Bridge expansion joint device
By introducing beam units, bearing seats, and damping components into the bridge expansion joint device, and linking multiple damping components with a linkage rod, the problem of insufficient durability and stability of the bridge expansion joint device is solved, achieving higher durability and stability.
Patent Information
- Application Number
- CN202310694923.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2023-06-12
- Publication Date
- 2025-11-18
- Estimated Expiration
- 2043-06-12
AI Technical Summary
Existing bridge expansion joint devices have low durability and poor stability, and are easily damaged by vehicles running over them.
A bridge expansion joint device was designed, comprising a beam unit, a bearing seat, a connecting unit, and a damping component. The damping component buffers the force of vehicles, and the linkage rod links multiple damping components to increase stability and structural strength.
It improves the durability and stability of bridge expansion joint devices, reduces the direct pressure of vehicles on the devices, and enhances the stability and reliability of the overall structure.
Smart Images

Figure CN116752436B_ABST
Abstract
Description
Technical Field
[0001] This invention relates to the field of expansion joint technology, and in particular to a bridge expansion joint device. Background Technology
[0002] With the continuous development of society, bridge construction has also become increasingly important in my country, and expansion joint devices play a crucial role in the bridge construction process. Bridge expansion joints refer to expansion joint devices that are typically installed between the ends of two beams, between the beam end and the abutment, or at the hinged joints of the bridge to accommodate bridge deck deformation.
[0003] In related technologies, Chinese Patent Publication No. CN213476605U discloses a bridge expansion joint device, which is indirectly connected to both ends of a bridge to facilitate smooth vehicle passage and ensure the normal use of the bridge deck. However, over time, the structure of the aforementioned bridge expansion joint device is prone to damage after repeated vehicle traffic, resulting in low durability and poor stability. Summary of the Invention
[0004] This invention provides a bridge expansion joint device to solve the problems of low durability and poor stability of existing bridge expansion joint devices.
[0005] This invention provides a bridge expansion joint device, comprising:
[0006] Two sets of beam units are arranged facing each other and can move towards or away from each other. Each beam unit includes a beam assembly and a pressure-bearing seat for bearing pressure. The pressure-bearing seat is movably disposed on the beam assembly. The two sets of pressure-bearing seats are located between the two sets of beam assemblies, and the pressure-bearing seats can move towards or away from the beam assembly.
[0007] A connecting unit is disposed between two sets of beam units. The two ends of the connecting unit are respectively connected to the two sets of beam units, and the two ends of the connecting unit can move with the two sets of beam units to be close to each other or away from each other.
[0008] In the same group of beam units, multiple damping components are provided between the beam assembly and the bearing seat. The multiple damping components can move relative to the beam assembly to buffer the force transmitted from the bearing seat to the beam assembly.
[0009] A linkage rod is provided between any two adjacent damping components, and the linkage rod is used to link and cooperate multiple damping components.
[0010] According to a bridge expansion joint device provided by the present invention, the top surface of the bearing seat is positioned higher than the top surface of the beam assembly.
[0011] According to the present invention, a bridge expansion joint device is provided, wherein the shock absorption component comprises:
[0012] An elastic element, one end of which is connected to the beam assembly;
[0013] A support member, one end of which is connected to the pressure-bearing seat and the other end of which is connected to the other end of the elastic member, wherein the support member can move relative to the beam assembly along with the pressure-bearing seat;
[0014] In this configuration, the support members of multiple shock-absorbing components are all connected to the linkage rod.
[0015] According to a bridge expansion joint device provided by the present invention, the support member and the beam assembly are slidably connected up and down, one of the beam assembly and the support member is provided with a sliding channel, and the other of the beam assembly and the support member is provided with a sliding part that slides and engages with the sliding channel.
[0016] According to the present invention, a bridge expansion joint device is provided, wherein the beam assembly includes:
[0017] Beam structure;
[0018] A first support plate is connected to the bottom of the beam. A portion of the first support plate extends to one side of the beam to form an installation area. The damping component is located in the installation area, and the pressure-bearing seat is arranged correspondingly to the installation area.
[0019] The second support plate is located below the first support plate.
[0020] A pad is disposed between the first support plate and the second support plate, and the upper and lower sides of the pad are respectively connected to the first support plate and the second support plate;
[0021] The two ends of the connecting unit are respectively connected to the first support plate in the two sets of beam units.
[0022] According to a bridge expansion joint device provided by the present invention, a plurality of first anchor rods are provided on one side of the beam, and a plurality of second anchor rods are provided at the bottom of the second support plate, wherein the axes of the first anchor rods and the axes of the second anchor rods are perpendicular to each other.
[0023] According to a bridge expansion joint device provided by the present invention, the width of the first support plate and the width of the second support plate are both greater than the width of the pad, so that a groove is formed by the cooperation of one side of the first support plate, one side of the pad, and one side of the second support plate.
[0024] According to a bridge expansion joint device provided by the present invention, the connecting unit is a flexible member that can deform, the length of the flexible member is adapted to the length of the bearing seat, and the flexible member is provided with a drainage channel for draining liquid flowing into the two sets of beam units.
[0025] The drainage groove of the flexible component is arranged at an angle relative to the first support plate.
[0026] According to a bridge expansion joint device provided by the present invention, the bottom surface height of the pad is lower than the bottom surface height of the flexible member.
[0027] According to a bridge expansion joint device provided by the present invention, the pressure-bearing seat includes a seat body and a plurality of locking blocks spaced apart on one side of the seat body, and the bottom surface of the seat body is connected to the shock-absorbing component;
[0028] In this arrangement, multiple locking blocks of the bearing seat of one group of beam units and multiple locking blocks of the bearing seat of another group of beam units are staggered.
[0029] The bridge expansion joint device provided by this invention, by being installed at the connection of the bridge, allows the shock-absorbing components to act as a buffer when a vehicle passes over the bearing seat. Furthermore, multiple shock-absorbing components facilitate all-around damping of the relative movement between the bearing seat and the beam assembly, reducing the direct pressure of the vehicle on the bridge expansion joint device. It exhibits high durability, stability, and reliability. In addition, by incorporating a linkage rod, multiple shock-absorbing components are simultaneously linked and coordinated, increasing the integrity, stability, and structural strength of the bridge expansion joint device. Attached Figure Description
[0030] To more clearly illustrate the technical solutions in this invention or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are some embodiments of this invention. For those skilled in the art, other drawings can be obtained from these drawings without creative effort.
[0031] Figure 1 This is a structural schematic diagram of the bridge expansion joint device provided by the present invention;
[0032] Figure 2 yes Figure 1 A cross-sectional schematic diagram;
[0033] Figure 3 yes Figure 1 Another perspective structural diagram;
[0034] Figure 4 This is a structural schematic diagram of the beam assembly and vibration damping assembly provided by the present invention;
[0035] Figure 5 yes Figure 4 Another structural diagram of the central beam assembly and damping assembly, in which one of the damping assembly's support members is removed;
[0036] Figure 6 This is a structural schematic diagram of the support component;
[0037] Figure 7 This is a schematic diagram of the fitting structure of the bearing seats of two sets of beam units.
[0038] Figure 8 This is a schematic diagram of the pressure-bearing seat provided by the present invention.
[0039] Figure label:
[0040] 11. Beam assembly; 111. Beam; 112. First support plate; 113. Second support plate; 114. Pad plate; 115. First anchor bolt; 116. Second anchor bolt; 12. Pressure bearing seat; 121. Seat body; 122. Locking block; 20. Connecting unit; 21. Drainage channel; 30. Vibration damping assembly; 31. Elastic element; 32. Support element; 40. Linkage rod; 51. Sliding channel; 52. Sliding part. Detailed Implementation
[0041] To make the objectives, technical solutions, and advantages of this invention clearer, the technical solutions of this invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some, not all, of the embodiments of this invention. All other embodiments obtained by those skilled in the art based on the embodiments of this invention without creative effort are within the scope of protection of this invention.
[0042] The following is combined Figures 1-8 In describing the bridge expansion joint device of the present invention, it should be noted that the above-mentioned bridge expansion joint device can be applied not only between the ends of two beams, between the beam end and the abutment, or at the hinged position of the bridge, but also at the connection points of both ends of a road. In some embodiments of the present invention, the bridge expansion joint device of the present invention is installed at the connection point of the bridge and is installed in conjunction with the bridge body.
[0043] like Figures 1 to 5 as well as Figure 7As shown, the bridge expansion joint device according to the present invention includes: two sets of beam units 10, which are arranged facing each other and can move towards or away from each other. Each beam unit 10 includes a beam assembly 11 and a pressure-bearing seat 12 for bearing pressure. The pressure-bearing seat 12 is movably disposed on the beam assembly 11, and the two sets of pressure-bearing seats 12 are located between the two sets of beam assemblies 11, and the pressure-bearing seats 12 can move towards or away from the beam assembly 11; and a connecting unit 20, which is disposed between the two sets of beam units 10. The ends are respectively connected to two sets of beam units 10, and the two ends of the connecting unit 20 can move with the two sets of beam units 10 to be close to each other or away from each other; in the same set of beam units 10, multiple damping components 30 are provided between the beam assembly 11 and the bearing seat 12, and the multiple damping components 30 can move relative to the beam assembly 11 to buffer the force transmitted from the bearing seat 12 to the beam assembly 11; wherein, a linkage rod 40 is provided between any two adjacent damping components 30, and the linkage rod 40 is used to link the multiple damping components 30 together.
[0044] The bridge expansion joint device provided by this invention, by setting the present invention at the connection of the bridge, allows the shock-absorbing components 30 to play a buffering role when a vehicle passes over the bearing seat 12. Moreover, multiple shock-absorbing components 30 are beneficial to damping the relative movement between the bearing seat 12 and the beam assembly 11 in all directions, reducing the direct pressure of the vehicle on the bridge expansion joint device, and has high durability, good stability and reliability. In addition, by setting the linkage rod 40, the linkage rod 40 simultaneously links and cooperates multiple shock-absorbing components 30, increasing the integrity, stability and structural strength of the bridge expansion joint device.
[0045] It is understandable that, such as Figure 3 As shown, in some embodiments of the present invention, the top surface of the bearing seat 12 is positioned higher than the top surface of the beam assembly 11. Using this structure, the damping assembly 30 can be used to buffer the bridge expansion joint device, increasing its durability and reliability.
[0046] like Figures 1 to 6 As shown, in some embodiments of the present invention, the shock-absorbing component 30 includes: an elastic member 31, one end of which is connected to the beam assembly 11; and a support member 32, one end of which is connected to the pressure seat 12, and the other end of which is connected to the other end of the elastic member 31. The support member 32 can move relative to the beam assembly 11 along with the pressure seat 12. The support members 32 of multiple shock-absorbing components 30 are all connected to the linkage rod 40. With the above structure, during use, when the pressure seat 12 vibrates due to external factors such as vehicle pressure, the pressure seat 12 displaces towards the shock-absorbing component 30, pushing the support member 32. The support member 32 then compresses the elastic member 31, causing the elastic member 31 to contract. The elasticity of the elastic member 31 itself then provides shock absorption.
[0047] It is understood that the aforementioned linkage rod 40 can be set to one, with one linkage rod 40 passing through all the support members 32; in some embodiments, the number of linkage rods 40 is set to multiple, with one linkage rod installed between any two adjacent support members 32, which still has the above-mentioned effect, and is not limited here.
[0048] Specifically, such as Figures 1 to 6 As shown, in some embodiments of the present invention, the support member 32 is slidably connected to the beam assembly 11, the beam assembly 11 is provided with a sliding channel 51, and the support member 32 is provided with a sliding part 52 that slides and engages with the sliding channel 51. Using the above structure, the sliding engagement of the sliding part 52 and the sliding channel 51 improves the installation stability of the support member 32 and the elastic member 31, making both the support member 32 and the elastic member 31 more reliable and compact when moving with the bearing seat 12.
[0049] Of course, in some embodiments, the sliding part 52 may also be provided on the beam assembly 11, and the sliding channel 51 may be provided on the support member 32, which is not limited here.
[0050] It should be noted that the elastic element 31 is a cylindrical shock-absorbing spring. Of course, in some embodiments, the elastic element 31 can also be set as an elastic pad, elastic plate, etc. The bearing seat 12 moves up and down relative to the beam assembly 11 and can drive the support 32 to move and the elastic element 31 to elastically reset. The support 32 is provided with an installation recess that cooperates with the bearing seat 12, and the longitudinal section of the support 32 is L-shaped.
[0051] It is understood that in some embodiments of the present invention, along the vertical direction of the beam assembly 11, the length of the sliding channel 51 is greater than the length of the shock absorber, the height of the bottom surface of the sliding channel 51 is higher than the height of the bottom surface of the shock absorber, and the sliding part 52 moves relative to the sliding channel 51 to match the displacement caused by the elastic deformation of the shock absorber, thereby maximizing the range of movement of the slider and adapting to the vertical movement of the shock absorber.
[0052] It should also be noted that, such as Figure 6As shown, in some embodiments of the present invention, the sliding part 52 includes a sliding section and a limiting section. One end of the sliding section is integrally formed with the limiting section. The width of the sliding section is adapted to the inner diameter of the sliding channel 51, and the width of the limiting section is greater than the inner diameter of the sliding channel 51. During installation, the support member 32 corresponds to the sliding channel 51, the sliding section passes through the sliding channel 51, and the other end of the sliding section is fixedly connected to the support member 32 by bolts or other fasteners or welding. Alternatively, in some embodiments, the sliding section and the limiting section are separate structures, with the sliding section integrally formed with the support member 32, or the sliding section and the support member 32 are fixedly connected by bolts or other fasteners or welding, and the limiting section is fixedly connected to the sliding section by bolts or other fasteners or welding. With the above structure, the sliding section moves up and down along the sliding channel 51, and the limiting section restricts the relative position of the support member 32 and the beam assembly 11, preventing displacement and providing good stability. It is understood that the sliding part 52 is a T-shaped structure.
[0053] It is conceivable that in some embodiments of the present invention, the elastic member 31 is fixedly connected to the beam assembly 11 by fasteners such as bolts or welding; the support member 32 and the elastic member 31 are fixedly connected by fasteners such as bolts or welding; and the support member 32 and the bearing seat 12 are fixedly connected by fasteners such as bolts or welding.
[0054] like Figures 1 to 5 As shown, in some embodiments of the present invention, the beam assembly 11 includes: a beam 111; a first support plate 112 connected to the bottom of the beam 111, with an upper portion extending to one side of the beam 111 to form an installation area, a damping component 30 located in the installation area, and a bearing seat 12 correspondingly arranged to the installation area; a second support plate 113 located below the first support plate 112; and a pad 114 disposed between the first support plate 112 and the second support plate 113, with its upper and lower sides respectively connected to the first support plate 112 and the second support plate 113; wherein, the two ends of the connecting unit 20 are respectively connected to the first support plate 112 in the two sets of beam units 10. Using the above structure improves the structural strength and stability of the beam assembly 11, and the structure is reasonable and easy to manufacture.
[0055] It should be noted that the sum of the length of the damping spring, the distance between the upper and lower ends of the support member 32, and the thickness of the bearing seat 12 is greater than the thickness of the beam 111, and the top surface height of the bearing seat 12 is higher than the top surface height of the beam 111.
[0056] Specifically, such as Figures 1 to 5As shown, in some embodiments of the present invention, a plurality of first anchor rods 115 are provided on one side of the beam 111, and a plurality of second anchor rods 116 are provided at the bottom of the second support plate 113. The axes of the first anchor rods 115 and the axes of the second anchor rods 116 are perpendicular to each other. With the above structure, the first anchor rods 115 and the second anchor rods 116 can be used to strengthen the connection between the bridge expansion joint device and the installation location. The installation location can be, for example, between the ends of two beams, between the beam end and the abutment, or at the hinge point of the bridge; or at the roadbed, etc.
[0057] It is understandable that, such as Figures 1 to 5 As shown, in some embodiments of the present invention, the width of the first support plate 112 and the width of the second support plate 113 are both greater than the width of the pad 114, so that one side of the first support plate 112, one side of the pad 114 and one side of the second support plate 113 cooperate to form a groove, which further improves the reliability and firmness of the bridge expansion joint device installed at the installation position. For example, during installation, concrete is filled into the groove to improve installation stability.
[0058] Specifically, such as Figures 1 to 5 As shown, in some embodiments of the present invention, the connecting unit 20 is a deformable flexible component, the length of which is adapted to the length of the bearing seat 12. A drainage channel 21 is provided on the flexible component to drain liquid flowing into the two sets of beam units 10. The drainage channel 21 of the flexible component is arranged at an angle relative to the first support plate 112. Using the above structure, the drainage channel 21 of the flexible component guides and drains rainwater flowing into the bridge expansion joint device, preventing rainwater from corroding the device and the bridge deck. The angled arrangement of the drainage channel 21 of the flexible component further improves the drainage effect.
[0059] In some embodiments of the present invention, the bottom surface of the pad 114 is lower than the bottom surface of the flexible component. This structure prevents the bottom of the flexible component from being affected, thereby avoiding impact on the drainage effect of the drainage channel 21.
[0060] It should be noted that in some embodiments of the present invention, the above-mentioned flexible component is made of rubber. Of course, in some embodiments, the flexible component may also be made of other flexible elastomer materials, which are not limited here. The longitudinal cross-section of the above-mentioned flexible component is arc-shaped, that is, the flexible component is a U-shaped structure. The two ends of the flexible component are respectively fixed to the first support plate 112 by welding or snap-fitting.
[0061] It is understandable that, such as Figures 1 to 3 as well as Figure 7 and Figure 8As shown, in some embodiments of the present invention, the pressure-bearing seat 12 includes a seat body 121 and a plurality of locking blocks 122 spaced apart on one side of the seat body 121. The bottom surface of the seat body 121 is connected to the shock-absorbing component 30. The plurality of locking blocks 122 of the pressure-bearing seat 12 of one set of beam units 10 and the plurality of locking blocks 122 of the pressure-bearing seat 12 of another set of beam units 10 are arranged alternately. This structure allows the two sets of beam units 10 to move towards each other or away from each other, resulting in a reasonable structure and ingenious design. In use, rainwater and other liquids can flow through the gaps between adjacent locking blocks 122 into the drainage groove 21 of the flexible component, thereby being guided out.
[0062] It should be noted that the width of the aforementioned flexible component is greater than the distance between the end of the card block 122 that is connected to the seat 121 and the other end that is away from the seat 121, so that when the multiple card blocks 122 of the bearing seats 12 of the two sets of beam units 10 are arranged in an alternating manner after installation, the flexible component can fully drain the area where the card blocks 122 on both sides cooperate.
[0063] In some embodiments of the present invention, the length of the beam 111, the first support plate 112, the pad 114 and the second support plate 113 are equal, and the length of the flexible member is equal to the length of the first support plate 112, so as to further guide and discharge the rainwater flowing into the bridge expansion joint device, and prevent the rainwater from corroding the device and the bridge deck.
[0064] In some embodiments of the present invention, during installation, the beam 111 of the two sets of beam units 10, a portion of the first support plate 112, the pad plate 114, and the second support plate 113 are embedded in the bridge, at which time the first anchor rod 115 and the second anchor rod 116 play a fixing role.
[0065] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention, and not to limit them; although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art should understand that modifications can still be made to the technical solutions described in the foregoing embodiments, or equivalent substitutions can be made to some of the technical features; and these modifications or substitutions do not cause the essence of the corresponding technical solutions to deviate from the spirit and scope of the technical solutions of the embodiments of the present invention.
Claims
1. A bridge expansion joint device, characterized in that, include: Two sets of beam units (10) are arranged facing each other and can move towards or away from each other. Each beam unit (10) includes a beam assembly (11) and a pressure bearing seat (12) for bearing pressure. The pressure bearing seat (12) is movably disposed on the beam assembly (11). The two sets of pressure bearing seats (12) are located between the two sets of beam assemblies (11) and the pressure bearing seat (12) can move towards or away from the beam assembly (11). A connecting unit (20) is disposed between two sets of beam units (10). The two ends of the connecting unit (20) are respectively connected to the two sets of beam units (10), and the two ends of the connecting unit (20) can move with the two sets of beam units (10) to be close to each other or away from each other. In the same group of beam units (10), a plurality of damping components (30) are provided between the beam assembly (11) and the bearing seat (12). The plurality of damping components (30) can move relative to the beam assembly (11) to buffer the force transmitted from the bearing seat (12) to the beam assembly (11). A linkage rod (40) is provided between any two adjacent shock-absorbing components (30), and the linkage rod (40) is used to link and cooperate multiple shock-absorbing components (30). The shock absorption assembly (30) includes: An elastic element (31) is provided, one end of which is connected to the beam assembly (11); Support member (32), one end of which is connected to the pressure seat (12) and the other end of which is connected to the other end of the elastic member (31), the support member (32) can move relative to the beam assembly (11) along with the pressure seat (12); The support members (32) of the multiple shock-absorbing components (30) are all connected to the linkage rod (40).
2. The bridge expansion joint device according to claim 1, characterized in that, The top surface of the bearing seat (12) is higher than the top surface of the beam assembly (11).
3. The bridge expansion joint device according to claim 1 or 2, characterized in that, The support member (32) is slidably connected to the beam assembly (11) in a vertical manner. One of the beam assembly (11) and the support member (32) is provided with a sliding channel (51), and the other of the beam assembly (11) and the support member (32) is provided with a sliding part (52) that slides and engages with the sliding channel (51).
4. The bridge expansion joint device according to claim 1, characterized in that, The beam assembly (11) includes: Beam (111); The first support plate (112) is connected to the bottom of the beam (111). A portion of the upper part of the first support plate (112) extends to one side of the beam (111) to form an installation area. The damping component (30) is located in the installation area, and the pressure bearing seat (12) is arranged correspondingly to the installation area. The second support plate (113) is located below the first support plate (112). A pad (114) is disposed between the first support plate (112) and the second support plate (113), and the upper and lower sides of the pad (114) are respectively connected to the first support plate (112) and the second support plate (113); The two ends of the connecting unit (20) are respectively connected to the first support plate (112) in the two sets of beam units (10).
5. The bridge expansion joint device according to claim 4, characterized in that, A plurality of first anchor rods (115) are provided on one side of the beam (111), and a plurality of second anchor rods (116) are provided at the bottom of the second support plate (113). The axes of the first anchor rods (115) and the axes of the second anchor rods (116) are perpendicular to each other.
6. The bridge expansion joint device according to claim 4, characterized in that, The width of the first support plate (112) and the width of the second support plate (113) are both greater than the width of the pad (114), so that a groove is formed by the cooperation of one side of the first support plate (112), one side of the pad (114) and one side of the second support plate (113).
7. The bridge expansion joint device according to claim 4, characterized in that, The connecting unit (20) is a flexible component that can deform. The length of the flexible component is adapted to the length of the pressure seat (12). The flexible component is provided with a drainage groove (21), which is used to drain the liquid flowing into the two sets of beam units (10). The drainage groove (21) of the flexible component is arranged at an angle relative to the first support plate (112).
8. The bridge expansion joint device according to claim 7, characterized in that, The bottom surface height of the pad (114) is lower than the bottom surface height of the flexible element.
9. The bridge expansion joint device according to claim 1, characterized in that, The pressure-bearing seat (12) includes a seat body (121) and a plurality of locking blocks (122) spaced apart on one side of the seat body (121). The bottom surface of the seat body (121) is connected to the shock-absorbing component (30). In this arrangement, a plurality of the locking blocks (122) of the bearing seat (12) of one group of beam units (10) and a plurality of the locking blocks (122) of the bearing seat (12) of another group of beam units (10) are arranged alternately.
Citation Information
Patent Citations
Bridge expansion joint device
CN213476605U
Road and bridge expansion joint structure
CN210946478U
Bridge expansion joint device
CN220013367U