Road and bridge crack reinforcing structure

By designing a crack reinforcement structure of road bridges including a casing, impact hammer and clamping components, the problem of difficulty in operating in a narrow space is solved, and the effect of efficiently completing the rib transplantation in a narrow space is achieved.

CN222878554UActive Publication Date: 2025-05-16曾凡勇
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Patent Information

Application Number
CN202421690548.9
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-07-17
Publication Date
2025-05-16
Estimated Expiration
2034-07-17

AI Technical Summary

Technical Problem

During the crack reinforcement process of road bridges, traditional reinforcement methods are difficult to operate effectively in a narrow space environment, resulting in insufficient insertion depth of steel bars, affecting the reinforcement effect.

Method used

A road bridge crack reinforcement structure including a casing, an impact hammer and a clamping assembly is designed. The reciprocating movement of the impact hammer and the rotational movement of the clamping assembly are used to achieve efficient completion of the implantation ribs in a narrow space.

Benefits of technology

This structure can efficiently complete the implanted ribs in a narrow space, ensuring the accurate insertion depth of the steel bars and improving the effect and efficiency of crack reinforcement.

✦ Generated by Eureka AI based on patent content.

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Abstract

The road and bridge crack reinforcing structure comprises a machine shell, an impact hammer and a clamping assembly, a cavity penetrating through the machine shell is formed in the top of the machine shell, a feeding port is formed in one end of the cavity, and a discharging port is formed in the other opposite end of the cavity; the impact hammer is installed on the side, close to the discharging port, in the cavity and can slide in the cavity along the central axis of the cavity. The clamping assembly comprises at least two petal-shaped bodies, the petal-shaped bodies of the clamping assembly are evenly distributed in the circumferential direction of the cavity, one ends of the petal-shaped bodies are hinged to the end, close to the feeding port, of the impact hammer, and the other opposite ends of the petal-shaped bodies are inserted into the cavity; wherein the cavity is internally provided with a force application device, and the force application device is used for driving the petal-shaped body to rotate in the cavity. The utility model provides a road and bridge crack reinforcing structure which is convenient for efficiently completing steel bar planting in a narrow space.
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Description

Technical Field

[0001] The utility model relates to the technical field of road and bridge engineering, in particular to a road and bridge crack reinforcement structure. Background Art

[0002] With the rapid development of my country's economy and society, the scale and efficiency of the transportation industry, as the lifeline of the national economy, have been significantly improved. However, behind this vigorous development, it has also brought unprecedented challenges to infrastructure such as roads and bridges. Long-term high-intensity use and erosion of the natural environment have gradually reduced the durability and carrying capacity of transportation facilities such as roads and bridges. The most intuitive and common problem is the generation of cracks. Cracks not only affect the aesthetics of roads and bridges, but also pose a potential threat to structural safety. Therefore, timely and effective crack repair and reinforcement have become a key link in ensuring safe and smooth transportation.

[0003] Among crack reinforcement technologies, anchor reinforcement is widely used in practical projects as an economical and efficient solution. This method forms anchor holes by drilling holes at the cracks, then inserts the steel bars into the holes, and uses a special adhesive to firmly bond the steel bars to the concrete, thereby improving the overall strength and durability of the structure. However, traditional anchor reinforcement operations mostly rely on heavy hammer strikes to ensure that the steel bars reach the required insertion depth. This method is relatively simple to operate in open areas, but its limitations become apparent when faced with complex environments, such as when the crack is close to other buildings or mountains and the working space is limited.

[0004] Specifically, when the crack is located in a small space that is difficult to accommodate large construction equipment or workers cannot effectively swing a heavy hammer, manual insertion of steel bars becomes the only option. However, manual operation is not only labor-intensive, but also difficult to accurately control the insertion depth of the steel bars, which often results in insufficient insertion depth of the steel bars, thus affecting the reinforcement effect. Utility Model Content

[0005] In view of the defects in the prior art, the utility model provides a road bridge crack reinforcement structure, which is convenient for efficiently completing the planting of reinforcement bars in a narrow space.

[0006] The utility model provides a road bridge crack reinforcement structure, comprising:

[0007] A casing, wherein a cavity penetrating the casing is disposed at the top of the casing, a feed inlet is disposed at one end of the cavity, and a discharge outlet is disposed at the other opposite end;

[0008] An impact hammer, which is installed on one side of the cavity close to the discharge port and can slide in the cavity along the central axis of the cavity;

[0009] A clamping assembly, the clamping assembly comprising at least two petals, the petals of the clamping assembly being evenly distributed along the circumference of the cavity, one end of the petal being hinged to an end of the impact hammer close to the feed inlet, and the other opposite end being inserted into the cavity;

[0010] Wherein, a force-applying device is installed in the cavity, and the force-applying device is used to drive the petal-shaped body to rotate in the cavity.

[0011] Optionally, the force-applying device includes a torsion spring, which is installed between the petal-shaped body and the impact hammer, and the petal-shaped body maintains a tendency to rotate toward a side close to the central axis of the cavity under the action of the torsion spring; the material-approaching port of the housing extends radially toward the inner cavity of the cavity to form an annular boss, and the side of the annular boss close to the petal-shaped body extends along the axial direction of the cavity to form a tubular body, and an impact cavity is formed between the outer wall of the tubular body and the inner wall of the cavity, and the impact hammer is located in the impact cavity;

[0012] A guide groove is provided on one end of the inner wall of the cavity near the discharge port, and the guide groove includes an upper flat groove, a right transition groove, a lower flat groove and a left transition groove connected end to end, the right transition groove is inclined to the lower right, and a limited position boss I is provided at the connection between the right transition groove and the lower flat groove, so that the end of the right transition groove is higher than the lower flat groove, the left transition groove is inclined to the upper right, and a limited position boss II is provided at the connection between the left transition groove and the upper flat groove, so that the end of the left transition groove is higher than the upper flat groove;

[0013] A limiting body is arranged on the petal-shaped body, and the limiting body is embedded in the guide groove and can slide along the guide groove.

[0014] Optionally, the force-applying device also includes a spring, a blind hole is opened at one end of the petal-shaped body away from the impact hammer, one end of the limiting body is slidably embedded in the blind hole, and the other opposite end is embedded in the guide groove, the spring is installed in the blind hole, and the two ends of the spring are respectively connected to the limiting body and the petal-shaped body.

[0015] Optionally, a rubber layer is provided on a side of the rosette away from the impact hammer.

[0016] Optionally, a connecting rod is further included, wherein a motor is arranged in the casing, a flywheel is connected to the power output end of the motor, a strip groove communicating with the cavity is opened on the top of the casing, one end of the connecting rod is hinged to the flywheel, and the other end is inserted into the cavity along the strip groove and hinged to the impact hammer.

[0017] It can be known from the above technical scheme that the utility model provides a road bridge crack reinforcement structure, including a casing, an impact hammer and a clamping assembly, the top of the casing is provided with a cavity penetrating the casing, one end of the cavity is provided with a feed port, and the other opposite end is provided with a discharge port; the impact hammer is installed on one side of the cavity close to the discharge port, and can slide in the cavity along the central axis of the cavity; the clamping assembly includes at least two petals, the petals of the clamping assembly are evenly distributed along the circumference of the cavity, one end of the petal is hinged to one end of the impact hammer close to the feed port, and the other opposite end is inserted into the cavity; wherein a force-applying device is installed in the cavity, and the force-applying device is used to drive the petal to rotate in the cavity. The utility model provides a road bridge crack reinforcement structure, which is convenient for efficiently completing the planting of reinforcement in a small space. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] In order to more clearly illustrate the specific implementation of the utility model, the following will briefly introduce the drawings required for the specific implementation or the prior art description. In all the drawings, each element or part is not necessarily drawn according to the actual scale.

[0019] Figure 1 A front view of a road bridge crack reinforcement structure provided by an embodiment of the utility model;

[0020] Figure 2 for Figure 1 Schematic diagram of the structure of the middle guide groove;

[0021] Figure 3 for Figure 1 Schematic diagram of the structure of the middle rosette;

[0022] Reference numerals:

[0023] 1- housing, 2- impact hammer, 3- petal-shaped body, 4- guide groove, 5- steel bar, 11- cavity, 12- feed port, 13- discharge port, 14- annular boss, 15- tubular body, 16- impact cavity, 31- rubber layer, 32- blind hole, 33- limiting body, 41- upper flat groove, 42- right transition groove, 43- lower flat groove, 44- left transition groove, 421- limiting boss I, 441- limiting boss II. DETAILED DESCRIPTION

[0024] The following embodiments of the technical solution of the utility model are described in detail in conjunction with the accompanying drawings. The following embodiments are only used to more clearly illustrate the technical solution of the utility model, and are therefore only used as examples, and cannot be used to limit the protection scope of the utility model.

[0025] like Figure 1-3 As shown, this embodiment provides a road bridge crack reinforcement structure, comprising:

[0026] A casing 1, wherein a cavity 11 penetrating the casing is disposed at the top of the casing, a feed inlet 12 is disposed at one end of the cavity, and a discharge outlet 13 is disposed at the other opposite end;

[0027] An impact hammer 2, which is installed on one side of the cavity near the discharge port and can slide in the cavity along the central axis of the cavity;

[0028] A clamping assembly, the clamping assembly comprises at least two petal-shaped bodies 3, the petal-shaped bodies of the clamping assembly are evenly distributed along the circumference of the cavity, one end of the petal-shaped body is hinged to the end of the impact hammer close to the feed port, and the other opposite end is inserted into the cavity;

[0029] Wherein, a force-applying device is installed in the cavity, and the force-applying device is used to drive the petal-shaped body to rotate in the cavity.

[0030] When in use, align the discharge port 13 of the housing 1 with the rebar hole, and forcefully press the housing 1 to the place where the rebar hole is required, and at the same time, insert the steel bar 5 into the cavity 11 along the feed port 12, and make one end of the steel bar 5 pass through the discharge port 13 and insert into the rebar hole. At this time, the end of the petal-shaped body 3 away from the impact hammer 2 is tightly pressed against the outer peripheral surface of the steel bar 5 to clamp the steel bar 5. The impact hammer 2 slides to the side close to the discharge port 13, and the steel bar 5 is inserted into the rebar hole under the push of the petal-shaped body 3. Then the impact hammer 2 slides to the side close to the feed port 12, and at the same time, the force-applying device drives the petal-shaped body to rotate to the side away from the steel bar 5 to loosen the steel bar. When the impact hammer 2 slides to the right side of the cavity 11, the force-applying device drives the petal-shaped body to rotate to the side close to the steel bar 5 and then clamp the steel bar, and the impact hammer 2 slides to the side close to the discharge port 13 again, and the steel bar 5 is inserted into the rebar hole under the push of the petal-shaped body 3. Repeat the above actions, and the steel bar 5 is inserted into the steel bar planting hole under the action of the impact hammer 2. A rubber layer 31 is provided on the side of the petal-shaped body 3 away from the impact hammer. This is convenient for preventing the steel bar and the petal-shaped body 3 from sliding when planting the steel bar. The utility model provides a road bridge crack reinforcement structure, which is practical for crack reinforcement work in relatively narrow spaces. The steel bar is planted through the reciprocating motion of the impact hammer, and the steel bar planting can be completed as long as the working space can accommodate the steel bar.

[0031] Optionally, a connecting rod is further included. A motor is arranged in the housing 1. A flywheel is connected to the power output end of the motor. A strip groove communicating with the cavity 11 is opened on the top of the housing 1. One end of the connecting rod is hinged to the flywheel, and the other end is inserted into the cavity 11 along the strip groove and hinged to the impact hammer. When in use, the flywheel is driven to rotate by the motor, and the impact hammer is driven to slide back and forth by the connecting rod, which is convenient for saving the physical strength of the workers.

[0032] Optionally, the material-proximal port of the housing 1 extends radially into the inner cavity to form an annular boss 14, and the side of the annular boss 14 close to the petal-shaped body extends along the axial direction of the cavity to form a tubular body 15, and an impact cavity 16 is formed between the outer wall of the tubular body 15 and the inner wall of the cavity, and the impact hammer is located in the impact cavity;

[0033] like Figure 2 As shown, a guide groove 4 is formed on one end of the inner wall of the cavity 11 near the discharge port 13, and the guide groove 4 includes an upper flat groove 41, a right transition groove 42, a lower flat groove 43 and a left transition groove 44 connected end to end. The right transition groove 42 is inclined to the lower right, and a limiting boss I421 is provided at the connection between the right transition groove and the lower flat groove 43, so that the end of the right transition groove 42 is higher than the lower flat groove 43. The left transition groove 44 is inclined to the upper right, and a limiting boss II441 is provided at the connection between the left transition groove and the upper flat groove 41, so that the end of the left transition groove is higher than the upper flat groove.

[0034] A limiting body 33 is arranged on the petal-shaped body, and the limiting body is embedded in the guide groove and can slide along the guide groove.

[0035] In the initial state, the limiting body 33 is located in the upper flat groove 41. When rebar planting is required, the rebar is inserted, and the impact hammer slides to the right. The limiting body 33 slides along the right transition groove 42 to the lower flat groove 43 to clamp the rebar. Then the impact hammer slides to the left, and the limiting body 33 slides along the lower flat groove 43 to insert the rebar into the rebar planting hole. When the limiting body 33 slides to the left end of the lower flat groove 43, the limiting body 33 slides upward along the left transition groove 44 to the upper flat groove 41, and the petal-shaped body 3 separates from the rebar to prevent the rebar from being pulled out again when the impact hammer slides to the right. The impact hammer slides to the right, and the limiting body 33 slides along the upper flat groove 41 through the right transition groove 42 to the lower flat groove 43 to clamp the rebar. Repeat the above actions until the rebar is inserted to the designed depth. In this embodiment, a limiting boss I421 is provided at the connection between the right transition groove and the lower flat groove 43, so that the end of the right transition groove 42 is higher than the lower flat groove 43, and a limiting boss II441 is provided at the connection between the left transition groove and the upper flat groove 41, so that the end of the left transition groove is higher than the upper flat groove, so as to prevent the limiter 33 from sliding in the opposite direction during the reciprocating sliding of the impact hammer. The force applying device includes a torsion spring, which is installed between the petal-shaped body and the impact hammer. Under the action of the torsion spring, the petal-shaped body maintains a tendency to rotate toward the side close to the central axis of the cavity, so as to make the limiter 33 slide to the lower flat groove 43 through the right transition groove 42.

[0036] Alternatively, if Figure 3As shown, the force-applying device also includes a spring, a blind hole 32 is formed at one end of the petal-shaped body 3 away from the impact hammer 2, one end of the limiter is slidably embedded in the blind hole, and the other opposite end is embedded in the guide groove, the spring is installed in the blind hole, and the two ends of the spring are respectively connected to the limiter and the petal-shaped body. When the limiter passes through the right transition groove 42 or the left transition groove 44, the limiter is squeezed and slides into the blind hole 32. After sliding over the limiter boss I421 or the limiter boss II441, the limiter slides to the outside of the blind hole under the action of the spring, so as to reduce the pressure on the petal-shaped body and increase the service life.

[0037] The above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit it. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that they can still modify the technical solutions described in the aforementioned embodiments, or replace some or all of the technical features therein by equivalents. These modifications or replacements do not deviate the essence of the corresponding technical solutions from the scope of the technical solutions of the embodiments of the present invention, and they should all be included in the scope of the claims and specification of the present invention.

Claims

1. A road bridge crack reinforcement structure, characterized in that: include: A casing (1), wherein a cavity (11) penetrating the casing is disposed at the top of the casing, a feed port (12) is disposed at one end of the cavity, and a discharge port (13) is disposed at the other opposite end; An impact hammer (2), which is installed on one side of the cavity close to the discharge port and can slide in the cavity along the central axis of the cavity; A clamping assembly, the clamping assembly comprising at least two petal-shaped bodies (3), the petal-shaped bodies of the clamping assembly being evenly distributed along the circumference of the cavity, one end of the petal-shaped body being hinged to an end of the impact hammer close to the feed inlet, and the other opposite end being inserted into the cavity; Wherein, a force-applying device is installed in the cavity, and the force-applying device is used to drive the petal-shaped body to rotate in the cavity.

2. A road bridge crack reinforcement structure according to claim 1, characterized in that: The force-applying device comprises a torsion spring, which is installed between the petal-shaped body and the impact hammer. Under the action of the torsion spring, the petal-shaped body maintains a tendency to rotate toward a side close to the central axis of the cavity; the material-approaching opening of the housing (1) extends radially toward the inner cavity of the cavity to form an annular boss (14); the side of the annular boss (14) close to the petal-shaped body extends along the axial direction of the cavity to form a tubular body (15); an impact cavity (16) is formed between the outer wall of the tubular body (15) and the inner wall of the cavity, and the impact hammer is located in the impact cavity; A guide groove (4) is formed on one end of the inner wall of the cavity (11) near the discharge port (13), and the guide groove (4) comprises an upper flat groove (41), a right transition groove (42), a lower flat groove (43) and a left transition groove (44) connected end to end. The right transition groove (42) is inclined to the lower right, and a limiting boss I (421) is provided at the connection between the right transition groove and the lower flat groove (43), so that the end of the right transition groove (42) is higher than the lower flat groove (43). The left transition groove (44) is inclined to the upper right, and a limiting boss II (441) is provided at the connection between the left transition groove and the upper flat groove (41), so that the end of the left transition groove is higher than the upper flat groove. A limiting body (33) is arranged on the petal-shaped body, and the limiting body is embedded in the guide groove and can slide along the guide groove.

3. A road bridge crack reinforcement structure according to claim 2, characterized in that: The force-applying device also includes a spring. A blind hole (32) is formed at one end of the petal-shaped body (3) away from the impact hammer (2). One end of the limiting body is slidably embedded in the blind hole, and the other opposite end is embedded in the guide groove. The spring is installed in the blind hole, and the two ends of the spring are respectively connected to the limiting body and the petal-shaped body.

4. A road bridge crack reinforcement structure according to any one of claims 1 to 3, characterized in that: A rubber layer (31) is provided on the side of the rosette (3) away from the impact hammer.

5. A road bridge crack reinforcement structure according to claim 1, characterized in that: It also includes a connecting rod, a motor is arranged in the casing, a flywheel is connected to the power output end of the motor, a strip groove connected to the cavity is opened on the top of the casing, one end of the connecting rod is hinged to the flywheel, and the other end is inserted into the cavity along the strip groove and hinged to the impact hammer.