Connecting structure for connecting abutment with embankment and construction method of connecting structure

By using the combination of curved plates, gravel and concrete in bridge construction, combined with the connection between the cover plate and the annular limit plate, and the shock-absorbing structure of the slider, the second spring and friction pad, the problem that the embankment retaining wall structure cannot bear the vertical load of the bridge is solved, efficient shock absorption and safety monitoring of the bridge is achieved, and construction quality and the service life of the river embankment are improved.

CN120083116APending Publication Date: 2025-06-03CHINA MERCHANTS CHONGQING COMM RES & DESIGN INST +2
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Patent Information

Application Number
CN202510492481.0
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-04-18
Publication Date
2025-06-03

AI Technical Summary

Technical Problem

In the construction of existing bridges connected to the embankment, the embankment retaining wall structure cannot effectively carry the vertical load of the bridge, resulting in the need to demolish the existing embankment retaining wall for reinforcement. The construction period is long, the construction is difficult and the cost is high. The bridge has poor shock absorption effect and lacks alarm function.

Method used

It provides a connecting structure for connecting the embankment. Through the combination of arc plates, gravel and concrete, the strength of the bridge pier is enhanced, and the connection between the cover plate and the annular limit plate is used to achieve accurate positioning of the bridge deck. At the same time, through structures such as sliders, second springs and friction pads, the bridge's shock absorption and damping effects are achieved, and safety monitoring functions are provided.

Benefits of technology

It effectively enhances the strength and construction quality of the bridge pier, extends the service life of the river embankment, and realizes effective shock absorption and safety monitoring of the bridge, solving the problems of long construction period, high construction difficulty, high cost and poor shock absorption effect in the existing technology.

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Abstract

The invention relates to a connecting structure for connecting an abutment with an embankment and a construction method thereof. A river bank is arranged on one side of the river bank, a mounting hole is formed in the top of the river bank, a supporting seat is fixedly connected to the top of the river bank, a circular seat is fixedly connected to the inner wall of the bottom of the mounting hole, and a plurality of arc-shaped plates are connected to the interior of the circular seat through connecting assemblies; the multiple arc-shaped plates are annularly arranged in the mounting hole, and the tops of the arc-shaped plates are connected with the same annular limiting plate in a clamped mode through clamping assemblies. The top of the annular limiting plate is rotationally connected with a bridge deck through a supporting assembly, wherein the top of the annular limiting plate is sleeved with a cover plate. A sliding groove is formed in the inner wall of the bottom, penetrating through the supporting base, of one end of the bridge deck slab. A monitoring assembly used for monitoring the angle of the bridge deck slab is arranged in the sliding groove. The problems that in construction of a bridge connected with an embankment at present, an embankment retaining wall structure cannot bear the vertical force of the bridge, the current embankment retaining wall structure needs to be broken, the construction period is long, the construction difficulty is large, the bridge damping effect is poor in subsequent use, and the alarm function is lacked are solved.
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Description

Technical Field

[0001] The present invention belongs to the technical field of bridge construction, and relates to a connection structure for connecting a bridge abutment to a bank and a construction method thereof. Background Art

[0002] As a key transportation infrastructure, a bridge traditionally refers to a structure that spans water areas such as rivers, lakes or seas for vehicles and pedestrians to pass through. With the progress of the modern transportation industry, its definition has also been extended to include various convenient passage facilities built to span valleys, poor geological areas or meet other transportation needs.

[0003] However, in the construction of existing bridges connected to banks, the following problems still exist: the retaining wall structure of the bank cannot effectively bear the vertical load of the bridge. To solve this problem, it is usually necessary to demolish the existing retaining wall of the bank, adopt the structure form of combining the embankment and the platform, and reinforce it with a pile foundation composite structure. This construction method not only has a long construction period, high construction difficulty, but also high cost. And in subsequent use, the shock absorption effect of the bridge is often not ideal, lacking the necessary alarm function. Summary of the Invention

[0004] In view of this, the present invention provides a connection structure for connecting a bridge abutment to a bank and a construction method thereof to solve the problems that in the construction of existing bridges connected to banks, the retaining wall structure of the bank cannot bear the vertical force of the bridge, it is necessary to break the existing retaining wall structure of the bank, carry out combined construction of the embankment and the platform, make a pile foundation composite structure, which has a long construction period, high construction difficulty, high cost, and in subsequent use, the shock absorption effect of the bridge is poor and lacks an alarm function.

[0005] To achieve the above object, the present invention provides the following technical solutions:

[0006] A connection structure for connecting a bridge abutment to a bank, comprising:

[0007] A river bank, on one side of which there is a river embankment, an installation hole is opened at the top of the river bank, a support seat is fixedly connected to the top of the river embankment, the bottom inner wall of the installation hole is fixedly connected with a circular seat, and a plurality of arc-shaped plates are connected through a connection component inside the circular seat;

[0008] The plurality of arc-shaped plates are arranged in a ring inside the installation hole, and the same annular limiting plate is clamped by a clamping component at the top of the plurality of arc-shaped plates;

[0009] An annular limiting plate is threadedly sleeved with a cover plate at the top, and a bridge deck is rotatably connected to the top of the cover plate through a support component;

[0010] One end of the bridge deck penetrates through the support seat, a chute is opened at the bottom inner wall of the support seat, and a monitoring component for monitoring the angle of the bridge deck is arranged inside the chute.

[0011] Furthermore, the connecting component includes a plurality of second grooves formed in the top of the circular seat. The bottom inner wall of the second groove is provided with a first groove, and an arc-shaped block slidably penetrates through the inside of the first groove. Between the bottom of the arc-shaped block and the bottom inner wall of the first groove, there are fixedly connected two symmetrically arranged first springs, and the top of one side of the arc-shaped block is arc-shaped.

[0012] Furthermore, one side of the arc-shaped block is fixedly connected with a side plate. The top of the side plate is provided with two symmetrically arranged rectangular grooves. The bottom of the arc-shaped plate is fixedly connected with two symmetrically arranged rectangular blocks. The rectangular blocks are used in cooperation with the arc-shaped block and are clamped with the rectangular grooves.

[0013] Furthermore, the clamping component includes an annular inner plate fixedly connected to the bottom of the annular limiting plate. The outer wall of the annular inner plate is fixedly connected with a plurality of insertion blocks. A slot is formed in one side of the arc-shaped plate, and the slot is clamped with the insertion blocks. The annular inner plate is located between a plurality of arc-shaped plates.

[0014] Furthermore, a circular plate is slidably connected to the inner wall of the circular seat. The top of the circular plate is fixedly connected with a circular rod, and the top of the circular rod is located inside the annular limiting plate.

[0015] Furthermore, the supporting component includes two symmetrically arranged supporting plates fixedly connected to the top of the cover plate. The same screw rod fixedly penetrates through the inside of the two supporting plates. Both ends of the screw rod are threadedly sleeved with fixing nuts. A circular hole is formed in the inside of the bridge deck, and the screw rod rotatably penetrates through the circular hole.

[0016] Furthermore, the monitoring component includes a slider slidably connected to the bottom inner wall of the chute. One side of the slider is fixedly connected with two symmetrically arranged push rods. One end of the push rod is fixedly connected with a spherical block. Installation grooves are formed on both sides of the top of the slider. Friction pads are embedded in the inside of the installation grooves. Between one side of the slider and one side inner wall of the chute, there is fixedly connected the same second spring. The top of the slider is fixedly connected with an arc-shaped supporting block.

[0017] Furthermore, a plurality of strip-shaped grooves are formed on both side inner walls of the chute. A strip-shaped block slidably penetrates through the inside of the strip-shaped groove. Between one end of the strip-shaped block and one side inner wall of the strip-shaped groove, there is fixedly connected the same third spring. An elastic switch is fixedly connected to one side inner wall of the chute. Two symmetrically arranged first circular grooves are formed on one side inner wall of the chute. The first circular grooves are used in cooperation with the spherical block. Two symmetrically arranged second circular grooves are formed in the inside of the support seat. The second circular grooves are communicated with the first circular grooves. An air hole is formed in the top of the support seat. The air hole is communicated with the second circular grooves. A piston plate is slidably connected to the inside of the second circular grooves.

[0018] Furthermore, an annular groove is formed in the bottom of the cover plate. The annular groove is threadedly connected with the annular limiting plate. A positioning groove is formed in the bottom of the cover plate. The positioning groove is clamped with the circular rod.

[0019] A construction method of a connection structure for connecting a bridge abutment to a bank, specifically including the following steps:

[0020] S1. Pier manufacturing: Send the circular seat into the installation hole, insert the arc plates in sequence, and use the inclined plane structure to push the arc blocks into the grooves to achieve the stable installation of the arc plates. Then cover the annular limiting plate and fill with crushed stones and concrete to manufacture the pier;

[0021] S2. Bridge deck positioning: After the pier is completed, cover the cover plate, ensure stability through the threaded connection between the annular groove and the annular limiting plate, place one end of the bridge deck on the cover plate, fix it with a screw rod and a fixing nut, and use a crane to adjust the angle of the bridge deck to the preset position;

[0022] S3. Shock absorption and safety monitoring: After the bridge deck is installed, its slight vibration is cushioned through structures such as sliders, second springs, and friction pads. When the slider moves to the extreme position, it triggers an alarm to achieve safety monitoring.

[0023] The beneficial effects of the present invention are as follows:

[0024] 1. For the connection structure for connecting a bridge abutment to a bank disclosed by the present invention, through the combination of arc plates, crushed stones, and concrete, and with the assistance of the vibration of the round plate, the voids are effectively filled, the strength of the pier is enhanced, and the manufacturing quality of the pier is improved; by using the connection between the cover plate and the annular limiting plate, and the fixation of the screw rod and the fixing nut, the precise positioning of the bridge deck is achieved, facilitating subsequent construction.

[0025] 2. For the connection structure for connecting a bridge abutment to a bank disclosed by the present invention, the bridge deck does not directly act on the river bank, extending the service life of the river bank; at the same time, through structures such as sliders, second springs, and friction pads, the shock absorption and damping effects of the bridge are achieved; when the slider moves to the farthest distance, it triggers an alarm, realizing the safety monitoring function and timely reminding the staff. It solves the problems in the construction of bridges connected to the bank at present, where the retaining wall structure of the bank cannot bear the vertical force of the bridge, and it is necessary to break the existing retaining wall structure of the bank, carry out combined construction of the embankment platform, and make a pile foundation composite structure, which has a long construction period, high construction difficulty, high cost, and poor shock absorption effect of the bridge and lack of alarm function in subsequent use.

[0026] Other advantages, objectives, and features of the present invention will be described to some extent in the subsequent specification, and to some extent, will be obvious to those skilled in the art based on the study of the following text, or can be taught from the practice of the present invention. The objectives and other advantages of the present invention can be realized and obtained through the following specification. BRIEF DESCRIPTION OF THE DRAWINGS

[0027] In order to make the objectives, technical solutions, and advantages of the present invention clearer, the present invention will be described in detail preferably with reference to the accompanying drawings, where:

[0028] Figure 1 Three - dimensional structure schematic of a connection structure for connecting an abutment to a bank in the present invention Figure 1 ;

[0029] Figure 2 Three - dimensional structure schematic of a connection structure for connecting an abutment to a bank in the present invention Figure 2 ;

[0030] Figure 3 For the present invention Figure 1 Assembly schematic diagram of the middle cover plate and the bridge deck;

[0031] Figure 4 For the present invention Figure 1 Assembly schematic diagram of the arc - shaped plate and the annular limiting plate in the present invention;

[0032] Figure 5 For the present invention Figure 1 Assembly schematic diagram of the arc - shaped plate in the present invention;

[0033] Figure 6 For the present invention Figure 1 Partial structure schematic diagram of the circular seat in the present invention;

[0034] Figure 7 For the present invention Figure 1 Structure schematic diagram of the support seat in the present invention;

[0035] Figure 8 For the present invention Figure 1 Partial structure schematic diagram of the support seat in the present invention;

[0036] Figure 9 For the present invention Figure 1 Structure schematic diagram of the slider in the present invention.

[0037] In the figure: 1, river bank; 2, river embankment; 3, cover plate; 4, bridge deck; 5, support seat; 6, arc - shaped plate; 7, installation hole; 8, round hole; 9, positioning groove; 10, annular groove; 11, screw; 12, fixing nut; 13, annular limiting plate; 14, annular inner plate; 15, insertion block; 16, insertion slot; 17, round rod; 18, round plate; 19, circular seat; 20, first groove; 21, arc - shaped block; 22, rectangular block; 23, rectangular groove; 24, side plate; 25, first spring; 26, second groove; 27, push rod; 28, slider; 29, second spring; 30, arc - shaped support block; 31, chute; 32, strip - shaped block; 33, first circular groove; 34, air hole; 35, elastic switch; 36, piston plate; 37, second circular groove; 38, strip - shaped groove; 39, third spring; 40, spherical block; 41, friction pad; 42, installation groove; 43, support plate. Detailed implementation manners

[0038] The following describes the embodiments of the present invention through specific examples. Those skilled in the art can easily understand the other advantages and effects of the present invention from the content disclosed in this specification. The present invention can also be implemented or applied through other different specific embodiments. The details in this specification can also be modified or changed based on different viewpoints and applications without departing from the spirit of the present invention. It should be noted that the diagrams provided in the following embodiments only illustrate the basic concept of the present invention in a schematic manner. Without conflict, the following embodiments and the features in the embodiments can be combined with each other.

[0039] Referring to Figure 1-9 , a connecting structure for connecting an abutment to a bank, comprising a river embankment 2 provided on one side of a riverbank 1. An installation hole 7 is opened at the top of the riverbank 1. A support seat 5 is fixedly connected to the top of the river embankment 2. The bottom inner wall of the installation hole 7 is fixedly connected to a circular seat 19. A plurality of arc-shaped plates 6 are connected through a connecting component inside the circular seat 19. The connecting component includes a plurality of second grooves 26 opened at the top of the circular seat 19. A first groove 20 is opened at the bottom inner wall of the second groove 26. An arc-shaped block 21 slidably penetrates through the inside of the first groove 20. Two symmetrically arranged first springs 25 are fixedly connected between the bottom of the arc-shaped block 21 and the bottom inner wall of the first groove 20. One side top of the arc-shaped block 21 is arc-shaped. One side of the arc-shaped block 21 is fixedly connected to a side plate 24. Two symmetrically arranged rectangular grooves 23 are opened at the top of the side plate 24. Two symmetrically arranged rectangular blocks 22 are fixedly connected to the bottom of the arc-shaped plate 6. The rectangular blocks 22 cooperate with the arc-shaped block 21 and are clamped with the rectangular grooves 23.

[0040] A plurality of arc-shaped plates 6 are arranged in a ring inside the installation hole 7. The tops of the plurality of arc-shaped plates 6 are clamped with the same annular limiting plate 13 through a clamping component. The clamping component includes an annular inner plate 14 fixedly connected to the bottom of the annular limiting plate 13. A plurality of insertion blocks 15 are fixedly connected to the outer wall of the annular inner plate 14. A slot 16 is opened on one side of the arc-shaped plate 6. The slot 16 is clamped with the insertion block 15. The annular inner plate 14 is located between the plurality of arc-shaped plates 6. A circular plate 18 is slidably connected to the inner wall of the circular seat 19. A circular rod 17 is fixedly connected to the top of the circular plate 18. The top of the circular rod 17 is located inside the annular limiting plate 13.

[0041] A cover plate 3 is threadedly sleeved on the top of the annular limiting plate 13. A bridge deck 4 is rotatably connected to the top of the cover plate 3 through a support assembly. The support assembly includes two symmetrically arranged support plates 43 fixedly connected to the top of the cover plate 3. The same screw rod 11 is fixedly penetrated through the interiors of the two support plates 43. Fixing nuts 12 are threadedly sleeved on both ends of the screw rod 11. A circular hole 8 is formed in the interior of the bridge deck 4. The screw rod 11 rotatably penetrates through the circular hole 8. An annular groove 10 is formed in the bottom of the cover plate 3. The annular groove 10 is threadedly connected to the annular limiting plate 13. A positioning groove 9 is formed in the bottom of the cover plate 3. The positioning groove 9 is engaged with the round rod 17.

[0042] One end of the bridge deck 4 penetrates through the support base 5. A sliding groove 31 is formed in the bottom inner wall of the support base 5. A monitoring assembly for monitoring the angle of the bridge deck 4 is arranged inside the sliding groove 31. The monitoring assembly includes a slider 28 slidably connected to the bottom inner wall of the sliding groove 31. Two symmetrically arranged push rods 27 are fixedly connected to one side of the slider 28. A spherical block 40 is fixedly connected to one end of the push rod 27. Installation grooves 42 are formed in both sides of the top of the slider 28. Friction pads 41 are embedded in the installation grooves 42. A same second spring 29 is fixedly connected between one side of the slider 28 and one side inner wall of the sliding groove 31. An arc-shaped support block 30 is fixedly connected to the top of the slider 28. A plurality of strip-shaped grooves 38 are formed in both side inner walls of the sliding groove 31. Strip-shaped blocks 32 are slidably penetrated through the strip-shaped grooves 38. A same third spring 39 is fixedly connected between one end of the strip-shaped block 32 and one side inner wall of the strip-shaped groove 38. An elastic switch 35 is fixedly connected to one side inner wall of the sliding groove 31. Two symmetrically arranged first circular grooves 33 are formed in one side inner wall of the sliding groove 31. The first circular grooves 33 are used in cooperation with the spherical block 40. Two symmetrically arranged second circular grooves 37 are formed in the interior of the support base 5. The second circular grooves 37 are communicated with the first circular grooves 33. An air hole 34 is formed in the top of the support base 5. The air hole 34 is communicated with the second circular grooves 37. A piston plate 36 is slidably connected to the interior of the second circular groove 37.

[0043] A construction method for a connection structure for connecting an abutment to a bank specifically includes the following steps:

[0044] S1. Pier production: Send the circular seat 19 into the installation hole 7, sequentially insert the arc-shaped plates 6, and use the inclined surface structure to push the arc-shaped blocks 21 into the grooves to realize the stable installation of the arc-shaped plates 6. Then cover the annular limiting plate 13 and fill with crushed stones and concrete to make the pier;

[0045] S2. Bridge deck 4 positioning: After the pier is completed, cover the cover plate 3, use the threaded connection between the annular groove 10 and the annular limiting plate 13 to ensure stability, place one end of the bridge deck 4 on the cover plate 3, fix it through the screw rod 11 and the fixing nut 12, and use a crane to adjust the angle of the bridge deck 4 to the preset position;

[0046] S3. Shock Absorption and Safety Monitoring: After the bridge deck 4 is installed, its slight vibration is cushioned by structures such as the slider 28, the second spring 29, and the friction pad 41. When the slider 28 moves to the extreme position, it triggers the alarm to achieve safety monitoring.

[0047] When the connecting structure for connecting the bridge abutment to the bank is in use, the circular seat 19 is inserted into the inner part of the installation hole 7, and a plurality of arc-shaped plates 6 are sequentially inserted into the inner part of the installation hole 7. At this time, the arc-shaped plate 6 drives two rectangular blocks 22 to push the arc-shaped block 21. The rectangular block 22 contacts the inclined surface of the arc-shaped block 21. At this time, the arc-shaped block 21 squeezes the first spring 25 and enters the inner part of the first groove 20. The rectangular block 22 moves into the inner part of the second groove 26. When the rectangular block 22 no longer squeezes the arc-shaped block 21, at this time, the arc-shaped block 21 rises under the elastic force of the first spring 25. At this time, the arc-shaped block 21 drives the side plate 24 to rise, and the side plate 24 uses the rectangular groove 23 to position the rectangular block 22 to ensure the stability of the installation of the arc-shaped plate 6.

[0048] After a plurality of arc-shaped plates 6 are installed in sequence, at this time, the annular limiting plate 13 can be covered on the plurality of arc-shaped plates 6. The annular inner plate 14 abuts against the inner wall of the arc-shaped plate 6. The annular limiting plate 13 presses on the top of the plurality of arc-shaped plates 6, and the stability of the connection of the plurality of arc-shaped plates 6 is ensured by the clamping of the insertion block 15 and the insertion slot 16. At this time, gravel can be put into the cavity formed by the plurality of arc-shaped plates 6, and then concrete is poured to fill the voids to make the bridge pier. And when putting the gravel, the round rod 17 can be continuously pulled up and down. The round rod 17 drives the round plate 18 to move up and down. At this time, the round plate 18 can help the gravel vibrate, avoid the accumulation of stones and large voids, and improve the strength of the device.

[0049] After the bridge pier is made, the cover plate 3 can be covered on the annular limiting plate 13. At this time, the annular groove 10 is threadedly connected to the annular limiting plate 13 to ensure the stability of the connection between the cover plate 3 and the annular limiting plate 13. One end of the bridge deck 4 is placed on the cover plate 3, and the screw rod 11 passes through the round hole 8, and the fixing nut 12 is fixed between the two support seats 5 by using two fixing nuts 12. At this time, the crane can lift one end of the bridge deck 4 away from the support seat 5, and the end of the bridge deck 4 close to the support seat 5 abuts against the top of the cover plate 3. The bridge deck 4 cannot continue to rotate after rotating to the preset angle, which can help to position the bridge decks 4 on both sides of the river and facilitate the subsequent construction.

[0050] After the bridge deck 4 is installed, the bridge deck 4 does not directly act on the river embankment 2, which can improve the service life of the river embankment 2. And when the bridge deck 4 has slight vibration, the bridge deck 4 will push the slider 28 to move horizontally. The slider 28 squeezes the second spring 29 and drives the friction pad 41 to move horizontally. The friction pad 41 continuously generates friction with the inner wall of the chute 31 and the continuously popped strip-shaped block 32, thereby achieving the damping effect.

[0051] Synchronously, the slider 28 drives the two push rods 27 to move horizontally. The push rods 27 drive the spherical block 40 to move horizontally. The spherical block 40 is arranged to facilitate insertion into the first circular groove 33. After the spherical block 40 enters the first circular groove 33, it pushes the piston plate 36 to move horizontally. The piston plate 36 slides inside the second circular groove 37 and squeezes the internal air to achieve a damping effect. And after the piston plate 36 resets, the air hole 34 ensures the stability of the air pressure inside the piston plate 36. After the slider 28 moves to the farthest distance, it will squeeze the elastic switch 35, thereby triggering the alarm connected thereto to achieve the alarm function for reminding the staff.

[0052] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention rather than to limit them. Although the present invention has been described in detail with reference to the preferred embodiments, those of ordinary skill in the art should understand that the technical solutions of the present invention can be modified or equivalently replaced without departing from the purpose and scope of the present technical solution, and they should all be covered within the scope of the claims of the present invention.

Claims

1. A connection structure for connecting abutments to embankments, characterized in that: include: A river bank (1), a river bank (2) is arranged on one side of the river bank (1), a mounting hole (7) is opened on the top of the river bank (1), a support seat (5) is fixedly connected to the top of the river bank (2), a circular seat (19) is fixedly connected to the bottom inner wall of the mounting hole (7), and a plurality of arc-shaped plates (6) are connected inside the circular seat (19) via a connecting assembly; The plurality of arc-shaped plates (6) are arranged in a ring shape inside the mounting hole (7), and the tops of the plurality of arc-shaped plates (6) are clamped with a same annular limiting plate (13) via a clamping assembly; A cover plate (3) is threadedly sleeved on the top of the annular limiting plate (13), and the top of the cover plate (3) is rotatably connected to a bridge deck (4) via a supporting assembly; One end of the bridge deck (4) passes through the support seat (5), a slide groove (31) is provided on the bottom inner wall of the support seat (5), and a monitoring component for monitoring the angle of the bridge deck (4) is arranged inside the slide groove (31).

2. A connection structure for connecting abutments to embankments according to claim 1, characterized in that: The connecting assembly comprises a plurality of second grooves (26) formed on the top of the circular seat (19); a first groove (20) is formed on the bottom inner wall of the second groove (26); an arc block (21) is slidably penetrated inside the first groove (20); two symmetrically arranged first springs (25) are fixedly connected between the bottom of the arc block (21) and the bottom inner wall of the first groove (20); and a top of one side of the arc block (21) is arranged in an arc shape.

3. A connection structure for connecting abutments to embankments according to claim 2, characterized in that: A side plate (24) is fixedly connected to one side of the arc block (21), two symmetrically arranged rectangular grooves (23) are provided on the top of the side plate (24), and two symmetrically arranged rectangular blocks (22) are fixedly connected to the bottom of the arc plate (6), and the rectangular blocks (22) are used in conjunction with the arc block (21) and are clamped with the rectangular grooves (23).

4. The connecting structure for connecting abutments to embankments according to claim 1, characterized in that: The snap-fit ​​assembly comprises an annular inner plate (14) fixedly connected to the bottom of the annular limiting plate (13); a plurality of plug-in blocks (15) are fixedly connected to the outer wall of the annular inner plate (14); a slot (16) is provided on one side of the arc plate (6); the slot (16) is snap-fitted with the plug-in block (15); and the annular inner plate (14) is located between the plurality of arc plates (6).

5. The connection structure for connecting abutments to embankments according to claim 1, characterized in that: The inner wall of the circular seat (19) is slidably connected to a circular plate (18), the top of the circular plate (18) is fixedly connected to a circular rod (17), and the top of the circular rod (17) is located inside the annular limiting plate (13).

6. The connection structure for connecting abutments to embankments according to claim 1, characterized in that: The support assembly comprises two symmetrically arranged support plates (43) fixedly connected to the top of the cover plate (3), the same screw rod (11) being fixedly passed through the interior of the two support plates (43), both ends of the screw rod (11) being threadedly sleeved with fixing nuts (12), a circular hole (8) being opened inside the bridge deck (4), and the screw rod (11) being rotatably passed through the circular hole (8).

7. The connecting structure for connecting abutments to embankments according to claim 1, characterized in that: The monitoring component comprises a slider (28) slidably connected to the inner wall at the bottom of the slide groove (31); one side of the slider (28) is fixedly connected to two symmetrically arranged push rods (27); one end of the push rod (27) is fixedly connected to a spherical block (40); both sides of the top of the slider (28) are provided with mounting grooves (42); a friction pad (41) is embedded in the mounting groove (42); a second spring (29) is fixedly connected between one side of the slider (28) and the inner wall of one side of the slide groove (31); and the top of the slider (28) is fixedly connected to an arc-shaped support block (30).

8. The connection structure for connecting abutments to embankments according to claim 1, characterized in that: The inner walls on both sides of the slide groove (31) are provided with a plurality of strip grooves (38), a strip block (32) is slidably penetrated inside the strip groove (38), a third spring (39) is fixedly connected between one end of the strip block (32) and an inner wall on one side of the strip groove (38), an elastic switch (35) is fixedly connected to an inner wall on one side of the slide groove (31), two symmetrically arranged first circular grooves (33) are provided on an inner wall on one side of the slide groove (31), the first circular grooves (33) are used in conjunction with the spherical block (40), two symmetrically arranged second circular grooves (37) are provided inside the support seat (5), the second circular grooves (37) are connected to the first circular grooves (33), an air hole (34) is provided on the top of the support seat (5), the air hole (34) is connected to the second circular groove (37), and a piston plate (36) is slidably connected inside the second circular groove (37).

9. The connecting structure for connecting abutments to embankments according to claim 1, characterized in that: The bottom of the cover plate (3) is provided with an annular groove (10), the annular groove (10) is threadedly connected to the annular limiting plate (13), and the bottom of the cover plate (3) is provided with a positioning groove (9), the positioning groove (9) is engaged with the round rod (17).

10. A construction method for a connection structure for connecting abutments to embankments according to any one of claims 1 to 9, characterized in that: The specific steps include: S1. Bridge pier production: insert the circular seat (19) into the installation hole (7), insert the arc plate (6) in turn, use the inclined surface structure to push the arc block (21) into the groove to achieve stable installation of the arc plate (6), then cover with an annular limit plate (13), fill with crushed stones and concrete to produce the bridge pier; S2. Positioning of the bridge deck (4): After the bridge pier is completed, the cover plate (3) is put on, and the threaded connection between the annular groove (10) and the annular limit plate (13) is used to ensure stability. One end of the bridge deck (4) is placed on the cover plate (3) and fixed by the screw rod (11) and the fixing nut (12). The angle of the bridge deck (4) is adjusted to a preset position by using a crane; S3. Shock absorption and safety monitoring: After the bridge deck (4) is installed, its slight vibration is damped by structures such as the slider (28), the second spring (29) and the friction pad (41). When the slider (28) moves to the extreme position, an alarm is triggered to achieve safety monitoring.