present application have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and variations may be made to these embodiments without departing from the principles and spirit of the present application, and the scope of the present application is defined by the appended claims and their equivalents.

Claims

1. A loading mechanism for deck components of a high cable-stayed bridge, characterized by: The invention comprises a base (14); a counterweight box (1) is provided at the left end of the lower surface of the base (14); anti-tilt supports (13) are provided at the front and rear ends of the outer side surface of the base (14); a quadrilateral bracket (4) is provided at the right end of the upper surface of the base (14); a guide rod (7) and a slide rod (8) are provided at the upper end of the outer side surface of the quadrilateral bracket (4); the number of the slide rods (8) is not less than one; the outer side surface of the slide rod (8) is slidably connected to a slide (10); a multi-rope synchronous winch (9) is installed on the upper surface of the slide (10); a rack (6) is provided on the upper surface of the guide rod (7); a controlled walking mechanism for controlling the slide (10) to walk along the rack (6); the outer side surface of the base (14) is detachably connected to a counterweight base (16); and a plurality of walking mechanisms (21) are installed on the lower surfaces of the base (14) and the counterweight base (16).

2. The high cable-stayed bridge deck member loading mechanism according to claim 1, characterized in that: Cement counterweight blocks (3) are evenly stacked inside the counterweight box (1), and lifting ears (2) are provided on the outer sides of the cement counterweight blocks (3).

3. The high cable-stayed bridge deck member loading mechanism according to claim 1, characterized in that: The anti-tilt support (13) is fixed on the bridge box.

4. The high cable-stayed bridge deck member loading mechanism according to claim 1, characterized in that: A support rod 1 (5) is provided on the inner side surface of the quadrilateral bracket (4).

5. The high cable-stayed bridge deck member loading mechanism according to claim 1, characterized in that: The controlled walking mechanism includes a motor 1 (18) mounted on a slide (10), a gear 2 (17) mounted on an output shaft of the motor 1 (18), a main shaft 1 (19) rotatably connected to the slide (10), a gear 3 (20) being provided on the outer side surface of the main shaft 1 (19), the gear 2 (17) being meshed with the gear 3 (20), and a gear 1 (15) being provided at the end of the main shaft 1 (19), the gear 1 (15) being meshed with the rack (6).

6. The high cable-stayed bridge deck member loading mechanism according to claim 1, characterized in that: The ends of the guide rod (7) and the sliding rod (8) are connected together via a baffle (11), and the lower surface of the guide rod (7) is connected to the outer side surface of the quadrilateral bracket (4) via a second support rod (12).

7. The high cable-stayed bridge deck member loading mechanism according to claim 3, characterized in that: The anti-roll support (13) includes a hydraulic telescopic rod 2 (132), the base (14) is rotatably connected to the hydraulic telescopic rod 2 (132) via a hinge support 1 arranged at the lower end of the outer side surface thereof, a grab hook (133) is installed at the telescopic end of the hydraulic telescopic rod 2 (132), the hydraulic telescopic rod 2 (132) is rotatably connected to the hydraulic telescopic rod 1 (131) via a hinge support 2 arranged at the outer side surface thereof, and the other end of the hydraulic telescopic rod 1 (131) is rotatably connected to the outer side surface of the base (14) via a hinge support 3.

8. The high cable-stayed bridge deck member loading mechanism according to claim 1, characterized in that: The walking mechanism (21) includes a mounting seat (213) mounted on the lower surface of the base (14) and the counterweight base (16), the lower surface of the mounting seat (213) is rotatably connected to a hydraulic telescopic rod three (212), the upper end of the outer surface of the hydraulic telescopic rod three (212) is provided with a gear four (211), the lower surface of the mounting seat (213) is provided with a motor two (214), the output shaft of the motor two (214) is connected to a gear five (215), the gear five (215) is meshed with the gear four (211), and the hydraulic telescopic rod three The telescopic end of (212) is provided with a wheel bracket (2111), the lower end of the outer side surface of the wheel bracket (2111) is rotatably connected to the second main shaft (217), the end of the second main shaft (217) is provided with a steel traveling wheel (219), the outer side surface of the second main shaft (217) is sleeved with a sixth gear (218), the outer side surface of the wheel bracket (2111) is provided with a third motor (216), the output shaft of the third motor (216) is connected to a seventh gear (2110), and the seventh gear (2110) is meshed with the sixth gear (218).