CN218322728U - Bridge pile foundation reinforcing apparatus - Google Patents
Bridge pile foundation reinforcing apparatus Download PDFInfo
- Publication number
- CN218322728U CN218322728U CN202222768890.3U CN202222768890U CN218322728U CN 218322728 U CN218322728 U CN 218322728U CN 202222768890 U CN202222768890 U CN 202222768890U CN 218322728 U CN218322728 U CN 218322728U
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- horizontal
- rod
- supporting
- rods
- pile foundation
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 24
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims 1
- 208000032825 Ring chromosome 2 syndrome Diseases 0.000 description 11
- 230000000712 assembly Effects 0.000 description 10
- 238000000429 assembly Methods 0.000 description 10
- 238000010586 diagram Methods 0.000 description 3
- 238000012876 topography Methods 0.000 description 3
- 230000002093 peripheral effect Effects 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The application provides a bridge pile foundation reinforcing apparatus, include: the number of the supporting components is at least three, the supporting components comprise horizontal supporting rods, the middle sections of the horizontal supporting rods are hinged with oblique supporting rods, telescopic rods penetrate through the oblique supporting rods, the top ends of the telescopic rods are hinged with V-shaped blocks, the inner walls of the V-shaped blocks are provided with V-shaped grooves, and the outer walls of the V-shaped blocks are provided with clamping grooves; the two ends of the horizontal supporting rod are rotatably provided with a connecting pipe in a horizontal state, and the rotating axis of the connecting pipe is vertical to the bottom surface of the horizontal supporting rod. The locking ring is used for being sleeved on the outer sides of the V-shaped blocks of all the supporting components at the same time, and the locking ring is clamped in the clamping groove. The quantity of horizontal connecting rods is the same with supporting component's quantity, all links to each other through horizontal connecting rod between the adjacent supporting component of circumference, and the adjacent connecting pipe of both sides supporting component is worn to locate respectively at horizontal connecting rod's both ends. Has strong practicability.
Description
Technical Field
The utility model belongs to the technical field of the pile foundation construction, especially, relate to a bridge pile foundation reinforcing apparatus.
Background
Bridge pile foundation often need utilize reinforcing apparatus to consolidate the pile foundation in the work progress. Current reinforcing apparatus structure is comparatively complicated, uses comparatively loaded down with trivial details, and current reinforcing apparatus's base majority adopts the polygon framework of fixed structure moreover, is not convenient for adjust according to the size of topography and pile foundation, and the practicality is relatively poor.
SUMMERY OF THE UTILITY MODEL
For solving prior art not enough, the utility model provides a bridge pile foundation reinforcing apparatus has stronger practicality, can be according to the diameter of pile foundation and use topography adjusting device's structural form.
In order to realize the purpose of the utility model, the following scheme is planned to be adopted:
a bridge pile foundation reinforcing apparatus, comprising: supporting component, catch and horizontal connecting rod.
The number of the supporting components is at least three, the supporting components comprise horizontal supporting rods, the middle sections of the horizontal supporting rods are hinged with oblique supporting rods, the oblique supporting rods penetrate through telescopic rods along the length direction, the telescopic rods are movably arranged along the length direction, the top ends of the telescopic rods are hinged with V-shaped blocks, the inner walls of the V-shaped blocks are provided with V-shaped grooves, the outer walls of the V-shaped blocks are provided with clamping grooves, and the clamping grooves are perpendicular to the V-shaped grooves; the two ends of the horizontal supporting rod are rotatably provided with a connecting pipe in a horizontal state, and the rotating axis of the connecting pipe is vertical to the bottom surface of the horizontal supporting rod.
The locking ring is used for being sleeved on the outer sides of the V-shaped blocks of all the supporting assemblies at the same time, and the locking ring is clamped in the clamping groove.
The quantity of horizontal connecting rods is the same with supporting component's quantity, all links to each other through horizontal connecting rod between the adjacent supporting component of circumference, and the adjacent connecting pipe of both sides supporting component is worn to locate respectively at horizontal connecting rod's both ends.
Further, a strip-shaped hole is formed in each of two ends of the horizontal supporting rod along the length direction, the extending direction of the strip-shaped hole is in a horizontal state, and the connecting pipe is rotatably arranged in the strip-shaped hole.
Furthermore, a plurality of locking screws penetrate through the connecting pipe.
Further, many stock are all worn to be equipped with in horizontal support bar's both sides, and the equal perpendicular to horizontal support bar's of stock bottom surface.
Furthermore, a screw rod is arranged between the oblique supporting rod and the telescopic rod and used for adjusting the telescopic rod to stretch.
Furthermore, the horizontal support rod, the oblique support rod, the telescopic rod and the horizontal connecting rod are all rectangular rod structures.
Furthermore, the locking ring is of a belt-shaped structure and is provided with a notch, and two ends positioned at the notch are locked by screws.
The beneficial effects of the utility model reside in that: the utility model has the advantages of stronger practicality, quantity adjusting device's structural morphology through increase and decrease supporting component to the diameter of adaptation pile foundation and the different use topography.
Drawings
The drawings described herein are for illustrative purposes only of selected embodiments and not all possible implementations, and are not intended to limit the scope of the present disclosure.
Fig. 1 shows a configuration diagram of a support assembly of the present application.
Fig. 2 shows a schematic structural diagram of a preferred embodiment of the present application.
Fig. 3 shows a schematic structural diagram of another preferred embodiment of the present application.
The mark in the figure is: the support component comprises a support component-1, a horizontal support rod-11, a strip-shaped hole-111, an oblique support rod-12, a connecting block-121, a telescopic rod-13, a V-shaped block-14, a V-shaped groove-141, a clamping groove-142, a connecting pipe-15, a locking screw-16, an anchor rod-17, a screw rod-18, a locking ring-2 and a horizontal connecting rod-3.
Detailed Description
To make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the following detailed description of the embodiments of the present invention is provided with reference to the accompanying drawings, but the described embodiments of the present invention are some embodiments of the present invention, not all embodiments.
As shown in fig. 1 to 3, a bridge pile foundation reinforcing apparatus includes: a support assembly 1, a locking ring 2 and a horizontal link 3.
In particular, the support assembly 1 is provided with at least three groups along a circumferential array, which comprises horizontal support bars 11.
Specifically, as shown in fig. 1, the middle section of the horizontal support bar 11 is hinged with an inclined support bar 12 which is inclined upwards, and the inclined support bar 12 faces the middle part of the reinforcing device. The diagonal bracing rod 12 is provided with a telescopic rod 13 along the length direction in a penetrating manner, and the telescopic rod 13 is arranged along the length direction in a moving manner. The top end of the telescopic rod 13 is hinged with a V-shaped block 14, the inner wall of the V-shaped block 14 is provided with a V-shaped groove 141, and the V-shaped groove 141 faces to the middle part of the reinforcing device. The outer wall of the V-shaped block 14 is provided with a clamping groove 142, and the clamping groove 142 is perpendicular to the V-shaped groove 141.
Specifically, as shown in fig. 1, the two ends of the horizontal support bar 11 are rotatably provided with a connecting pipe 15 in a horizontal state, and the rotation axis of the connecting pipe 15 is perpendicular to the bottom surface of the horizontal support bar 11.
Specifically, as shown in fig. 1 and fig. 2, the locking ring 2 is used for being sleeved on the outer sides of the V-shaped blocks 14 of all the supporting assemblies 1 at the same time, and the locking ring 2 is clamped in the clamping groove 142, so that the V-shaped blocks 14 are locked on the outer wall of the bridge pile foundation through the locking ring 2.
Specifically, as shown in fig. 1 and 2, the number of the horizontal connecting rods 3 is the same as that of the supporting assemblies 1, the supporting assemblies 1 adjacent to each other along the circumference are connected to each other through the horizontal connecting rods 3, two ends of each horizontal connecting rod 3 are respectively inserted into the adjacent connecting pipes 15 of the supporting assemblies 1 on two sides, and a plurality of locking screws 16 are inserted into the connecting pipes 15 for locking the horizontal connecting rods 3.
Preferably, as shown in fig. 1, a strip-shaped hole 111 is formed at both ends of the horizontal support rod 11 along the length direction, the extending direction of the strip-shaped hole 111 is horizontal, and the connection pipe 15 is rotatably disposed in the strip-shaped hole 111. The outer wall of connecting pipe 15 is connected in the lateral wall in bar hole 111 through round pin hub rotation, and this structure can improve connecting pipe 15's structural stability to pile foundation reinforcing apparatus's overall structure is more stable after making the installation of horizontal connecting rod 3.
Preferably, as shown in fig. 1, a plurality of anchor rods 17 are respectively inserted into two sides of the horizontal support rod 11, and the anchor rods 17 are perpendicular to the bottom surface of the horizontal support rod 11, so as to increase the overall structural strength of the pile foundation reinforcing device and the connection stability between the anchor rods and the bottom surface of the pile foundation reinforcing device.
More specifically, as shown in fig. 1, a screw 18 is disposed between the inclined supporting rod 12 and the telescopic rod 13 for adjusting the extension and retraction of the telescopic rod 13. In this embodiment, one end of the screw 18 is rotatably disposed on the outer wall of the telescopic rod 13, the screw 18 is parallel to the telescopic rod 13 and the inclined supporting rod 12, and the other end of the screw 18 passes through the connecting block 121 on the outer wall of the inclined supporting rod 12 through a threaded fit. The screw 18 is rotated to move the telescopic rod 13 in the longitudinal direction of the inclined supporting rod 12.
Preferably, the horizontal support bar 11, the diagonal support bar 12, the telescopic bar 13 and the horizontal connecting rod 3 are all rectangular bar structures. The structural stability of pile foundation reinforcing device is improved, and the part is prevented from rotating around the axis.
More specifically, the locking ring 2 is a belt-shaped structure having a notch, and both ends at the notch are locked by screws. The degree of the locking ring 2 compressing the V-shaped block 14 can be controlled by using the screw, thereby controlling the connection stability between the reinforcing apparatus and the bridge pile foundation and making the locking ring 2 adaptable to bridge pile foundations of different diameters.
Before use, an appropriate number of support assemblies 1 are first selected according to the diameter of the pile foundation and the terrain. For example, when the diameter of the pile foundation is small, the structure shown in fig. 2 can be built, only three groups of support assemblies 1 are needed, if the diameter of the pile foundation is large, the number of the support assemblies 1 can be increased, and four groups of support assemblies 1 are used by adopting the structure shown in fig. 3. When the ground area that the pile foundation is peripheral to be used for fixing device is less, can suitably reduce the use quantity of supporting component 1, when the ground area that the pile foundation is peripheral to be used for fixing device is great, can suitably increase the use quantity of supporting component 1.
When the underground anchor rod is built, the support assemblies 1 on two adjacent sides are connected by the aid of the horizontal connecting rods 3, a polygonal base structure is built by the aid of the horizontal supporting rods 11 and the horizontal connecting rods 3, and the anchor rods 17 are inserted into the ground. The V-shaped groove 141 of the V-shaped block 14 is leaned against the outer wall of the pile foundation, and the position of the telescopic rod 13 is adjusted to enable the clamping groove 142 to be located on the same horizontal plane. The locking ring 2 is installed, the locking ring 2 is clamped in the clamping groove 142, and the V-shaped block 14 is locked by the locking ring 2. And then the size and the direction of the supporting force of the foundation reinforcing device to the bridge pile foundation can be controlled by adjusting different telescopic rods 13.
The foregoing is only a preferred embodiment of the invention and is not intended to be the only or limiting embodiment of the invention. It should be understood by those skilled in the art that various changes and equivalent substitutions made herein may be made without departing from the scope of the invention as defined by the appended claims.
Claims (7)
1. The utility model provides a bridge pile foundation reinforcing apparatus which characterized in that includes:
the supporting assembly (1) is provided with at least three groups along a circumferential array and comprises horizontal supporting rods (11), the middle section of each horizontal supporting rod (11) is hinged with an oblique supporting rod (12), the oblique supporting rod (12) penetrates through a telescopic rod (13) along the length direction, the telescopic rod (13) moves along the length direction, a V-shaped block (14) is hinged to the top end of the telescopic rod (13), a V-shaped groove (141) is formed in the inner wall of the V-shaped block (14), a clamping groove (142) is formed in the outer wall of the V-shaped block (14), and the clamping groove (142) is perpendicular to the V-shaped groove (141); two ends of the horizontal support rod (11) are rotatably provided with a connecting pipe (15) in a horizontal state, and the rotating axis of the connecting pipe (15) is vertical to the bottom surface of the horizontal support rod (11);
the locking rings (2) are used for being sleeved on the outer sides of the V-shaped blocks (14) of all the supporting components (1) at the same time, and the locking rings (2) are clamped in the clamping grooves (142);
horizontal connecting rod (3), quantity is the same with the quantity of supporting component (1), all links to each other through horizontal connecting rod (3) between the adjacent supporting component (1) of circumference, and adjacent connecting pipe (15) of locating both sides supporting component (1) are worn to locate respectively at the both ends of horizontal connecting rod (3).
2. The bridge pile foundation reinforcing device according to claim 1, wherein the two ends of the horizontal support rod (11) are provided with strip-shaped holes (111) along the length direction, the extending direction of the strip-shaped holes (111) is in a horizontal state, and the connecting pipe (15) is rotatably arranged in the strip-shaped holes (111).
3. The bridge pile foundation reinforcing device according to claim 1, wherein a plurality of locking screws (16) are arranged on the connecting pipe (15) in a penetrating manner.
4. The bridge pile foundation reinforcing device according to claim 1, wherein a plurality of anchor rods (17) are arranged on two sides of the horizontal support rod (11) in a penetrating manner, and the anchor rods (17) are perpendicular to the bottom surface of the horizontal support rod (11).
5. The bridge pile foundation reinforcing device according to claim 1, wherein a screw (18) is arranged between the inclined support rod (12) and the telescopic rod (13) for adjusting the extension and retraction of the telescopic rod (13).
6. The bridge pile foundation reinforcing device according to claim 1, wherein the horizontal support rods (11), the diagonal support rods (12), the telescopic rods (13) and the horizontal connecting rods (3) are all rectangular rod structures.
7. The bridge pile foundation reinforcement device according to claim 1, wherein the locking ring (2) is a strip structure having a gap, and both ends at the gap are locked by screws.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222768890.3U CN218322728U (en) | 2022-10-20 | 2022-10-20 | Bridge pile foundation reinforcing apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222768890.3U CN218322728U (en) | 2022-10-20 | 2022-10-20 | Bridge pile foundation reinforcing apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218322728U true CN218322728U (en) | 2023-01-17 |
Family
ID=84824693
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222768890.3U Expired - Fee Related CN218322728U (en) | 2022-10-20 | 2022-10-20 | Bridge pile foundation reinforcing apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218322728U (en) |
-
2022
- 2022-10-20 CN CN202222768890.3U patent/CN218322728U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20230117 |
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| CF01 | Termination of patent right due to non-payment of annual fee |