Anchoring part for bridge and tunnel reinforcement

Abstract

According to the technical scheme, the anchoring part is characterized in that the anchoring part comprises a fixing ring, and the bottom face of the fixing ring is fixedly connected with a connecting pipe; the extrusion plate is fixedly connected to the top surface of the interior of the adjusting hole; when a worker fixes the fixing pipe to the bottom end of the connecting pipe and drills two holes of different sizes in a concrete base body in advance, floating ash residues in the holes are blown away, then the bolt and the fixing pipe can be placed in the drilled holes, the bolt is screwed through a wrench, and the adjusting component is arranged in the adjusting hole. The bolt can be in threaded connection with the interior of the drill hole under the action of threads, when the bolt rotates, the adjusting component can extrude the extrusion plate, the extrusion plate can move in the adjusting hole, one side of the extrusion plate can be tightly attached to the inner wall of the drill hole, and then the stability of the bolt is improved; and when no adhesive is poured into the inner wall of the drilled hole, the fixing ring can still be fixed to the wall face, and therefore the bridge and tunnel can be conveniently reinforced in the later period.

Description

TECHNICAL FIELD

[0001] The utility model relates to the technical field of anchorage, specifically relates to a bridge and tunnel reinforcing anchorage. BACKGROUND

[0002] The most common reinforcing method in the field of concrete structure reinforcement is the section enlargement reinforcing method, which increases the bearing capacity, rigidity and stability of the original structure by increasing the cross-sectional area or adding steel bars, and has been widely applied due to its simple construction, strong adaptability and long-term use experience, and is suitable for the reinforcement of all concrete components such as beams, plates, columns and walls. In the section enlargement reinforcing method, in order to enhance the connection between the newly added steel reinforced concrete part and the original structure, planting or connecting steel bars is usually used, and planting requires drilling holes in the original structure and then injecting organic bonding agents.

[0003] At present, in actual construction, it is necessary to first drill through the original structure with an impact drill, then connect the steel bars, and finally use adhesive to fill and anchor. Since the bonding agent has certain durability, it affects the service life of bridge and tunnel reinforcement, therefore, a bridge and tunnel reinforcing anchorage is needed to solve the above problems. SUMMARY

[0004] The utility model aims to provide a bridge and tunnel reinforcing anchorage to solve the above problems in the prior art.

[0005] In order to achieve the above purpose, the utility model provides the following technical scheme:

[0006] A bridge and tunnel reinforcing anchorage, comprising:

[0007] A fixing ring, the bottom surface of the fixing ring is fixedly connected with a connecting pipe, and the inside of the connecting pipe is provided with a bolt;

[0008] A fixing pipe, the fixing pipe is arranged at the bottom end of the connecting pipe, and the outer wall surface of the fixing pipe is equally and angularly provided with a plurality of adjusting holes;

[0009] An extrusion plate, the extrusion plate is fixedly connected to the top surface inside the adjusting hole;

[0010] An adjusting component, the adjusting component is arranged inside the adjusting hole and is used for adjusting the position of the extrusion plate.

[0011] Preferably, the adjusting component comprises:

[0012] An adjusting block, the adjusting block is movably sleeved inside the adjusting hole, the adjusting block is threadedly connected with the bolt, limit grooves are arranged on the left and right sides of the adjusting hole, and one side of the adjusting block is attached to one side of the extrusion plate.

[0013] Preferably, the left and right sides of the adjusting block are fixedly connected with limiting blocks, and the limiting blocks are movably sleeved with the limiting grooves.

[0014] Preferably, the outer part of the connecting pipe is movably sleeved with a connecting ring, and the outer wall surface of the connecting ring is fixedly connected with a plurality of fixing sheets.

[0015] Preferably, one side of the extrusion plate is fixedly connected with a plurality of extrusion blocks, and the outer part of the connecting pipe is movably sleeved with a gasket.

[0016] Preferably, the bottom surface of the connecting pipe is provided with a mounting groove, the top end of the fixing pipe is fixedly connected with a mounting frame, and the mounting frame is movably mounted with the mounting groove.

[0017] In the above technical solution, the utility model provides a kind of anchorage device for bridge and tunnel reinforcement, and beneficial effect is:

[0018] By setting the fixing pipe, when the staff first fixes the fixing pipe at the bottom end of the connecting pipe, two holes of different sizes are drilled in advance on the concrete base body, the floating dust residues in the hole are blown clean, the bolt and the fixing pipe can be placed in the drilled hole, the bolt is screwed using a wrench, so that the bolt can be screwed in the drilled hole under the action of thread, then the reinforcing mesh and the anchorage device are tied with fine iron wire, to reinforce the bridge and tunnel, when the bolt is rotated, the adjusting part can extrude the extrusion plate at this time, so that the extrusion plate can move inside the adjusting hole, one side of the extrusion plate can be tightly attached to the inner wall of the drilled hole, to increase the stability of the bolt, so that the fixing ring can still be fixed on the wall surface when the inner wall of the drilled hole is not poured with adhesive, to facilitate the reinforcement of the bridge and tunnel in later period, at this time, the staff adds adhesive into the drilled hole, to further improve the stability of the bolt after being fixed, and at the same time, the adhesive can be used for a certain period of time, and the bolt can be prevented from falling off from the drilled hole when the adhesive is not sticky enough, to improve the service life of the bridge and tunnel reinforcement. BRIEF DESCRIPTION OF DRAWINGS

[0019] In order to more clearly illustrate the technical solutions in the embodiments or prior art of the present application, the drawings needed in the embodiments will be briefly introduced below, and obviously, the drawings in the following description are only some embodiments described in the utility model, and other drawings can be obtained by those skilled in the art according to these drawings.

[0020] Figure 1 The utility model provides a kind of anchorage device for bridge and tunnel reinforcement embodiment to provide the three-dimensional structure diagram Figure One .

[0021] Figure 2 The utility model provides a kind of anchorage device for bridge and tunnel reinforcement embodiment to provide the structure diagram of fixing pipe Figure Two .

[0022] Figure 3 A schematic diagram of the connecting ring structure provided in an embodiment of the anchor for bridge and tunnel reinforcement according to this utility model. Figure Three .

[0023] Figure 4 This is a schematic diagram of the connecting pipe structure provided in an embodiment of an anchor for bridge and tunnel reinforcement according to the present invention. Figure Four .

[0024] 1. Fixing ring; 2. Connecting pipe; 3. Bolt; 4. Fixing pipe; 5. Adjusting hole; 6. Extrusion plate; 7. Adjusting block; 8. Limiting groove; 9. Limiting block; 10. Connecting ring; 11. Fixing piece; 12. Extrusion block; 13. Gasket; 14. Mounting groove; 15. Mounting frame. Detailed Implementation

[0025] To enable those skilled in the art to better understand the technical solution of this utility model, the present utility model will be further described in detail below with reference to the accompanying drawings.

[0026] like Figures 1-4 As shown in the figure, the present invention provides an anchor for bridge and tunnel reinforcement, including a fixing ring 1, a connecting pipe 2 fixedly connected to the bottom surface of the fixing ring 1, a bolt 3 provided inside the connecting pipe 2, a fixing pipe 4 provided at the bottom end of the connecting pipe 2, and a plurality of adjusting holes 5 opened at equal angles on the outer wall surface of the fixing pipe 4. A pressing plate 6 is fixedly connected to the top surface inside the adjusting hole 5, and an adjusting component is provided inside the adjusting hole 5 for adjusting the position of the pressing plate 6.

[0027] In this embodiment, by setting a fixing pipe 4, the worker first fixes the fixing pipe 4 to the bottom end of the connecting pipe 2, drills two holes of different sizes in the concrete substrate, blows away the floating dust and residue in the holes, and then places the bolt 3 and the fixing pipe 4 into the drilled hole. Using a wrench, the bolt 3 is turned so that it can be threaded into the drilled hole under the action of the thread. Then, the steel mesh and the anchor are tied with thin iron wire to reinforce the bridge and tunnel. When the bolt 3 is rotating, the adjusting component can squeeze the extrusion plate 6, so that the extrusion plate 6 can move inside the adjusting hole 5, and one side of the extrusion plate 6 can be tightly attached to the inner wall of the drilled hole, thereby increasing the stability of the bolt 3. Even without pouring adhesive into the inner wall of the drilled hole, the fixing ring 1 can still be fixed to the wall, which facilitates the later reinforcement of the bridge and tunnel. At this time, the worker adds adhesive into the drilled hole to further improve the stability of the bolt 3 after fixing. At the same time, it can prevent the bolt 3 from falling out of the drilled hole when the adhesive becomes less sticky after a certain period of use, thereby improving the service life of the reinforced bridge and tunnel.

[0028] Specifically, the adjusting component includes an adjusting block 7, which is movably fitted inside the adjusting hole 5. A threaded groove is provided on one side of the adjusting block 7, and the adjusting block 7 is threadedly connected to the bolt 3. Limiting grooves 8 are provided on both the left and right sides inside the adjusting hole 5, and one side of the adjusting block 7 is attached to one side of the extrusion plate 6.

[0029] In this embodiment, by setting the adjusting block 7, since the adjusting block 7 is threadedly connected to the bolt 3, when the bolt 3 rotates, the adjusting block 7 can move up and down inside the adjusting hole 5 to press the extrusion plate 6, so that one side of the extrusion plate 6 can fit together with the inner wall of the drill hole.

[0030] Specifically, limit blocks 9 are fixedly connected to both the left and right sides of the adjusting block 7, and the limit blocks 9 are movably fitted together with the limit groove 8;

[0031] In this embodiment, by setting a limiting block 9, and by movably fitting the limiting block 9 and the limiting groove 8 together, the limiting block 9 can limit the adjustment block 7.

[0032] Specifically, a connecting ring 10 is movably sleeved on the outside of the connecting pipe 2, and several fixing pieces 11 are fixedly connected to the outer wall surface of the connecting ring 10;

[0033] In this embodiment, by setting fixing pieces 11, several fixing pieces 11 can fasten the newly added steel mesh and further enhance the bonding force between the new and old materials.

[0034] Specifically, a number of extrusion blocks 12 are fixedly connected to one side of the extrusion plate 6, and a gasket 13 is movably sleeved on the outside of the connecting pipe 2.

[0035] In this embodiment, by setting extrusion blocks 12, a number of extrusion blocks 12 can increase the friction between the extrusion plate 6 and the inner wall of the drill hole, thereby improving the fixing effect of the fixing tube 4.

[0036] Specifically, the bottom surface of the connecting pipe 2 is provided with an installation groove 14, and the top end of the fixing pipe 4 is fixedly connected with an installation frame 15, which is movably installed together with the installation groove 14.

[0037] In this embodiment, by setting the mounting frame 15, the mounting frame 15 and the mounting groove 14 are movably installed, so that the fixing pipe 4 can be fixed at the bottom end of the connecting pipe 2.

[0038] Work steps: 1. By setting up the fixing pipe 4, the worker first fixes the fixing pipe 4 to the bottom end of the connecting pipe 2. After drilling two holes of different sizes in the concrete substrate and blowing away the loose dust and residue in the holes, the bolt 3 and fixing pipe 4 can be placed in the drilled holes. The bolt 3 is then tightened with a wrench so that it can be threaded into the drilled hole. Then, the steel mesh and the anchor are tied with thin iron wire to reinforce the bridge and tunnel. When the bolt 3 is rotating, the adjusting component can squeeze the squeezing plate 6, so that the squeezing... The pressure plate 6 can move inside the adjustment hole 5, so that one side of the pressure plate 6 can be tightly fitted to the inner wall of the borehole, thereby increasing the stability of the bolt 3. Even without pouring adhesive into the inner wall of the borehole, the fixing ring 1 can still be fixed to the wall, which facilitates the later reinforcement of the bridge and tunnel. At this time, the workers add adhesive into the borehole to further improve the stability of the bolt 3 after it is fixed. At the same time, it can prevent the bolt 3 from falling out of the borehole when the adhesive becomes less sticky after a certain period of use, thereby improving the service life of the bridge and tunnel reinforcement.

[0039] Second, by setting the adjusting block 7, since the adjusting block 7 is threadedly connected to the bolt 3, when the bolt 3 rotates, the adjusting block 7 can move up and down inside the adjusting hole 5 to press the extrusion plate 6, so that one side of the extrusion plate 6 can fit together with the inner wall of the drill hole. By setting the mounting frame 15, since the mounting frame 15 is movably installed with the mounting groove 14, the fixing pipe 4 can be fixed at the bottom end of the connecting pipe 2.

[0040] The foregoing description only illustrates certain exemplary embodiments of the present invention. Undoubtedly, those skilled in the art can modify the described embodiments in various ways without departing from the spirit and scope of the present invention. Therefore, the above drawings and descriptions are illustrative in nature and should not be construed as limiting the scope of protection of the claims of the present invention.

Claims

1. An anchor for bridge and tunnel reinforcement, characterized in that, include: A fixing ring (1) is fixedly connected to a connecting pipe (2) on its bottom surface, and a bolt (3) is provided inside the connecting pipe (2); A fixing tube (4) is provided at the bottom end of the connecting tube (2), and a plurality of adjustment holes (5) are provided at equal angles on the outer wall surface of the fixing tube (4); The extrusion plate (6) is fixedly connected to the top surface inside the adjustment hole (5); An adjustment component is disposed inside the adjustment hole (5) and is used to adjust the position of the extrusion plate (6).

2. The anchor for bridge and tunnel reinforcement according to claim 1, characterized in that, The adjusting component includes: Adjusting block (7) is movably sleeved inside the adjusting hole (5). The adjusting block (7) is threadedly connected to the bolt (3). Limiting grooves (8) are opened on both the left and right sides inside the adjusting hole (5). One side of the adjusting block (7) is attached to one side of the extrusion plate (6).

3. The anchor for bridge and tunnel reinforcement according to claim 2, characterized in that, Limiting blocks (9) are fixedly connected to both the left and right sides of the adjusting block (7), and the limiting blocks (9) are movably fitted together with the limiting groove (8).

4. The anchor for bridge and tunnel reinforcement according to claim 3, characterized in that, The connecting pipe (2) is movably fitted with a connecting ring (10), and a number of fixing pieces (11) are fixedly connected to the outer wall surface of the connecting ring (10).

5. The bridge and tunnel reinforcement anchor according to claim 3, characterized in that, A plurality of extrusion blocks (12) are fixedly connected to one side of the extrusion plate (6), and a gasket (13) is movably sleeved on the outside of the connecting pipe (2).

6. The anchor for bridge and tunnel reinforcement according to claim 3, characterized in that, The bottom surface of the connecting pipe (2) is provided with an installation groove (14), and the top end of the fixing pipe (4) is fixedly connected with an installation frame (15), and the installation frame (15) is movably installed together with the installation groove (14).

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