Temporary steel bridge assembly
By adopting bridge piers, beam brackets, support and auxiliary fixtures in steel bridge components, combined with positioning and limiting mechanisms, the horizontal displacement problem of mechanical equipment when passing through is solved, the connection stability and seismic resistance are enhanced, and construction is ensured. Safety.
Patent Information
- Application Number
- CN202420731735.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-04-10
- Publication Date
- 2024-12-13
- Estimated Expiration
- 2034-04-10
AI Technical Summary
Existing steel bridges are prone to horizontal displacement when mechanical equipment passes, which poses safety hazards, especially the problem of loose ends.
A steel bridge assembly is designed, including a bridge pier, a beam bracket, a support and an auxiliary fixing member, and the initial positioning of the positioning convex rod and the positioning groove and the limiting positioning of the movable card block, combining the waist-shaped adjustment hole and the second positioning bolt. Fix, enhance the connection firmness of the clamp and the support, and install buffer rubber pads on the bridge deck to improve shock resistance.
Effectively prevent horizontal displacement of the beam bracket under the action of horizontal thrust, reduce safety hazards, and improve the stability and seismic performance of the steel bridge by enhancing the connection and buffering rubber pads.
Smart Images

Figure CN222160898U_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the field of municipal construction technology, and in particular to a steel temporary bridge assembly. Background Art
[0002] Due to the needs of municipal construction, the construction shafts of dark-excavated tunnels often occupy urban roads. In order to ensure construction safety and reduce environmental impact, it is necessary to build a closed canopy above the shaft, and the shaft is constructed inside the canopy. To avoid traffic being affected, the width of the road that the shaft canopy can occupy is usually limited. At this time, if the width of the shaft exceeds the width of the road allowed to be occupied, part of the shaft will be located outside the canopy. In order to meet the traffic needs and construction safety, it is necessary to lay a temporary bridge above the shaft outside the canopy to ensure traffic above and meet the construction conditions below. The steel temporary bridge is a temporary supporting bridge built at the construction site or a bridge built temporarily during road construction. It can be dismantled when it is not needed.
[0003] The patent document with the published announcement number CN219951655U provides a steel bridge assembly, including multiple steel bridge units, multiple steel bridge units with the same size parameters, multiple steel bridge units laid on both sides of the shaft opening, or multiple steel bridge units laid on the shaft opening; the steel bridge unit includes a main beam, a secondary beam and a bridge deck. The steel bridge assembly of the utility model has the advantages of good versatility, safety and reliability, and can be applied to different types of shafts.
[0004] Most of the steel temporary bridges in the above application documents are built rather casually. Since mechanical equipment such as drilling rigs, cranes and construction vehicles have a large deadweight, when these equipment pass through the steel temporary bridges, there is a large horizontal thrust on the steel temporary bridges, which can easily cause horizontal displacement of the steel temporary bridges. During use, the ends of the steel temporary bridges are prone to loosening, posing a safety hazard. Utility Model Content
[0005] The present application proposes a steel temporary bridge assembly to solve the problems raised in the above background technology.
[0006] In order to achieve the above purpose, this application adopts the following technical solutions:
[0007] A steel temporary bridge assembly comprises a pier and a beam support, wherein a support is provided on the top of the pier, and an assembly groove which runs through the front and rear and is adapted to the beam support is provided on the surface of the support, and a plurality of symmetrically arranged auxiliary fixing members are fixedly connected on both sides of the beam support, and U-shaped clamps are provided on both the front and rear sides of the support, and a reinforcing rod is fixedly connected between two adjacent U-shaped clamps, and a clamp is fixedly installed on the outer side of the pier, and both sides of the clamp are fixedly connected to the support through a first connecting rod.
[0008] As a preferred embodiment, a plurality of positioning protrusions arranged in an array are evenly provided on the inner bottom of the assembly groove, symmetrically distributed card slots are provided on both sides of the positioning protrusions, a positioning groove matched with the positioning protrusions is provided on the bottom of the crossbeam bracket, and movable card blocks matched with the card slots are provided on the inner walls on both sides of the positioning grooves.
[0009] By adopting the above technical solution, the positioning protrusion and the positioning groove are initially positioned, and the movable block further limits the positioning protrusion, which can prevent the beam bracket from horizontally displacing under the action of horizontal thrust, and can effectively reduce safety hazards.
[0010] As a preferred embodiment, the inner walls on both sides of the positioning groove are provided with symmetrically distributed movable grooves, the inner side of the movable groove is provided with a spring, and the end of the spring is fixedly connected to the movable clamping block.
[0011] By adopting the above technical solution, the movable clamping block is reset under the action of the spring, which is convenient for limiting the positioning protrusion and ensuring that the positioning protrusion and the positioning groove cooperate more firmly.
[0012] As a preferred embodiment, the auxiliary fixing part includes a shuttle plate, a waist-shaped adjustment hole is opened in the middle of the shuttle plate, a first positioning bolt is passed through the waist-shaped adjustment hole, one end of the first positioning bolt is fixedly connected to the outer side of the beam bracket, and the other end is threadedly connected to a fixing nut, symmetrically distributed positioning holes are provided at both ends of the shuttle plate, a second positioning bolt is threaded in the positioning hole, a fixing screw hole compatible with the second positioning bolt is opened on the outer side of the beam bracket, and the lower end of the U-shaped clip is sleeved on the outer side of the second positioning bolt.
[0013] By adopting the above technical solution, the waist-shaped adjustment hole is responsible for adjusting the height of the shuttle plate on the outside of the support and making the positioning holes at both ends of the shuttle plate consistent with the fixing screw holes, and then the second positioning bolt is inserted into the positioning hole and the fixing screw hole in sequence, thereby fixing the shuttle plate to the outside of the support, thereby making the connection between the support and the crossbeam bracket more stable.
[0014] As a preferred embodiment, a first positioning cylinder is provided between the waist-shaped adjustment hole and the positioning hole, a second positioning cylinder is provided on the surface of the clamp, and a second connecting rod is fixedly installed between the first positioning cylinder and the second positioning cylinder.
[0015] By adopting the above technical solution and assembling the second connecting rod between the first positioning cylinder and the second positioning cylinder, the connection firmness between the clamp and the support is further enhanced.
[0016] As a preferred embodiment, a buffer rubber pad is provided on the inner wall of the assembly groove.
[0017] By adopting the above technical solution, the buffer rubber pad helps to alleviate the vibration of the bridge deck, thereby improving the seismic performance of the steel temporary bridge.
[0018] Beneficial effects of this application:
[0019] The steel temporary bridge assembly is provided with bridge piers, beam supports, seats and auxiliary fixings. First, the U-shaped clamp is hung on the beam support, and then the beam support is placed in the assembly groove on the top of the seat. Preliminary positioning is performed by the positioning protrusion and the positioning groove. The movable clamp further limits the positioning protrusion, which can prevent the beam support from horizontal displacement under the action of horizontal thrust, and can effectively reduce safety hazards. The waist-shaped adjustment hole is responsible for adjusting the height of the shuttle plate on the outside of the seat and making the positioning holes at both ends of the shuttle plate consistent with the fixing screw holes. Then the second positioning bolt is inserted into the positioning hole and the fixing screw hole in turn, thereby fixing the shuttle plate on the outside of the seat, thereby making the connection between the seat and the beam support more stable; the second connecting rod can further enhance the connection firmness between the clamp and the seat. BRIEF DESCRIPTION OF THE DRAWINGS
[0020] Figure 1 This is the main view of this application;
[0021] Figure 2 A side cross-sectional view of the present application;
[0022] Figure 3 For this application Figure 2 A is an enlarged structural diagram;
[0023] Figure 4 This is a top cross-sectional view of the present application.
[0024] Numbers in the figure: 1. Bridge pier; 2. Crossbeam bracket; 3. Support; 4. Assembly groove; 5. Auxiliary fixing piece; 51. Shuttle plate; 52. Waist-shaped adjustment hole; 53. First positioning bolt; 54. Fixing nut; 55. Positioning hole; 56. Second positioning bolt; 57. First positioning cylinder; 58. Second positioning cylinder; 59. Second connecting rod; 6. U-shaped clamp; 7. Reinforcing rod; 8. Clamp; 9. First connecting rod; 10. Positioning protrusion; 11. Clamping groove; 12. Positioning groove; 13. Movable clamping block; 14. Movable groove; 15. Spring; 16. Buffer rubber pad. DETAILED DESCRIPTION
[0025] The technical solutions in the embodiments of the present application will be clearly and completely described below in conjunction with the drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, rather than all of the embodiments.
[0026] Reference Figure 1-4A steel temporary bridge assembly comprises a pier 1 and a beam support 2, a support 3 is provided on the top of the pier 1, a mounting groove 4 which runs through the support 3 and matches the beam support 2 is provided on the surface of the support 3, a plurality of symmetrically arranged auxiliary fixing members 5 are fixedly connected on both sides of the beam support 2, U-shaped clamps 6 are provided on both sides of the support 3, a reinforcing rod 7 is fixedly connected between two adjacent U-shaped clamps 6, a clamp hoop 8 is fixedly installed on the outer side of the pier 1, and both sides of the clamp hoop 8 are fixedly connected to the support 3 through a first connecting rod 9.
[0027] Reference Figure 2 and Figure 4 The inner bottom of the assembly groove 4 is evenly provided with a plurality of positioning protrusions 10 arranged in an array, and symmetrically distributed card grooves 11 are provided on both sides of the positioning protrusions 10. The bottom of the beam bracket 2 is provided with a positioning groove 12 adapted to the positioning protrusions 10, and the inner walls on both sides of the positioning grooves 12 are provided with movable card blocks 13 adapted to the card grooves 11. The positioning protrusions 10 are initially positioned with the positioning grooves 12, and the movable card blocks 13 further limit the positioning protrusions 10, which can prevent the beam bracket 2 from horizontally displacing under the action of horizontal thrust, and can effectively reduce safety hazards.
[0028] Reference Figure 4 The inner walls on both sides of the positioning groove 12 are provided with symmetrically distributed movable grooves 14, and the inner side of the movable groove 14 is provided with a spring 15. The end of the spring 15 is fixedly connected to the movable block 13. The movable block 13 is reset under the action of the spring 15, which is convenient for limiting the positioning protrusion 10 and ensuring that the positioning protrusion 10 and the positioning groove 12 are more firmly matched.
[0029] Reference Figure 1 and Figure 4 The auxiliary fixing member 5 includes a shuttle plate 51, a waist-shaped adjustment hole 52 is opened in the middle of the shuttle plate 51, and a first positioning bolt 53 is penetrated in the waist-shaped adjustment hole 52, one end of the first positioning bolt 53 is fixedly connected to the outer side of the beam bracket 2, and the other end is threadedly connected with a fixing nut 54, two ends of the shuttle plate 51 are provided with symmetrically distributed positioning holes 55, and a second positioning bolt 56 is screwed in the positioning hole 55, and the outer side of the beam bracket 2 is provided with a fixing screw hole adapted to the second positioning bolt 56, and the lower end of the U-shaped clamp 6 is sleeved on the outer side of the second positioning bolt 56, and the waist-shaped adjustment hole 52 is responsible for adjusting the height of the shuttle plate 51 on the outer side of the support 3 and making the positioning holes 55 at both ends of the shuttle plate 51 consistent with the fixing screw holes, and then the second positioning bolt 56 is inserted into the positioning hole 55 and the fixing screw hole in sequence, thereby fixing the shuttle plate 51 to the outer side of the support, thereby making the connection between the support 3 and the beam bracket 2 more stable.
[0030] Reference Figure 1A first positioning tube 57 is provided between the waist-shaped adjustment hole 52 and the positioning hole 55, and a second positioning tube 58 is provided on the surface of the clamp 8. A second connecting rod 59 is fixedly installed between the first positioning tube 57 and the second positioning tube 58. By assembling the second connecting rod 59 between the first positioning tube 57 and the second positioning tube 58, the connection firmness between the clamp 8 and the support 3 is further enhanced.
[0031] Reference Figure 2 The inner wall of the assembly groove 4 is provided with a buffer rubber pad 16, which helps to alleviate the vibration of the bridge deck, thereby improving the seismic performance of the steel temporary bridge.
[0032] Working principle: first, hang the U-shaped clamp 6 on the beam bracket 2, and then place the beam bracket 2 in the assembly groove 4 on the top of the support 3, and perform preliminary positioning through the positioning protrusion 10 and the positioning groove 12. The movable clamp block 13 further limits the positioning protrusion 10, which can prevent the beam bracket 2 from horizontally displacing under the action of horizontal thrust, and can effectively reduce safety hazards. The waist-shaped adjustment hole 52 is responsible for adjusting the height of the shuttle plate 51 on the outside of the support 3 and making the positioning holes 55 at both ends of the shuttle plate 51 consistent with the fixing screw holes, and then the second positioning bolt 56 is inserted into the positioning hole 55 and the fixing screw hole in turn, thereby fixing the shuttle plate 51 to the outside of the support, thereby making the connection between the support 3 and the beam bracket 2 more stable, and by setting the second connecting rod 59, the connection firmness between the clamp 8 and the support 3 is further enhanced, and the buffer rubber pad 16 helps to alleviate the vibration of the bridge deck, thereby improving the seismic performance of the steel temporary bridge.
[0033] The above is only a preferred specific implementation manner of the present application, but the protection scope of the present application is not limited thereto. Any technician familiar with the technical field can make equivalent substitutions or changes within the technical scope disclosed in the present application according to the technical solution and utility model concept of the present application, which should be covered by the protection scope of the present application.
Claims
1. A steel temporary bridge assembly, comprising a bridge pier (1) and a crossbeam support (2), characterized in that: A support (3) is provided on the top of the pier (1), and a mounting groove (4) which runs through the support (3) and matches the crossbeam bracket (2) is provided on the surface of the support (3), and a plurality of symmetrically arranged auxiliary fixing members (5) are fixedly connected to both sides of the crossbeam bracket (2), and a U-shaped clamp (6) is provided on both sides of the support (3), and a reinforcing rod (7) is fixedly connected between two adjacent U-shaped clamps (6). A clamp (8) is fixedly installed on the outside of the pier (1), and both sides of the clamp (8) are fixedly connected to the support (3) through a first connecting rod (9); a plurality of positioning protrusions (10) arranged in an array are evenly provided on the inner bottom of the mounting groove (4), and symmetrically distributed clamping grooves (11) are provided on both sides of the positioning protrusions (10), and a positioning groove (12) matching the positioning protrusions (10) is provided on the bottom of the crossbeam bracket (2), and both sides of the inner walls of the positioning groove (12) are provided with movable clamping blocks (13) matching the clamping grooves (11).
2. A steel temporary bridge assembly according to claim 1, characterized in that: The inner walls on both sides of the positioning groove (12) are provided with symmetrically distributed movable grooves (14), the inner side of the movable groove (14) is provided with a spring (15), and the end of the spring (15) is fixedly connected to the movable clamping block (13).
3. A steel temporary bridge assembly according to claim 1, characterized in that: The auxiliary fixing member (5) comprises a shuttle plate (51), a waist-shaped adjustment hole (52) is provided in the middle of the shuttle plate (51), a first positioning bolt (53) is passed through the waist-shaped adjustment hole (52), one end of the first positioning bolt (53) is fixedly connected to the outer side of the cross beam bracket (2), and the other end is threadedly connected to a fixing nut (54), symmetrically distributed positioning holes (55) are provided at both ends of the shuttle plate (51), a second positioning bolt (56) is threadedly connected in the positioning hole (55), a fixing screw hole matched with the second positioning bolt (56) is provided on the outer side of the cross beam bracket (2), and the lower end of the U-shaped clamp (6) is sleeved on the outer side of the second positioning bolt (56).
4. A steel temporary bridge assembly according to claim 3, characterized in that: A first positioning cylinder (57) is provided between the waist-shaped adjustment hole (52) and the positioning hole (55), a second positioning cylinder (58) is provided on the surface of the clamp (8), and a second connecting rod (59) is fixedly installed between the first positioning cylinder (57) and the second positioning cylinder (58).
5. A steel temporary bridge assembly according to claim 1, characterized in that: The inner wall of the assembly groove (4) is provided with a buffer rubber pad (16).
Citation Information
Patent Citations
Temporary steel bridge assembly
CN219951655U
