Steel structure bridge reinforcing device
By designing steel structure bridge reinforcement devices with support parts, reinforcement parts, side pulling parts and cable-stayed components, the problem of transportation difficulties of existing reinforcement devices is solved, rapid installation and efficient reinforcement of bridges are achieved, and the load-bearing capacity and stability of bridges are improved.
Patent Information
- Application Number
- CN202510770834.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-06-10
- Publication Date
- 2025-08-15
- Estimated Expiration
- Not applicable · inactive patent
AI Technical Summary
The support blocks of existing steel structure bridge reinforcement devices have large sizes, difficult transportation, and affect the reinforcement efficiency.
A steel structure bridge reinforcement device including a support part, a reinforcement part, a side pulling part and a cable-stayed assembly is designed to achieve rapid installation and disassembly through a quick-installation assembly, and the rigidity and stability of the bridge are improved by using a sliding assembly and a cable-stayed assembly.
It realizes rapid installation and disassembly of supporting components, reduces transportation difficulties, improves the load-bearing capacity and stability of the bridge, and extends the service life.
Smart Images

Figure CN120486277A_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the technical field of steel structure bridge reinforcement, in particular to a steel structure bridge reinforcement device. Background Art
[0002] Steel structure bridges are bridges that use steel as the primary load-bearing material and are widely used in highways, railways, and urban transportation. Their main components, such as beams, trusses, and arches, are made of steel plates or steel sections. They have the characteristics of high strength, light weight, and good ductility. Steel structure bridges are fast to construct and can be prefabricated and assembled, making them suitable for large-span designs such as suspension bridges and cable-stayed bridges. The uniformity and plasticity of steel give them excellent seismic performance. When a steel structure bridge is used for a long time, it will be affected by factors such as vibration and deform. It needs to be reinforced and maintained regularly. However, the existing support blocks are usually used to support and reinforce the bottom of the bridge. The size of these support blocks is usually large, and special transportation tools are required to transport them to the vicinity of the bridge, which affects the reinforcement of the bottom of the bridge. For this reason, we propose a steel structure bridge reinforcement device. Summary of the Invention
[0003] The object of the present invention is to provide a steel structure bridge reinforcement device to solve the problems raised in the above background technology.
[0004] To solve the above technical problems, the present invention is achieved through the following technical solutions: The present invention is a steel structure bridge reinforcement device, comprising a steel bridge, and further comprising: A support portion, the support portion being installed at the bottom of the steel bridge and being used to provide an upward supporting force for the steel bridge from the bottom; A reinforcement part, the reinforcement part is installed at the bottom center of the steel bridge, and the reinforcement part is used to reinforce the center of the steel bridge from the bottom; A side tension part is installed on the outside of the support part, and is used to increase the rigidity and deformation resistance of the steel bridge through the action of tension; Among them, the support part is used to disperse the load of the steel bridge, convert part of the vertical force into oblique tension, reduce the stress on the main beam of the steel bridge, and improve the overall bearing capacity of the steel bridge.
[0005] Furthermore, the support portion includes four support assemblies, each of which is installed at the bottom of the steel bridge. The support portion is used to optimize the load transfer path of the steel bridge, reduce stress concentration on the main beam of the steel bridge, and reduce the risk of local damage to the steel bridge. A quick-install assembly, which is installed on the outside of the support assembly and is used to complete the installation between the upper and lower support assemblies; The support assembly is used to increase the rigidity of the bottom of the bridge and reduce the deflection and deformation of the steel bridge beam. Furthermore, the reinforcement portion includes a reinforcement assembly, which is installed at the bottom center of the steel bridge. The reinforcement assembly is used to transfer the load more evenly to the support assembly, reduce local stress concentration on the main beam of the steel bridge, and reduce the risk of cracks and fatigue damage to the steel bridge; A sliding assembly is installed at the bottom of the reinforcement assembly, and is used to quickly position the reinforcement assembly at the bottom center of the steel bridge; Among them, the reinforcement components are used to convert vertical loads into axial pressure in the arch, effectively dispersing the load and improving the bearing capacity of the steel bridge. Furthermore, the side-pull portion includes four side-pull assemblies, which are installed on the front and back sides of the bottom of the steel bridge. The side-pull assemblies restrain the deformation of the bridge through tension, reduce vibration and deflection caused by dynamic loads, and extend the service life of the steel bridge. A diagonal stay assembly is installed on the left and right sides of the bottom center of the steel bridge, and is used to provide support for the steel bridge; Among them, the side tension components are used to disperse the bridge load, enhance the overall rigidity and stability of the structure, and improve the bridge's ability to withstand external forces such as vehicles and wind.
[0006] Furthermore, the support assembly includes a support block 1, two support blocks 2 are arranged vertically in a vertical array at the bottom of the support block 1, a cross plug block is installed on the top of each of the support blocks 1 and 2, a cross slot is opened at the bottom of each of the support blocks 1 and 2, and a support base plate is installed at the bottom of the cross slot at the bottom; By setting a special shape of the cross plug and the cross slot, the friction force at the connection between the cross plug and the cross slot can be increased, thereby improving the connection effect between the support block 1 and the support block 2; The cross plug-in block is adapted and plugged into the cross slot to complete the rapid positioning of the support block 1 and the support block 2 or between two support blocks 2. Furthermore, the quick-release assembly includes several quick-release shells, and the several quick-release shells are all installed on the outside of support block 1 and support block 2. A special-shaped cam is rotatably connected at the inner center of support block 1, a hook is installed on the top of the right side of the special-shaped cam, a rectangular protrusion is provided on the top of the left side of the special-shaped cam, a button is installed on the top of the rectangular protrusion, a round block 1 is provided on the bottom left side of the special-shaped cam, a spring 1 is installed on the bottom of the round block 1, a round block 2 is provided on the bottom right side of the special-shaped cam, a spring 2 is installed on the bottom of the round block 2, the bottoms of the spring 1 and the spring 2 are both installed on the inner surface of the quick-release shell, a square hole plug rod is provided on the top of the spring 2, and a quick-release top plate is installed on the top of the square hole plug rod; The quick-install assembly includes a plurality of special-shaped chutes, which are all opened inside the quick-install housing. The top of the round block 2 is provided with an annular notch, which is plugged into the bottom of the square hole plug rod. By providing the annular notch for the insertion of the square hole rod, the strength of the connection between the square hole rod and the round block 2 can be enhanced, so that the square hole rod is not easy to slide off the top of the round block 2; Among them, the square hole insertion rod is locked with the hook through the square hole, and the spring 1 is used to drive the special-shaped cam to reset and insert the hook into the square hole insertion rod to complete the connection between the quick-release shell and the quick-release top plate. The inner surface of the special-shaped slide groove is slidably connected with the outer surfaces of the rectangular protrusion, round block 1 and round block 2, which is used to limit the movement of parts such as the rectangular protrusion to prevent them from deflecting and getting stuck.
[0007] Furthermore, the reinforcement assembly includes an L-shaped plate 1, which is installed at the bottom center of the steel bridge. An L-shaped plate 2 is provided at the bottom of the L-shaped plate 1, and the L-shaped plate 1 and the L-shaped plate 2 are installed on the outer surface of the bottom of the steel bridge using bolts. The bottoms of the L-shaped plate 1 and the L-shaped plate 2 are each provided with a plurality of special-shaped slots, and the plurality of special-shaped slots are arranged in a horizontal array with the bottom of the steel bridge as the center. The bottoms of the L-shaped plate 1 and the L-shaped plate 2 are provided with a plurality of round arch plugs, and the plurality of round arch plugs are arranged in a horizontal array with the bottom of the steel bridge as the center. Special-shaped plug blocks are installed on the left and right sides of the round arch plugs. By setting the sliding limit adaptation of the special-shaped slots and the special-shaped plugs, several groups of equidistant ones can be accurately positioned at the bottom of the steel bridge; Among them, the outer surface of the special-shaped plug is adapted and plugged into the inner surface of the round arch plug plate. A plurality of screw holes are provided on the top of the round arch plug plate. The screw holes of the round arch plug plate are used to lock the round arch plug plate at the bottom of the L-shaped plate 1 and the L-shaped plate 2, so as to reinforce the steel bridge from the bottom.
[0008] Furthermore, the sliding assembly includes a plurality of sliders, the two sliders on the left side are mounted on the front and rear sides of the left side of the first L-shaped plate, and the two sliders on the right side are mounted on the front and rear sides of the right side of the second L-shaped plate; By setting a sliding connection between the slider and the slide groove, the L-shaped plate 1 and the L-shaped plate 2 will move along the slide groove, preventing the L-shaped plate 1 and the L-shaped plate 2 from deviating from the bottom center of the steel bridge during movement and affecting the reinforcement effect of the reinforcement assembly; Among them, the sliding component also includes four sliding grooves, which are respectively opened on the side of the four support blocks that are close to each other. The sliding grooves extend through to the top of the support base plate. The sliding grooves are adapted to the sliding limit of the slider and are used to quickly position the L-shaped plate 1 and the L-shaped plate 2 to the bottom center of the steel bridge, so as to facilitate the subsequent installation of reinforcement components.
[0009] Furthermore, the side pull assembly includes four fixing blocks 1, the bottom of the fixing block 1 is rotatably connected to the rounded corner protrusion 1, the bottom of the rounded corner protrusion 1 is rotatably connected to the screw housing, the bottom of the screw housing is threadedly connected to the screw, the bottom of the screw is installed with a rounded corner protrusion 2, the bottom of the rounded corner protrusion 2 is installed with a fixing block 2, and the four fixing blocks 2 are all installed on the side of the four support blocks 2 away from each other; By setting a rotation connection between the fixed block 1 and the rounded corner protrusion 1, the screw rod housing can be adjusted; Among them, the screw housing and the screw rod increase the stiffness and deformation resistance of the steel bridge through the tension, thereby improving the stability of the steel bridge.
[0010] Furthermore, the inclined-stayed assembly includes a plurality of positioning blocks 1, four of which are installed at the bottom of the steel bridge, the bottom of the positioning block 1 is provided with an inclined-stayed diagonal rod, the bottom of the inclined-stayed diagonal rod is provided with a positioning block 2, the three positioning blocks 2 located on the left are all installed on the left side of the L-shaped plate 1, and the three positioning blocks 2 located on the right are all installed on the right side of the L-shaped plate 2, and the positioning block 1, the inclined-stayed diagonal rod and the positioning block 2 are connected to each other by bolts; By setting the positioning block 1 and the positioning block 2, the inclined rod and the L-shaped plate 1 and the L-shaped plate 2 of the steel bridge can be connected together, reducing the load borne by the L-shaped plate 1 and the L-shaped plate 2; Among them, the three positioning blocks 2 located on the left side are arranged in a horizontal array with the left side of the L-shaped plate 1 as the center, and the three positioning blocks 2 located on the right side are arranged in a horizontal array with the right side of the L-shaped plate 2 as the center. The inclined diagonal rods are used to reduce stress concentration on the main beam, and the inclined diagonal rods are used to reduce fatigue damage and crack expansion, thereby extending the service life of the steel bridge.
[0011] The present invention has the following beneficial effects: (1) The present invention provides a support portion, specifically by pressing the button downward, so that the rectangular protrusion pushes the special-shaped cam to rotate downward, pressing the spring 1, so that the hook tilts upward, and then the quick-release top plate is moved downward to insert the square hole plug rod into the quick-release shell. In this way, the installation and connection between the upper and lower support components can be completed quickly. The support components can be disassembled during transportation. The size of the disassembled support components is relatively small, and they can be transported to the bottom of the bridge without using special carriers, thereby ensuring the reinforcement of the bottom of the bridge.
[0012] (2) The present invention sets a reinforcement part, specifically, places L-shaped plate 1 at the bottom center of the steel bridge, then places L-shaped plate 2 at the bottom of L-shaped plate 1 and uses bolts to lock L-shaped plate 1 and L-shaped plate 2 at the bottom of the steel bridge, then aligns the special-shaped plug block with the special-shaped slot, then inserts the circular arch plug plate into the bottom of L-shaped plate 1 and L-shaped plate 2, and uses bolts to connect the circular arch plug plate with L-shaped plate 1 and L-shaped plate 2. The concave arc shape of the bottom of the circular arch plug plate effectively disperses the load, converts the vertical force into the pressure of the arch rib, and improves the bearing capacity of the steel bridge.
[0013] (3) The present invention sets a side pulling part, specifically, a plurality of fixing blocks 1 are respectively installed on the left and right sides of the bottom of the steel bridge, and then a plurality of fixing blocks 2 are respectively installed on the left side of the L-shaped plate 1 and the right side of the L-shaped plate 2, and then the rounded corner protrusion 1 and the rounded corner protrusion 2 are rotated, the screw housing and the screw are adjusted to a suitable angle, and the screw and the screw housing are aligned, and then the screw housing is rotated to insert the screw into the interior of the screw housing, so that the load of the steel bridge can be transferred to the support assembly through the side pulling assembly, thereby improving the bearing capacity and stability of the steel bridge.
[0014] Of course, any product implementing the present invention does not necessarily need to achieve all of the advantages described above at the same time. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the following briefly introduces the drawings required for describing the embodiments. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without creative work.
[0016] Figure 1 This is a schematic diagram of the overall front structure of the present invention; Figure 2 This is a structural schematic diagram of a support block according to the present invention; Figure 3 This is a schematic cross-sectional view of the support block of the present invention; Figure 4 Schematic cross-section of the quick-install housing of the present invention; Figure 5 This is a schematic diagram of the special-shaped cam structure of the present invention; Figure 6 This is a schematic diagram of the annular notch structure of the present invention; Figure 7 This is a schematic diagram of the circular arch insert structure of the present invention; Figure 8 This is a schematic structural diagram of the screw housing of the present invention; Figure 9 This is a schematic diagram of the oblique-stayed diagonal rod structure of the present invention.
[0017] In the accompanying drawings, the components represented by the reference numerals are as follows: In the figure: 1. Steel bridge; 2. Support part; 21. Support assembly; 211. Support block 1; 212. Support block 2; 213. Cross plug; 214. Cross slot; 215. Support base plate; 22. Quick-release assembly; 221. Quick-release housing; 2221. Special-shaped cam; 2222. Hook; 223. Rectangular protrusion; 224. Button; 2251. Round block 1; 2252. Spring 1; 2261. Round block 2; 2262. Spring 2; 2271. Square hole plug; 2272. Quick-release top plate; 228. Special-shaped slide; 229. Annular notch; 3. Reinforcement part; 31. Reinforcement assembly; 311. L-shaped plate 1; 312. L-shaped plate 2; 313. Special-shaped slot; 314. Arch insert plate; 315. Special-shaped insert block; 32. Sliding assembly; 321. Slider; 322. Slide groove; 4. Side pull part; 41. Side pull assembly; 411. Fixed block 1; 412. Rounded corner protrusion 1; 413. Screw housing; 414. Screw; 415. Rounded corner protrusion 2; 416. Fixed block 2; 42. Oblique pull assembly; 421. Positioning block 1; 422. Oblique pull rod; 423. Positioning block 2. DETAILED DESCRIPTION
[0018] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.
[0019] See also Figures 1-9 As shown, the present invention is a steel structure bridge reinforcement device, comprising a steel bridge 1, and further comprising: Support part 2, which is installed at the bottom of the steel bridge 1 and is used to provide an upward supporting force for the steel bridge 1 from the bottom; The reinforcement part 3 is installed at the bottom center of the steel bridge 1 and is used to reinforce the center of the steel bridge 1 from the bottom; The side tension part 4 is installed on the outside of the support part 2. The side tension part 4 is used to increase the rigidity and deformation resistance of the steel bridge 1 through the action of tension; Among them, the support part 2 is used to disperse the load of the steel bridge 1, convert part of the vertical force into oblique tension, reduce the stress on the main beam of the steel bridge 1, and improve the overall bearing capacity of the steel bridge 1.
[0020] The support portion 2 includes four support assemblies 21, which are all installed at the bottom of the steel bridge 1. The support portion 2 is used to optimize the load transfer path of the steel bridge 1, reduce stress concentration on the main beam of the steel bridge 1, and reduce the risk of local damage to the steel bridge 1; A quick-install assembly 22 is installed on the outside of the support assembly 21. The quick-install assembly 22 is used to complete the installation between the upper and lower support assemblies 21; Among them, the support assembly 21 is used to increase the rigidity of the bottom of the bridge and reduce the deflection and deformation of the beam of the steel bridge 1. The reinforcement portion 3 includes a reinforcement assembly 31, which is installed at the bottom center of the steel bridge 1. The reinforcement assembly 31 is used to transfer the load more evenly to the support assembly 21, thereby alleviating local stress concentration on the main beam of the steel bridge 1 and reducing the risk of cracks and fatigue damage to the steel bridge 1. The sliding assembly 32 is installed at the bottom of the reinforcement assembly 31. The sliding assembly 32 is used to quickly position the reinforcement assembly 31 at the bottom center of the steel bridge 1; The reinforcement component 31 is used to convert the vertical load into the pressure in the arch axis direction, effectively disperse the load, and improve the bearing capacity of the steel bridge 1. The side tension part 4 includes four side tension components 41, which are installed on the front and back of the bottom of the steel bridge 1. The side tension components 41 restrain the deformation of the bridge through tension, reduce the vibration and deflection caused by dynamic loads, and extend the service life of the steel bridge 1. The inclined-stayed assembly 42 is installed on the left and right sides of the bottom center of the steel bridge 1. The inclined-stayed assembly 42 is used to provide support for the steel bridge 1; Among them, the side tension assembly 41 is used to disperse the bridge load, enhance the overall rigidity and stability of the structure, and improve the bridge's ability to withstand external forces such as vehicles and wind.
[0021] The support assembly 21 includes a first support block 211. Two second support blocks 212 are arranged vertically at the bottom of the first support block 211. A cross plug 213 is installed on the top of each of the first support block 211 and the second support block 212. A cross slot 214 is formed at the bottom of each of the first support block 211 and the second support block 212. A support base plate 215 is installed at the bottom of the cross slot 214. The cross inserting block 213 is adapted and plugged into the cross slot 214 to complete the rapid positioning between the first support block 211 and the second support block 212 or between the two second support blocks 212 . The quick-release assembly 22 includes a plurality of quick-release housings 221, which are all mounted on the outside of the support block 1 211 and the support block 2 212. A special-shaped cam 2221 is rotatably connected to the inner center of the support block 1 211. A hook 2222 is mounted on the top of the right side of the special-shaped cam 2221. A rectangular protrusion 223 is provided on the top of the left side of the special-shaped cam 2221. A button 224 is mounted on the top of the rectangular protrusion 223. The bottom of the left side of the special-shaped cam 2221 is A round block 1 2251 is provided at the bottom of the round block 1 2251, and a spring 1 2252 is installed at the bottom of the right side of the special-shaped cam 2221. A round block 2261 is provided at the bottom of the round block 2261, and a spring 2262 is installed at the bottom. The bottoms of the spring 1 2252 and the spring 2 2262 are both installed on the inner surface of the quick-release housing 221. A square hole plug rod 2271 is provided at the top of the spring 2262, and a quick-release top plate 2272 is installed at the top of the square hole plug rod 2271. The quick-release assembly 22 includes a plurality of special-shaped slots 228 , all of which are provided inside the quick-release housing 221 . The top of the second round block 2261 is provided with an annular notch 229 , which is inserted into the bottom of the square hole plug rod 2271 . Press the button 224 downward, so that the rectangular protrusion 223 pushes the special-shaped cam 2221 to rotate downward, pressing the spring 1 2252 to make the hook 2222 tilt upward, and then move the quick-release top plate 2272 downward to insert the square hole plug rod 2271 into the quick-release housing 221. In this way, the upper and lower support assemblies 21 can be quickly installed and connected. When transporting, the support assembly 21 can be disassembled. The disassembled support assembly 21 is relatively small in size and can be transported to the bottom of the bridge without using a special carrier, thereby ensuring the reinforcement of the bridge bottom. Among them, the square hole insertion rod 2271 is locked with the hook 2222 through the square hole, and the spring 1 2252 is used to drive the special-shaped cam 2221 to reset and insert the hook 2222 into the square hole insertion rod 2271 to complete the connection between the quick-release shell 221 and the quick-release top plate 2272. The inner surface of the special-shaped slide groove 228 is slidably connected with the outer surfaces of the rectangular protrusion 223, the round block 1 2251 and the round block 2 2261, which is used to limit the movement of parts such as the rectangular protrusion 223 to prevent them from deflecting and getting stuck.
[0022] The reinforcement assembly 31 includes an L-shaped plate 1 311, which is installed at the bottom center of the steel bridge 1. An L-shaped plate 2 312 is provided at the bottom of the L-shaped plate 1 311. The L-shaped plate 1 311 and the L-shaped plate 2 312 are installed on the outer surface of the bottom of the steel bridge 1 using bolts. The bottoms of the L-shaped plate 1 311 and the L-shaped plate 2 312 are each provided with a plurality of special-shaped slots 313, which are arranged in a horizontal array with the bottom of the steel bridge 1 as the center. The bottoms of the L-shaped plate 1 311 and the L-shaped plate 2 312 are provided with a plurality of round arch inserts 314, which are arranged in a horizontal array with the bottom of the steel bridge 1 as the center. Special-shaped inserts 315 are installed on the left and right sides of the round arch inserts 314. Place the L-shaped plate 1 311 at the bottom center of the steel bridge 1, then place the L-shaped plate 2 312 at the bottom of the L-shaped plate 1 311 and use bolts to lock the L-shaped plate 1 311 and the L-shaped plate 2 312 to the bottom of the steel bridge 1, then align the special-shaped plug block 315 with the special-shaped slot 313, then insert the round arch plug plate 314 into the bottom of the L-shaped plate 1 311 and the L-shaped plate 2 312, and use bolts to connect the round arch plug plate 314 to the L-shaped plate 1 311 and the L-shaped plate 2 312. The concave arc shape of the bottom of the round arch plug plate 314 effectively disperses the load, converts the vertical force into the pressure of the arch rib, and improves the bearing capacity of the steel bridge 1; Among them, the outer surface of the special-shaped plug 315 is adapted and plugged into the inner surface of the arch plug plate 314. A number of screw holes are opened on the top of the arch plug plate 314. The screw holes of the arch plug plate 314 are used to lock the arch plug plate 314 at the bottom of the L-shaped plate 1 311 and the L-shaped plate 2 312, so as to reinforce the steel bridge 1 from the bottom.
[0023] The sliding assembly 32 includes a plurality of sliders 321 , wherein the two sliders 321 on the left are mounted on the front and rear sides of the left side of the first L-shaped plate 311 , and the two sliders 321 on the right are mounted on the front and rear sides of the right side of the second L-shaped plate 312 ; Among them, the sliding component 32 also includes four sliding grooves 322, and the four sliding grooves 322 are respectively opened on the side where the four support blocks 211 are close to each other. The sliding grooves 322 extend through to the top of the support base plate 215. The sliding grooves 322 are adapted to the sliding limit of the slider 321, and are used to quickly position the L-shaped plate 1 311 and the L-shaped plate 2 312 to the bottom center of the steel bridge 1, so as to facilitate the subsequent installation of the reinforcement component 31.
[0024] The side pull assembly 41 includes four fixing blocks 411. The bottom of the fixing block 411 is rotatably connected to the rounded corner protrusion 412. The bottom of the rounded corner protrusion 412 is rotatably connected to the screw housing 413. The bottom of the screw housing 413 is threadedly connected to the screw 414. The bottom of the screw 414 is installed with a rounded corner protrusion 415. The bottom of the rounded corner protrusion 415 is installed with a fixing block 416. The four fixing blocks 416 are all installed on the side of the four supporting blocks 212 away from each other. Install several fixing blocks 411 on the left and right sides of the bottom of the steel bridge 1 respectively, and then install several fixing blocks 2 416 on the left side of the L-shaped plate 1 311 and the right side of the L-shaped plate 2 312 respectively, then rotate the rounded protrusion 1 412 and the rounded protrusion 2 415, adjust the screw housing 413 and the screw rod 414 to a suitable angle, and align the screw rod 414 with the screw housing 413, and then insert the screw rod 414 into the interior of the screw housing 413 by rotating the screw housing 413, so that the load of the steel bridge 1 can be transferred to the support assembly 21 through the side tension assembly 41, thereby improving the bearing capacity and stability of the steel bridge 1; The screw housing 413 and the screw 414 increase the rigidity and deformation resistance of the steel bridge 1 through the tension, thereby improving the stability of the steel bridge 1.
[0025] The inclined-stayed assembly 42 includes a plurality of positioning blocks 421. The four positioning blocks 421 are all installed at the bottom of the steel bridge 1. The bottom of the positioning block 421 is provided with an inclined-stayed diagonal rod 422. The bottom of the inclined-stayed diagonal rod 422 is provided with a positioning block 2 423. The three positioning blocks 2 423 on the left are all installed on the left side of the L-shaped plate 1 311. The three positioning blocks 2 423 on the right are all installed on the right side of the L-shaped plate 2 312. The positioning block 1 421, the inclined-stayed diagonal rod 422 and the positioning block 2 423 are connected to each other by bolts. Among them, the three positioning blocks 423 on the left side are arranged in a horizontal array with the left side of the L-shaped plate 311 as the center, and the three positioning blocks 423 on the right side are arranged in a horizontal array with the right side of the L-shaped plate 312 as the center. The inclined diagonal rods 422 are used to reduce stress concentration on the main beam, and the inclined diagonal rods 422 are used to reduce fatigue damage and crack expansion, thereby extending the service life of the steel bridge 1.
[0026] When in use, first move several groups of support assemblies 21 to the vicinity of the steel bridge 1, then arrange the support block 1 211 and the two support blocks 212 in a vertical array, and then press the button 224 downward to make the rectangular protrusion 223 slide downward along the special-shaped slide groove 228 and push the special-shaped cam 2221 to rotate, so that the special-shaped cam 2221 pushes the round block 1 2251 to move downward and compresses the spring 1 2252, so that the hook 2222 can be lifted upward, allowing the square hole plug rod 2271 to be inserted into the interior of the quick-release housing 221; Next, the support block 1 211 or the support block 2 212 at the top is moved downward, so that it drives the several quick-release top plates 2272 installed on the outer surface to move downward, thereby moving the square hole plug rod 2271 downward, and inserting the square hole plug rod 2271 into the quick-release housing 221, so that the bottom of the square hole plug rod 2271 is plugged into the top of the square hole plug rod 2271, and when the support block 1 211 or the support block 212 is moved vertically, the cross plug block 213 is inserted into the cross slot 214. Connect support block 1 211 and support block 2 212 together, then release button 224, causing spring 1 2252 to drive round block 1 2251 to rebound and reset, and causing round block 2 261 to drive hook 2222 to reset via special-shaped cam 2221, so that hook 2222 locks square hole plug rod 2271, completing the assembly of support assembly 21. Then, move the assembled support assembly 21 to the bottom of steel bridge 1 to support and reinforce it from the bottom. Next, the slider 321 is aligned with the slide groove 322, and then the slider 321 is inserted into the slide groove 322, and the L-shaped plate 1 311 and the L-shaped plate 2 312 are moved upward along the slide groove 322 through the slider 321, and the L-shaped plate 1 311 and the L-shaped plate 2 312 are moved to the bottom center of the steel bridge 1, and then the L-shaped plate 1 311 and the L-shaped plate 2 312 are fixed to the bottom center of the steel bridge 1 with screws, and then several arch inserts 314 are taken out and the arch inserts are inserted. The special-shaped inserts 315 installed on the left and right sides of the plate 314 are aligned with the special-shaped slots 313, and then the round arch insert 314 is moved upward to insert the special-shaped insert 315 into the special-shaped slots 313, and then fixed with screws. Then, several round arch inserts 314 are installed in this way. The round arch insert 314 can evenly distribute the force to the supporting points at both ends and the support block 211 through the arch effect, thereby reducing stress concentration on the main beam and key parts of the steel bridge 1 and reducing fatigue damage. Finally, the side-pull assembly 41 is set at the bottom of the steel bridge 1, so that the fixing block 1 411 is installed at the bottom of the steel bridge 1, and the fixing block 2 416 is installed on the side of the support block 1 211. The screw housing 413 cooperates with the screw 414 to provide a diagonal pulling force for the steel bridge 1, thereby improving the rigidity of the steel bridge 1 and reducing the vibration caused by wind load or traffic load. Then, the positioning block 1 421, the diagonal pulling rod 422 and the positioning block 2 423 are used to connect the L-shaped plate 1 311, the L-shaped plate 2 312 and the steel bridge 1 together.
[0027] The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. These preferred embodiments do not exhaustively describe all details, nor do they limit the present invention to the specific embodiments described. Obviously, many modifications and variations are possible based on the content of this specification. These embodiments are selected and described in detail in this specification to better explain the principles and practical applications of the present invention, thereby enabling those skilled in the art to better understand and utilize the present invention. The present invention is limited only by the claims and their full scope and equivalents.
Claims
1. A steel structure bridge reinforcement device, comprising a steel bridge (1), characterized in that: Also includes: A support portion (2), the support portion (2) being installed at the bottom of the steel bridge (1), and the support portion (2) being used to provide an upward supporting force for the steel bridge (1) from the bottom; A reinforcement portion (3), the reinforcement portion (3) being installed at the bottom center of the steel bridge (1), and the reinforcement portion (3) being used to reinforce the center of the steel bridge (1) from the bottom; A side pulling portion (4), the side pulling portion (4) being installed on the outside of the supporting portion (2), and the side pulling portion (4) being used to increase the rigidity and deformation resistance of the steel bridge (1) through a tensile force; The support portion (2) is used to disperse the load of the steel bridge (1), converting part of the vertical force into oblique tension, reducing the stress on the main beam of the steel bridge (1), and improving the overall bearing capacity of the steel bridge (1).
2. A steel structure bridge reinforcement device according to claim 1, characterized in that: The support portion (2) includes four support assemblies (21), and the four support assemblies (21) are all installed at the bottom of the steel bridge (1). The support portion (2) is used to optimize the load transfer path of the steel bridge (1), reduce stress concentration on the main beam of the steel bridge (1), and reduce the risk of local damage to the steel bridge (1); A quick-install component (22), the quick-install component (22) being installed on the outside of the support component (21), and the quick-install component (22) being used to complete the installation between the upper and lower support components (21); The support assembly (21) is used to increase the rigidity of the bottom of the bridge and reduce the deflection and deformation of the beam of the steel bridge (1).
3. A steel structure bridge reinforcement device according to claim 2, characterized in that: The reinforcement portion (3) includes a reinforcement component (31), which is installed at the bottom center of the steel bridge (1). The reinforcement component (31) is used to transfer the load to the support component (21) more evenly, thereby reducing the local stress concentration of the main beam of the steel bridge (1) and reducing the risk of cracks and fatigue damage to the steel bridge (1); A sliding assembly (32), the sliding assembly (32) being mounted on the bottom of the reinforcement assembly (31), the sliding assembly (32) being used to quickly position the reinforcement assembly (31) at the bottom center of the steel bridge (1); The reinforcement component (31) is used to convert the vertical load into the axial pressure of the arch, effectively dispersing the load and improving the bearing capacity of the steel bridge (1).
4. A steel structure bridge reinforcement device according to claim 3, characterized in that: The side-pull portion (4) includes four side-pull assemblies (41), which are installed on the front and back sides of the bottom of the steel bridge (1). The side-pull assemblies (41) constrain the deformation of the bridge through tension, reduce vibration and deflection caused by dynamic loads, and extend the service life of the steel bridge (1); A diagonal stay assembly (42), the diagonal stay assembly (42) being installed on the left and right sides of the bottom center of the steel bridge (1), the diagonal stay assembly (42) being used to provide support for the steel bridge (1); The side pull assembly (41) is used to disperse the bridge load, enhance the overall rigidity and stability of the structure, and improve the bridge's ability to withstand external forces such as vehicles and wind.
5. The steel structure bridge reinforcement device according to claim 3, characterized in that: The support assembly (21) includes a support block 1 (211), two support blocks 2 (212) are arranged in a vertical array at the bottom of the support block 1 (211), a cross plug block (213) is installed on the top of each of the support block 1 (211) and the support block 2 (212), a cross slot (214) is opened at the bottom of each of the support block 1 (211) and the support block 2 (212), and a support base plate (215) is installed at the bottom of the cross slot (214); The cross plug block (213) is adapted and plugged into the cross slot (214) to complete the rapid positioning between the support block 1 (211) and the support block 2 (212) or between the two support blocks 2 (212).
6. The steel structure bridge reinforcement device according to claim 4, characterized in that: The quick-install assembly (22) includes a plurality of quick-install housings (221), and the plurality of quick-install housings (221) are all installed on the outside of the support block 1 (211) and the support block 2 (212). The inner center of the support block 1 (211) is rotatably connected to a special-shaped cam (2221), a hook (2222) is installed on the top of the right side of the special-shaped cam (2221), a rectangular convex block (223) is provided on the top of the left side of the special-shaped cam (2221), a button (224) is installed on the top of the rectangular convex block (223), and the left side of the special-shaped cam (2221) is connected to the support block 1 (211). A round block 1 (2251) is provided at the bottom, and a spring 1 (2252) is installed at the bottom of the round block 1 (2251). A round block 2 (2261) is provided at the bottom of the right side of the special-shaped cam (2221), and a spring 2 (2262) is installed at the bottom of the round block 2 (2261). The bottoms of the spring 1 (2252) and the spring 2 (2262) are both installed on the inner surface of the quick-release housing (221). A square hole plug rod (2271) is provided at the top of the spring 2 (2262), and a quick-release top plate (2272) is installed at the top of the square hole plug rod (2271). The quick-install component (22) includes a plurality of special-shaped chutes (228), and the plurality of special-shaped chutes (228) are all provided inside the quick-install housing (221). The top of the second round block (2261) is provided with an annular notch (229), and the annular notch (229) is plugged into the bottom of the square hole plug rod (2271); The square hole insert rod (2271) is locked with the hook (2222) through the square hole, the spring 1 (2252) is used to drive the special-shaped cam (2221) to reset and insert the hook (2222) into the square hole insert rod (2271) to complete the connection between the quick-release housing (221) and the quick-release top plate (2272), and the inner surface of the special-shaped slide groove (228) is slidably connected to the outer surfaces of the rectangular protrusion (223), the round block 1 (2251) and the round block 2 (2261), and is used to limit the movement of parts such as the rectangular protrusion (223) to prevent them from deflecting and getting stuck.
7. The steel structure bridge reinforcement device according to claim 6, characterized in that: The reinforcement component (31) includes an L-shaped plate (311), the L-shaped plate (311) is installed at the bottom center of the steel bridge (1), the L-shaped plate (312) is provided at the bottom of the L-shaped plate (311), the L-shaped plate (311) and the L-shaped plate (312) are installed on the outer surface of the bottom of the steel bridge (1) using bolts, the bottoms of the L-shaped plate (311) and the L-shaped plate (312) are both provided with a plurality of special-shaped slots (313), the plurality of special-shaped slots (313) are arranged in a horizontal array with the bottom of the steel bridge (1) as the center, the bottoms of the L-shaped plate (311) and the L-shaped plate (312) are provided with a plurality of round arch plugs (314), the plurality of round arch plugs (314) are arranged in a horizontal array with the bottom of the steel bridge (1) as the center, and the left and right sides of the round arch plugs (314) are both provided with special-shaped plugs (315); The outer surface of the special-shaped plug (315) is adapted to and plugged into the inner surface of the circular arch plug plate (314), and a plurality of screw holes are provided on the top of the circular arch plug plate (314). The screw holes of the circular arch plug plate (314) are used to lock the circular arch plug plate (314) to the bottom of the L-shaped plate 1 (311) and the L-shaped plate 2 (312), so as to reinforce the steel bridge (1) from the bottom.
8. The steel structure bridge reinforcement device according to claim 7, characterized in that: The sliding assembly (32) includes a plurality of sliders (321), wherein the two sliders (321) on the left side are mounted on the front side and the rear side of the left side of the first L-shaped plate (311), and the two sliders (321) on the right side are mounted on the front side and the rear side of the right side of the second L-shaped plate (312); The sliding assembly (32) further comprises four slide grooves (322), the four slide grooves (322) being respectively opened on the side of the four support blocks (211) close to each other, the slide grooves (322) extending through to the top of the support base plate (215), the slide grooves (322) being adapted to the sliding limit of the slider (321), and being used to quickly position the L-shaped plate (311) and the L-shaped plate (312) at the bottom center of the steel bridge (1), so as to facilitate the subsequent installation of the reinforcement assembly (31).
9. The steel structure bridge reinforcement device according to claim 8, characterized in that: The side pulling assembly (41) includes four fixing blocks (411), the bottom of the fixing block (411) is rotatably connected to the rounded corner protrusion (412), the bottom of the rounded corner protrusion (412) is rotatably connected to the screw housing (413), the bottom of the screw housing (413) is threadedly connected to the screw (414), the bottom of the screw (414) is installed with a rounded corner protrusion (415), the bottom of the rounded corner protrusion (415) is installed with a fixing block (416), and the four fixing blocks (416) are all installed on the side of the four supporting blocks (212) away from each other; The screw housing (413) and the screw (414) increase the rigidity and deformation resistance of the steel bridge (1) through the tensile force, thereby improving the stability of the steel bridge (1).
10. The steel structure bridge reinforcement device according to claim 4, characterized in that: The inclined-stayed assembly (42) includes a plurality of positioning blocks (421), four of which are installed at the bottom of the steel bridge (1), the bottom of the positioning block (421) is provided with an inclined-stayed diagonal rod (422), the bottom of the inclined-stayed diagonal rod (422) is provided with a positioning block (423), the three positioning blocks (423) on the left are installed on the left side of the L-shaped plate (311), and the three positioning blocks (423) on the right are installed on the right side of the L-shaped plate (312), and the positioning block (421), the inclined-stayed diagonal rod (422) and the positioning block (423) are connected to each other by bolts; The three positioning blocks (423) located on the left side are arranged in a horizontal array with the left side of the L-shaped plate (311) as the center, and the three positioning blocks (423) located on the right side are arranged in a horizontal array with the right side of the L-shaped plate (312) as the center. The inclined diagonal rods (422) are used to reduce stress concentration of the main beam, and the inclined diagonal rods (422) are used to reduce fatigue damage and crack expansion, thereby extending the service life of the steel bridge (1).