Transverse limiting safety device for bridge deviation rectification

Abstract

The utility model relates to the technical field of bridge reinforcement, in particular to a bridge deviation rectifying transverse limiting safety device which comprises a pier body and a beam body located at the top of the pier body, six first connecting concave holes are formed in the front side of the pier body, six second connecting concave holes are formed in the rear side of the pier body, and six second connecting concave holes are formed in the front end of the bottom of the beam body. A second anchor rod and a first anchor rod are arranged on the inner side of the first connecting concave hole and the inner side of the second connecting concave hole respectively, the ends, located in the first connecting concave hole and the second connecting concave hole respectively, of the first anchor rod and the second anchor rod are coated with embedded steel bar glue layers, and a B steel corbel is arranged at the end, away from the pier body, of the first anchor rod. Through cooperation of the structures, the device can protect a beam body from offset compensation over allowable value in the transverse deviation correction process, and can also be used for directly measuring the transverse displacement in the later bridge detection process, so that the difficulty of erecting instruments and laying measuring points by monitoring personnel is avoided.

Description

Technical Field

[0001] The utility model relates to the technical field of bridge reinforcement, in particular to a bridge deviation correction and transverse limiting safety device. Background Art

[0002] Currently, some curved box-girder bridges designed and constructed earlier use a single-column pier and hanging beam structure. Over time, due to the effects of temperature and centrifugal force, these structures are prone to excessive bearing slippage, pier tilt, and beam offset, posing significant safety risks. Consequently, corrective construction is required.

[0003] However, during the correction construction process, the corresponding supports need to be released, making the longitudinal and transverse limits of the original bridge invalid. In similar construction processes, the original bridge often needs to be kept open to traffic, and thus a limiting safety facility is needed. However, the space on the top of the single-column pier is limited. After the reaction frame is installed, there is no space to set up a limit device separately. Therefore, it is necessary to provide a device that can be used as a correction reaction frame and also play a limiting role during the process of pier correction and beam resetting. For this reason, we propose a bridge correction transverse limit safety device. Utility Model Content

[0004] The purpose of the utility model is to provide a bridge correction transverse limit safety device, which has the advantages of being able to serve as a correction reaction frame and also playing a limiting role, and solves the problem that during the correction construction process, the corresponding supports need to be released, making the longitudinal and transverse limits of the original bridge invalid, and similar construction processes often need to keep the original bridge open to traffic, and thus the use of limit safety facilities is needed, but the space on the top of the single-column pier is limited, and there is no space to set a limit device separately after the reaction frame is installed.

[0005] In order to achieve the above-mentioned purpose, the utility model provides the following technical solutions: a bridge deviation correction lateral limit safety device, comprising a pier body and a beam body located at the top of the pier body, the front and rear sides of the pier body and the front and rear ends of the bottom of the beam body are respectively provided with six first connecting recessed holes and second connecting recessed holes, the inner sides of the first connecting recessed holes and the second connecting recessed holes are respectively provided with a second anchor rod and a first anchor rod, the first anchor rod and the second anchor rod are respectively located at one end of the first connecting recessed holes and the second connecting recessed holes and are coated with a reinforcement glue layer, the end of the first anchor rod away from the pier body A B steel corbel is provided, and an A steel corbel is provided at the end of the second anchor rod away from the beam body. A second positioning steel plate is welded between the top of the inner side of the A steel corbel and the outer surface of the end of the second anchor rod away from the beam body. A first positioning steel plate is welded between one side of the inner side of the B steel corbel and the outer surface of the end of the first anchor rod away from the pier body. The upper and lower ends of the opposite sides of the A steel corbel and the B steel corbel are provided with through holes, and a connecting screw is provided on the inner side of the through hole, and a first nut, a second nut, a third nut and a fourth nut are provided on the outer surface of the connecting screw.

[0006] Preferably, a set of matched A steel corbels and B steel corbels respectively installed on the large pile number and small pile number sides of the pier body top are arranged in an anti-symmetrical manner, and the panels of the A steel corbels and B steel corbels are arranged oppositely.

[0007] Preferably, the performance grade of the first anchor rod and the second anchor rod is 8.8, and the nominal diameter of the first anchor rod and the second anchor rod is 24 mm.

[0008] Preferably, the diameter of the pair of through holes is thirty millimeters.

[0009] Preferably, the first nut and the second nut are screwed to both sides of the B steel corbel panel through connecting screws, and the third nut and the fourth nut are screwed to positions close to both sides of the A steel corbel panel through connecting screws.

[0010] Preferably, the outer sides of the A steel corbel and the B steel corbel are both coated with a first protective layer, and the material of the first protective layer is an ultra-high molecular weight polyethylene coating.

[0011] Preferably, a second protective layer is coated on the outer side of the first protective layer, and the material of the second protective layer is ASA resin coating.

[0012] Compared with the prior art, the beneficial effects of the present invention are as follows:

[0013] 1. The utility model designs a new bridge correction transverse limit safety device, which can protect the beam body from deflection compensation exceeding the allowable value during the transverse correction process. This device can also be used to directly measure the transverse displacement during the later bridge inspection process, avoiding the difficulty of monitoring personnel setting up instruments and arranging measuring points.

[0014] 2. The utility model can form a protective structure of two coating materials on the outside of the A steel corbel and the B steel corbel through the arrangement of the first protective layer and the second protective layer, thereby enhancing the surface corrosion resistance, weather resistance and wear resistance of the A steel corbel and the B steel corbel during long-term outdoor use, and can ensure the performance of the A steel corbel and the B steel corbel for a long time and extend their service life. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 This is a schematic diagram of the structure of the utility model from the first perspective;

[0016] Figure 2 This is a schematic diagram of the structure of the utility model from a second viewing angle;

[0017] Figure 3 This is a schematic diagram of the matching structure of the first connecting concave hole and the second connecting concave hole of the utility model;

[0018] Figure 4This is a schematic diagram of the matching structure of the A steel bracket and the B steel bracket of the utility model;

[0019] Figure 5 This is a schematic diagram of the structure of the connecting screw and the first nut of the utility model;

[0020] Figure 6 This is a schematic diagram of the first protective layer structure of the utility model.

[0021] In the figure: 1. Pier body; 2. Beam body; 3. Steel corbel A; 4. Steel corbel B; 5. Second anchor rod; 6. First positioning steel sheet; 7. First anchor rod; 8. Rebar glue layer; 9. Second connecting recessed hole; 10. First connecting recessed hole; 11. Second nut; 12. Connecting screw; 13. Third nut; 14. Second positioning steel sheet; 15. First nut; 16. Fourth nut; 17. Through hole; 18. First protective layer; 19. Second protective layer. DETAILED DESCRIPTION

[0022] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the embodiments described are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0023] In the description of this utility model, unless otherwise specified, "plurality" means two or more; the terms "upper," "lower," "left," "right," "inner," "outer," "front end," "rear end," "head," "tail," etc., indicating directions or positional relationships, are based on the directions or positional relationships shown in the accompanying drawings and are intended solely to facilitate the description of this utility model and simplify the description. They do not indicate or imply that the devices or components referred to must have a specific direction, be constructed, or operate in a specific direction, and therefore should not be construed as limiting this utility model. Furthermore, the terms "first," "second," "third," etc., are used for descriptive purposes only and should not be construed as indicating or implying relative importance.

[0024] In the description of this utility model, it should be noted that, unless otherwise specified or limited, the terms "connected" and "connection" should be understood in a broad sense. For example, they can refer to fixed connection, detachable connection, or integral connection; mechanical connection, electrical connection; direct connection, or indirect connection through an intermediary. Those skilled in the art will understand the specific meanings of the above terms in this utility model based on the specific circumstances.

[0025] The pier body 1, beam body 2, A steel corbel 3, B steel corbel 4, second anchor rod 5, first positioning steel plate 6, first anchor rod 7, anchor glue layer 8, second connecting recess 9, first connecting recess 10, second nut 11, connecting screw 12, third nut 13, second positioning steel plate 14, first nut 15, fourth nut 16, through hole 17, first protective layer 18 and second protective layer 19 components of this application are all universal standard parts or components known to those skilled in the art, and their structures and principles can be known to those skilled in the art through technical manuals or through conventional experimental methods.

[0026] Example 1

[0027] See also Figure 1-Figure 5 As shown, the utility model provides a technical solution: a bridge deviation correction transverse limit safety device, comprising a pier body 1 and a beam body 2 located at the top of the pier body 1, six first connecting recessed holes 10 and second connecting recessed holes 9 are respectively opened on the front and rear sides of the pier body 1 and the front and rear ends of the bottom of the beam body 2, a second anchor rod 5 and a first anchor rod 7 are respectively arranged on the inner sides of the first connecting recessed holes 10 and the second connecting recessed holes 9, the performance grade of the first anchor rod 7 and the second anchor rod 5 is 8.8, and the nominal diameter of the first anchor rod 7 and the second anchor rod 5 is twenty-four millimeters, the first anchor rod 7 and the second anchor rod 5 are respectively located at one end of the first connecting recessed hole 10 and the second connecting recessed hole 9 and are coated with a reinforcement glue layer 8, a B steel corbel 4 is provided at the end of the first anchor rod 7 away from the pier body 1, an A steel corbel 3 is provided at the end of the second anchor rod 5 away from the beam body 2, and a set of matching A steel corbels are respectively installed on the large pile number and small pile number sides of the pier top of the pier body 1. The corbel 3 and the B steel corbel 4 are arranged in an anti-symmetrical manner, and the panels of the A steel corbel 3 and the B steel corbel 4 are arranged opposite to each other. A second positioning steel plate 14 is welded between the top of the inner side of the A steel corbel 3 and the outer surface of the second anchor rod 5 away from the beam body 2, and a first positioning steel plate 6 is welded between one side of the inside of the B steel corbel 4 and the outer surface of the first anchor rod 7 away from the pier body 1. The upper and lower ends of the opposite side of the A steel corbel 3 and the B steel corbel 4 are provided with through holes 17, the diameter of the through holes 17 is thirty millimeters, and a connecting screw 12 is provided on the inner side of the through hole 17. The outer surface of the connecting screw 12 is provided with a first nut 15, a second nut 11, a third nut 13 and a fourth nut 16. The first nut 15 and the second nut 11 are tightened to both sides of the panel of the B steel corbel 4 through the connecting screw 12, and the third nut 13 and the fourth nut 16 are screwed to the positions on both sides of the panel close to the A steel corbel 3 through the connecting screw 12.

[0028] This technical solution: through the A steel corbel 3, B steel corbel 4, the first connecting concave hole 10, the second connecting concave hole 9, the first anchor rod 7, the second anchor rod 5, the rebar glue layer 8, the first positioning steel sheet 6 and the second positioning steel sheet 14, the first connecting concave hole 10 and the second connecting concave hole 9 are respectively opened on the front and rear sides of the pier body 1 and the bottom of the beam body 2, before the first anchor rod 7 and the second anchor rod 5 are respectively inserted into the first connecting concave hole 10 and the second connecting concave hole 9, the rebar glue is filled into the first connecting concave hole 10 and the second connecting concave hole 9, and the rebar glue is applied on the outer surface of the first anchor rod 7 and the second anchor rod 5, after the first anchor rod 7 and the second anchor rod 5 are respectively inserted into the first connecting concave hole 10 and the second connecting concave hole 9, so that the first anchor rod A reinforcement glue layer 8 is formed between 7 and the second anchor rod 5 and the inner wall of the first connecting concave hole 10 and the second connecting concave hole 9, thereby strengthening the connection strength between the first anchor rod 7 and the second anchor rod 5 and the pier body 1 and the beam body 2. Then, with the cooperation of the first anchor rod 7 and the second anchor rod 5, a set of A steel corbel 3 and B steel corbel 4 arranged in an anti-symmetrical manner are respectively installed on the large pile number and small pile number sides of the pier top of the pier body 1. Then, after welding the corresponding first positioning steel sheet 6 and second positioning steel sheet 14 between one end of the first anchor rod 7 and the second anchor rod 5 and the A steel corbel 3 and the B steel corbel 4, reinforced concrete is poured in the gap between the A steel corbel 3 and the beam body 2 and between the B steel corbel 4 and the pier body 1, so that the A steel corbel 3 and the beam body are 2 and the connection strength between the B steel corbel 4 and the pier body 1 is optimized, thereby ensuring the use strength of the bridge correction lateral limit. By setting the through-hole 17, the connecting screw 12, the first nut 15, the second nut 11, the third nut 13 and the fourth nut 16, four 8.8-grade M24 connecting screws 12 are passed through the middle of the through-hole 17 between the A steel corbel 3 and the B steel corbel 4, and each connecting screw 12 is equipped with a first nut 15, a second nut 11, a third nut 13 and a fourth nut 16, wherein the first nut 15 and the second nut 11 are tightened to both sides of the B steel corbel 4 panel, and the positions of the third nut 13 and the fourth nut 16 on both sides of the A steel corbel 3 close to the panel are adjusted according to the displacement Distance, when correcting the deviation, thin jacks are arranged on the A steel corbel 3 or B steel corbel 4 on both sides of the corresponding pier top to push, and the A steel corbel 3 located on both sides of the beam body 2, the distance between the third nut 13 and the fourth nut 16 on the outer surface of the connecting screw 12 is adjusted according to the correction displacement. When the fourth nut 16 is screwed to the A steel corbel 3 panel, the distance between the third nut 13 and the A steel corbel 3 panel is the displacement that needs to be corrected. When the third nut 13 contacts the A steel corbel 3 panel, it means that the correction is completed. This device can protect the beam body from offsetting and compensating for exceeding the allowable value during the lateral correction process, and can also be used to directly measure the lateral displacement during the later bridge inspection process, avoiding the difficulties of monitoring personnel in setting up instruments and arranging measuring points.

[0029] Example 2

[0030] On the basis of embodiment 1, the present invention is as follows Figures 1-6 As shown, the outer sides of the A steel corbel 3 and the B steel corbel 4 are coated with a first protective layer 18, and the material of the first protective layer 18 is an ultra-high molecular weight polyethylene coating. The outer side of the first protective layer 18 is coated with a second protective layer 19, and the material of the second protective layer 19 is an ASA resin coating.

[0031] This technical solution: through the arrangement of the first protective layer 18 and the second protective layer 19, a protective structure of two coating materials can be formed on the outside of the A steel corbel 3 and the B steel corbel 4, thereby enhancing the surface corrosion resistance, weather resistance and wear resistance of the A steel corbel 3 and the B steel corbel 4 during long-term outdoor use, and can ensure the performance of the A steel corbel 3 and the B steel corbel 4 for a long time, and extend their service life.

[0032] It is important to note that the construction and arrangement of the present application shown in a number of different exemplary embodiments are merely illustrative. Although only a few embodiments are described in detail in this disclosure, it should be readily understood by those who refer to this disclosure that many modifications are possible (e.g., the size, scale, structure, shape and proportion of various elements, and parameter values ​​(e.g., temperature, pressure, etc.), mounting arrangements, use of materials, colors, directional changes, etc.) without departing substantially from the novel teachings and advantages of the subject matter described in this application. For example, an element shown as integrally formed may be composed of multiple parts or elements, the position of the element may be inverted or otherwise changed, and the nature or number or position of the discrete elements may be altered or changed. Therefore, all such modifications are intended to be included within the scope of the present invention. The order or sequence of any process or method steps may be changed or reordered according to alternative embodiments. In the claims, any "means plus function" clause is intended to cover the structure of performing the function described herein, and is not only structurally equivalent but also an equivalent structure. Without departing from the scope of the present invention, other substitutions, modifications, changes and omissions may be made in the design, operating conditions and arrangement of the exemplary embodiments. Therefore, the present invention is not limited to the specific embodiments, but extends to various modifications that still fall within the scope of the appended claims.

[0033] Additionally, in order to provide a concise description of example embodiments, all features of an actual embodiment (ie, those features that are not relevant to the best mode presently contemplated for carrying out the invention or those that are not relevant to implementing the invention) may not be described.

[0034] Finally, it should be noted that the above embodiments are only used to illustrate the technical solution of the utility model, rather than to limit the scope of protection of the utility model. Although the utility model has been described in detail with reference to the preferred embodiments, ordinary technicians in this field should understand that the technical solution of the utility model can be modified or replaced by equivalents without departing from the essence and scope of the technical solution of the utility model.

Claims

1. A bridge deviation correction and transverse limit safety device, comprising a pier body (1) and a beam body (2) located on top of the pier body (1), characterized in that: Six first connecting recessed holes (10) and six second connecting recessed holes (9) are respectively provided on the front and rear sides of the pier body (1) and the front and rear ends of the bottom of the beam body (2). Second anchor rods (5) and first anchor rods (7) are respectively provided on the inner sides of the first connecting recessed holes (10) and the second connecting recessed holes (9). One end of the first anchor rod (7) and the second anchor rod (5) located at the first connecting recessed holes (10) and the second connecting recessed holes (9) are coated with a reinforcing bar glue layer (8). The end of the first anchor rod (7) away from the pier body (1) is provided with a B steel corbel (4), and the end of the second anchor rod (5) away from the beam body (2) is provided with an A steel corbel (3). ), a second positioning steel sheet (14) is welded between the top of the inner side of the A steel corbel (3) and the outer surface of the end of the second anchor rod (5) away from the beam body (2), a first positioning steel sheet (6) is welded between one side of the inner side of the B steel corbel (4) and the outer surface of the end of the first anchor rod (7) away from the pier body (1), and the upper and lower ends of the opposite sides of the A steel corbel (3) and the B steel corbel (4) are provided with a through hole (17), the inner side of the through hole (17) is provided with a connecting screw (12), and the outer surface of the connecting screw (12) is provided with a first nut (15), a second nut (11), a third nut (13) and a fourth nut (16).

2. A bridge deviation correction lateral limit safety device according to claim 1, characterized in that: A set of matched A steel brackets (3) and B steel brackets (4) are respectively installed on the large pile number side and the small pile number side of the pier body (1) top in an anti-symmetrical arrangement, and the panels of the A steel brackets (3) and the B steel brackets (4) are arranged relative to each other.

3. A bridge deviation correction lateral limit safety device according to claim 1, characterized in that: The performance grade of the first anchor rod (7) and the second anchor rod (5) is 8.8, and the nominal diameter of the first anchor rod (7) and the second anchor rod (5) is 24 millimeters.

4. A bridge deviation correction lateral limit safety device according to claim 1, characterized in that: The diameter of the pair of perforations (17) is thirty millimeters.

5. The bridge deviation correction lateral limit safety device according to claim 1 is characterized by: The first nut (15) and the second nut (11) are screwed to both sides of the panel of the B steel bracket (4) through the connecting screw (12), and the third nut (13) and the fourth nut (16) are screwed to positions close to both sides of the panel of the A steel bracket (3) through the connecting screw (12).

6. The bridge deviation correction lateral limit safety device according to claim 1, characterized in that: The outer sides of the A steel bracket (3) and the B steel bracket (4) are both coated with a first protective layer (18), and the material of the first protective layer (18) is an ultra-high molecular weight polyethylene coating.

7. A bridge deviation correction lateral limit safety device according to claim 6, characterized in that: A second protective layer (19) is coated on the outer side of the first protective layer (18), and the material of the second protective layer (19) is an ASA resin coating.

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