Steel bridge flange hoisting system
By setting up a steel trestle and hoisting device under one flange of the main body of the steel bridge, the efficient hoisting of the steel bridge flange was achieved, solving the problems of high construction difficulty and high material input, and improving construction efficiency and safety.
Patent Information
- Application Number
- CN202520835219.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-04-29
- Publication Date
- 2026-03-06
- Estimated Expiration
- 2035-04-29
AI Technical Summary
In bridge construction, when steel bridges are long, heavy, and have limited working space, existing technologies require the steel bridge to be divided into the main body and flanges for separate hoisting, which leads to high construction difficulty and material input, and makes it difficult to carry out construction in places where it is not convenient to build steel trestle bridges.
Design a steel bridge flange hoisting system, including a steel trestle and a hoisting device. The steel trestle is set under the flange on one side of the main body of the steel bridge. The hoisting device includes a hoisting moving frame, a translation component and a lifting component. The steel bridge flanges on both sides are transported through the steel trestle on one side and hoisted by the hoisting device, thereby reducing the construction area of the steel trestle.
The system allows for the fulfillment of overall installation requirements by simply erecting a steel trestle under one side flange, reducing the area required for the steel trestle, lowering construction difficulty and material input, and improving construction efficiency and safety.
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Figure CN223973741U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of steel bridge hoisting technology, specifically to a steel bridge flange hoisting system. Background Technology
[0002] Steel bridges are widely used in bridge construction. When installing steel bridges, it is generally necessary to first fabricate steel bridge segments and then use equipment such as cranes for hoisting. However, when the steel bridge is long in the transverse direction, has a large mass, and has a small working space, it is necessary to divide the steel bridge into the main body and the steel bridge flanges for hoisting operations. However, dividing the steel bridge into the main body and the steel bridge flanges makes transportation more convenient.
[0003] During bridge construction, steel trestle bridges need to be erected to meet traffic and transportation needs. If steel bridge flange hoisting operations are to be carried out, the erection of a typical steel trestle bridge needs to cover the entire overhead projection of the steel bridge to meet the requirements of the steel bridge flange hoisting operation. Moreover, it is not easy to carry out construction work in places where it is inconvenient to erect steel trestle bridges, which increases the construction difficulty and material input.
[0004] Therefore, in order to address the above problems, a steel bridge flange hoisting system is proposed. Utility Model Content
[0005] This invention addresses the shortcomings of existing technologies by developing a steel bridge flange hoisting system. This system enables the overall installation of steel bridges to be completed by erecting a steel trestle under one flange, thereby reducing the area required for the trestle, construction difficulty, and material input.
[0006] To achieve the above objectives, this utility model employs the following technical solution:
[0007] A steel bridge flange hoisting system includes a steel trestle and a hoisting device. The steel trestle is located below the flange on one side of the main body of the steel bridge, and the length direction of the steel trestle is parallel to the length direction of the steel bridge. The hoisting device includes a hoisting moving frame, which is slidably mounted on the main body of the steel bridge along its length direction. A translation component is slidably mounted on the hoisting moving frame, and the movement direction of the translation component is horizontal and perpendicular to the length direction of the steel bridge. A lifting component is mounted on the translation component, and the lifting component is used to connect to the steel bridge flange and drive the steel bridge flange to rise and fall.
[0008] Preferably, steel rails are installed on both sides of the upper end of the main body of the steel bridge along the length of the main body, and a hoisting and moving frame is movably connected on the steel rails.
[0009] Preferably, several anchoring lugs are provided on both sides of each rail. The anchoring lugs on the same side of the rail are arranged parallel to the length of the rail. Anchoring holes are provided on the anchoring lugs, and the anchoring holes are connected to the hoisting and moving frame through anchoring components.
[0010] Preferably, the hoisting mobile frame includes a truss, with legs installed at the front and rear ends on both sides of the bottom of the truss. The bottom of the legs is movably connected to the rails via a movable component. The legs on the same side of the rail are connected by longitudinal bars, and the bottom of the legs is inclined in the forward and backward direction of the hoisting mobile frame. An upper inclined support is installed between the legs and the truss, and a lower inclined support is installed between the legs and the longitudinal bars. The truss as a whole adopts a steel structure frame, and a slide rail is installed at the bottom of the truss. The length direction of the slide rail is perpendicular to the length direction of the rails, and a translation component is movably connected to the slide rail.
[0011] Preferably, the moving component includes a wheel box located at the bottom of the outriggers. A moving power component is mounted on the wheel box, and the output end of the moving power component is connected to a steel wheel. The steel wheel is rotatably mounted on the wheel box and is in rolling connection with the rail, so as to drive the hoisting moving frame to move along the length of the rail.
[0012] Preferably, the translational component includes traveling wheels, which are movably mounted on a slide rail. A hoisting trolley is installed at the bottom of the traveling wheels, and a lifting component is installed at the bottom of the hoisting trolley. The traveling wheels include at least two sets, which are evenly distributed on the upper side of the hoisting trolley.
[0013] Preferably, the lifting assembly includes an electric hoist, the lifting end of which is equipped with a hanger for connecting the flange of the steel bridge; the electric hoist includes at least two sets, which are evenly arranged on the underside of the hoisting trolley, and each set of electric hoists is equipped with a hanger at its lifting end.
[0014] Preferably, the anchoring assembly includes anchor plates, which are set at the bottom of the outriggers. Two anchor plates are set on each outrigger. The anchor plates are located above the anchoring lugs on both sides of the rail. Anchors are connected to anchors by anchor rods on the anchors. Through holes corresponding to the anchoring holes are opened on the anchors, and the anchoring holes and through holes are connected by pins.
[0015] The effects provided in the utility model description are merely those of the embodiments, and not all the effects of the utility model. The above technical solution has the following advantages:
[0016] This utility model, by setting up a steel trestle and a hoisting device, with the steel trestle positioned below the flange on one side of the main body of the steel bridge and the hoisting device positioned on the main body of the steel bridge, allows the steel bridge flanges on both sides to be transported via the steel trestle on one side and the steel bridge flanges on both sides of the main body of the steel bridge to be hoisted by the hoisting device. This reduces the construction area of the steel trestle and improves the economy and construction efficiency of the steel bridge construction.
[0017] By setting up a hoisting mobile frame, which is a steel frame structure, the overall stability is good while reducing the overall weight. The outriggers of the hoisting mobile frame are set outward and upper and lower inclined supports are set to provide auxiliary support for the outriggers, thereby improving the overall safety and stability of the hoisting mobile frame.
[0018] By setting anchoring lugs and anchoring components, the anchoring lugs and anchoring components can be temporarily connected and positioned to prevent the entire device from moving during hoisting. At the same time, it can prevent the hoisting mobile frame from overturning or causing other safety problems, thus improving the safety of the device. Attached Figure Description
[0019] The accompanying drawings are provided to further understand the present invention and form part of the specification. They are used together with the embodiments of the present invention to explain the present invention and do not constitute a limitation thereof.
[0020] Figure 1 This is a top view of the steel bridge segments and steel trestle bridge according to an embodiment of the present utility model;
[0021] Figure 2 This is a schematic cross-sectional view of a steel bridge according to an embodiment of the present utility model;
[0022] Figure 3 This is a front view schematic diagram of the overall structure of an embodiment of this utility model;
[0023] Figure 4 This is a side view of the overall structure of an embodiment of the present utility model;
[0024] Figure 5 This is a top view of the overall structure of an embodiment of the present utility model;
[0025] Figure 6 This is a front view structural diagram of the hoisting device according to an embodiment of the present utility model;
[0026] Figure 7 This is a side view of the hoisting device according to an embodiment of the present utility model;
[0027] Figure 8 This is a front view of the connection structure of the mobile component according to an embodiment of the present utility model;
[0028] Figure 9 This is a side view of the connection structure of the mobile component in an embodiment of the present invention.
[0029] In the diagram, 1. Steel bridge flange; 2. Steel bridge main body; 3. Truss; 4. Outrigger; 5. Electric hoist; 6. Traveling wheel; 7. Hoisting crane; 8. Hanger; 9. Anchor bolt; 10. Anchor lug; 11. Wheel box; 12. Rail; 13. Movable power component; 14. Steel wheel; 15. Steel trestle; 16. Longitudinal rod; 17. Upper inclined support; 18. Lower inclined support; 19. Slide rail; 20. Anchor plate; 21. Pin. Detailed Implementation
[0030] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.
[0031] like Figures 1-9 As shown, this utility model provides a technical solution:
[0032] A steel bridge flange 1 hoisting system includes a steel trestle 15 and a hoisting device. The steel trestle 15 is located below one flange of the steel bridge body 2, that is, below the flange of the steel bridge body 2 to be installed, for transporting the flange to be installed, and the length direction of the steel trestle 15 is parallel to the length direction of the steel bridge. The hoisting device includes a hoisting moving frame, which is slidably mounted on the steel bridge body 2 along the length direction of the steel bridge body 2. A translation component is slidably mounted on the hoisting moving frame. The movement direction of the translation component is horizontal to the ground and perpendicular to the length direction of the steel bridge. A lifting component is mounted on the translation component. The lifting component is used to connect the steel bridge flange 1 and drive the steel bridge flange 1 to move up and down.
[0033] In an optional embodiment, steel rails 12 are provided on both sides of the upper end of the steel bridge body 2 along the length direction of the steel bridge body 2. Preferably, the steel rails 12 are symmetrically arranged about the centerline of the steel bridge body 2, and a hoisting mobile frame is movably arranged on the steel rails 12, which can move along the steel rails 12.
[0034] In one optional embodiment, several anchoring lugs 10 are arranged on the steel bridge body 2 on both sides of each rail 12. The arrangement direction of the anchoring lugs 10 on the same side of the rail 12 is parallel to the length direction of the rail 12. Anchoring holes are formed on the anchoring lugs 10, and the axes of the anchoring holes are perpendicular to the length direction of the rail 12. The anchoring holes are temporarily connected to the hoisting moving frame through anchoring components to temporarily limit the position of the hoisting moving frame. In another embodiment, the anchoring lugs 10 are set as long strips, with their length direction parallel to the length direction of the rail 12, and are arranged on the steel bridge body 2 on both sides of each rail 12. Several anchoring holes are evenly formed on the anchoring lugs 10 along their length direction for temporary connection to the hoisting moving frame, which reduces the labor intensity during the installation of the anchoring lugs 10 and improves efficiency.
[0035] In an optional embodiment, the hoisting mobile frame includes a truss 3. Support legs 4 are provided at both the front and rear ends of the bottom sides of the truss 3, i.e., at least four support legs 4. The bottom of each support leg 4 is movably connected to a rail 12 via a movable component. The bottoms of the support legs 4 on the same side of the rail 12 are connected by a longitudinal rod 16. The length direction of the longitudinal rod 16 is parallel to the length direction of the rail 12, and the bottoms of the front and rear support legs 4 are inclined in the front-to-back direction of the hoisting mobile frame, making the side of the hoisting mobile frame an isosceles trapezoid. An upper inclined support 17 is provided between the support legs 4 and the truss 3, and a lower inclined support 18 is provided between the support legs 4 and the longitudinal rod 16 to improve the stability of the support. The truss 3 is constructed entirely of steel frame, and a slide rail 19 is provided at the bottom of the truss 3. The length direction of the slide rail 19 is perpendicular to the length direction of the rail 12, and a translational component is movably connected to the slide rail 19.
[0036] In an optional embodiment, the moving component includes a wheel box 11 disposed at the bottom of the outrigger 4. A moving power component 13 is disposed on the wheel box 11. The moving power component 13 is a motor. The output end of the moving power component 13 is connected to a steel wheel 14 through a reducer to drive the steel wheel 14 to rotate. The steel wheel 14 is rotatably disposed on the wheel box 11 and is tactilely connected to the rail 12 so as to drive the hoisting moving frame to move along the length direction of the rail 12.
[0037] In an optional embodiment, the translational component includes a traveling wheel 6, which is movably mounted on a slide rail 19. A hoisting trolley 7 is mounted at the bottom of the traveling wheel 6, and a lifting component is mounted at the bottom of the hoisting trolley 7. The traveling wheel 6 includes at least two sets, which are evenly distributed on the upper side of the hoisting trolley 7 to improve the stability of the hoisting and further enhance safety.
[0038] In an optional embodiment, the lifting assembly includes an electric hoist 5, with a hanger 8 provided at the lifting end of the electric hoist 5 for connecting the steel bridge flange 1; the electric hoist 5 includes at least two sets, evenly arranged on the lower side of the hoisting trolley 7, with a hanger 8 provided at the lifting end of each set of electric hoists 5; preferably, the electric hoist 5 is slidably mounted on the hoisting trolley 7, and the sliding direction is parallel to the length direction of the rail 12, so as to fine-tune the front and rear positions of the steel bridge flange 1, thereby improving the accuracy and efficiency of installation.
[0039] In an optional embodiment, the anchoring assembly includes anchor plates 20, which are disposed on both sides of the bottom of the outrigger 4. Preferably, two anchor plates 20 are disposed on each outrigger 4. The anchor plates 20 are respectively located above the anchoring lugs 10 on both sides of the rail 12. Anchors 20 are connected to anchor members by anchor rods 9. The anchor members have through holes corresponding to the anchoring holes. The anchoring holes and through holes are connected by pins 21 to achieve temporary positioning of the hoisting mobile frame on the rail 12. Preferably, the anchor rods 9 are double-ended bolts. The height of the anchor members can be adjusted by adjusting the position of the nuts so that the anchoring holes and through holes are aligned, thereby improving the practicality of the device.
[0040] Working principle: The working process is divided into flange hoisting with a steel trestle 15 below the flange and flange hoisting without a steel trestle 15 below the flange. Before hoisting, the moving power component 13 drives the steel wheel 14 to roll on the steel rail 12, thereby driving the entire hoisting device to move to the flange hoisting position. The anchoring component is connected to the anchoring lug 10 welded to the main body of the steel bridge 2 through the pin 21, completing the anchoring of the device, i.e., temporary positioning, to prevent the device from overturning during hoisting. Problem: When the flange of the steel trestle 15 is located below the hoisting position, the flange to be assembled is transported to the location directly below the hoisting position via the steel trestle 15. The traveling wheels 6 drive the electric hoist 5, the hoisting trolley 7, and the lifting frame 8 to the location above the hoisting position. The electric hoist 5 then lowers the lifting frame 8, which is connected to the flange via a connecting shaft. After the connection is complete, the electric hoist 5 lifts the flange vertically to the installation position. The flange to be assembled is then welded to the main body of the steel bridge 2. After installation, the connection between the lifting frame 8 and the flange is released. When hoisting the flange without the steel trestle 15 below, the flange to be assembled is transported via the steel trestle 15 to the side of the flange installation position with the steel trestle 15 below. The traveling wheels 6 drive the electric hoist 5, the hoisting trolley 7, and the lifting frame 8 to above the flange transport position. The electric hoist 5 operates, lowering the lifting frame 8. The lifting frame 8 is connected to the flange via a connecting shaft. After the connection is completed, the electric hoist 5 operates, vertically lifting the flange to the predetermined height. Then, the traveling wheels 6 of the trolley drive the electric hoist 5, the hoisting trolley 7, and the lifting frame 8 to... The steel bridge flange 1 is transferred to the flange installation position on the side of the steel trestle 15. The electric hoist 5 lowers the steel bridge flange 1 to the assembly height. After the assembled flange is welded to the main body of the steel bridge 2, the connection between the hanger 8 and the flange is released. The installation of the remaining beam segments is carried out by repeating the above steps. It should be noted that the flange on the side of the steel trestle 15 below is hoisted first, and then the flange on the side of the steel trestle 15 below is hoisted to avoid the steel bridge flange 1 installed first interfering with the subsequent installation.
[0041] Any aspects of this utility model that are not detailed herein are conventional technical means known to those skilled in the art.
[0042] In the description of this utility model, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", etc., indicating the orientation or positional relationship are based on the orientation or positional relationship shown in the accompanying drawings, and are only for the convenience of describing this utility model and simplifying the description, and are not intended to indicate or imply that the device or component referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of this utility model.
[0043] Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of this utility model, "multiple" means two or more, unless otherwise explicitly specified.
[0044] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.
[0045] Finally, it should be noted that the above description is merely a preferred embodiment of this utility model and is not intended to limit the utility model. Although the utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of this utility model should be included within the protection scope of this utility model.
Claims
1. A steel bridge beam flange hoisting system, comprising a steel trestle (15) and a hoisting device, characterized in that, the steel trestle (15) is arranged below the flange on one side of the steel bridge beam body (2), and the length direction of the steel trestle (15) is parallel to the length direction of the steel bridge beam; the hoisting device comprises a hoisting moving frame, which is slidingly arranged on the steel bridge beam body (2) along the length direction of the steel bridge beam body (2), a translation assembly is slidingly arranged on the hoisting moving frame, the moving direction of the translation assembly is perpendicular to the length direction of the steel bridge beam, a lifting assembly is arranged on the translation assembly, and the lifting assembly is used for connecting the steel bridge beam flange (1) and driving the steel bridge beam flange (1) to lift.
2. A steel bridge beam flange (1) hoisting system according to claim 1, characterized in that: Steel rails (12) are arranged on both sides of the upper end of the steel bridge beam body (2) along the length direction of the steel bridge beam body (2), and the hoisting moving frame is movably connected to the steel rails (12).
3. A steel bridge beam flange (1) hoisting system according to claim 2, characterized in that: A plurality of anchoring lugs (10) are arranged on the steel bridge beam body on both sides of each steel rail (12), the arrangement direction of the anchoring lugs (10) on the same side of the steel rail (12) is parallel to the length direction of the steel rail (12), an anchoring hole is formed in the anchoring lug (10), and the anchoring hole is connected to the hoisting moving frame through an anchoring assembly.
4. A steel bridge beam flange (1) hoisting system according to claim 3, characterized in that: The hoisting moving frame comprises a truss (3), legs (4) are arranged at the front and rear ends of the bottom of the truss (3), the bottom of the leg (4) is movably connected to the steel rail (12) through a moving assembly, the legs (4) on the same side of the steel rail (12) are connected through longitudinal rods (16), the bottom of the leg (4) is inclined to the front and rear directions of the hoisting moving frame, an upper inclined support (17) is arranged between the leg (4) and the truss (3), and a lower inclined support (18) is arranged between the leg (4) and the longitudinal rod (16). The truss (3) is a steel structure frame as a whole, a slide rail (19) is arranged at the bottom of the truss (3), the length direction of the slide rail (19) is perpendicular to the length direction of the steel rail (12), and the translation assembly is movably connected to the slide rail (19).
5. A steel bridge beam flange (1) hoisting system according to claim 4, characterized in that: The moving assembly comprises a wheel box (11) arranged at the bottom of the leg (4), a moving power member (13) is arranged on the wheel box (11), the output end of the moving power member (13) is connected to a steel wheel (14), the steel wheel (14) is rotatably arranged on the wheel box (11), and the steel wheel (14) is rollingly connected to the steel rail (12).
6. A steel bridge beam flange (1) hoisting system according to claim 5, characterized in that: The translation assembly comprises walking hangers (6) movably arranged on the slide rail (19), a hoisting trolley (7) is arranged at the bottom of the walking hanger (6), and a lifting assembly is arranged at the bottom of the hoisting trolley (7); the walking hangers (6) comprise at least two groups and are uniformly arranged on the upper side of the hoisting trolley (7).
7. A steel bridge beam flange (1) hoisting system according to claim 6, characterized in that: The lifting assembly comprises electric hoists (5), lifting frames (8) are arranged at the lifting ends of the electric hoists (5), and the lifting frames (8) are used for connecting the steel bridge beam flange (1); the electric hoists (5) comprise at least two groups and are uniformly arranged on the lower side of the hoisting trolley (7), and the lifting end of each group of electric hoists (5) is provided with a lifting frame (8).
8. A steel bridge beam flange (1) hoisting system according to claim 6, characterized in that: The anchoring assembly comprises anchor plates (20) arranged at the bottom of the legs (4), two anchor plates (20) are arranged on each leg (4), the anchor plates (20) are respectively arranged above the anchoring lug plates (10) on both sides of the steel rail (12), the anchor plates (20) are connected with anchor members through anchor rods (9), the anchor members are provided with through holes corresponding to the anchor holes, and the anchor holes and the through holes are connected through pin shafts (21).