Steel hoop reinforced installation structure for pier stand column

Abstract

The utility model relates to the field of mounting structures, in particular to a steel hoop reinforced mounting structure for a pier stand column, which comprises a first arc-shaped hoop, a second arc-shaped hoop, a first bucket-shaped hoop and a second bucket-shaped hoop. A second arc-shaped hoop is arranged on one side of the first arc-shaped hoop in a matched mode, the first arc-shaped hoop and the second arc-shaped hoop are oppositely arranged, one end of the first arc-shaped hoop is provided with a first-stage mounting plate, the other end of the first arc-shaped hoop is provided with a second-stage mounting plate, and the two ends of the second arc-shaped hoop and the first arc-shaped hoop are arranged in the same mode. A first bucket-shaped hoop is arranged at the upper end of the first arc-shaped hoop, and a second bucket-shaped hoop is arranged at the upper end of the second arc-shaped hoop; according to the utility model, the first arc-shaped hoop, the second arc-shaped hoop, the first bucket-shaped hoop and the second bucket-shaped hoop are combined, so that a worker can symmetrically fix the first arc-shaped hoop and the second arc-shaped hoop along the outer end of the pier stand column when the steel hoop is mounted.

Description

Technical Field

[0001] This utility model relates to the field of installation structures, and in particular to a steel clamp reinforcement installation structure for bridge pier columns. Background Technology

[0002] Bridge pier columns, also known as pier pillars, are the part above the pier cap and below the cap beam. They are the main supporting structure of the bridge pier. In engineering, bridge pier columns are generally cylindrical. In order to enhance the structural strength of the bridge pier columns, steel clamps are usually installed at appropriate locations on the bridge pier columns to increase their load-bearing capacity.

[0003] In traditional installation structures, when installing steel clamps, the bolts are usually simply passed through the mounting plates at both ends of the two steel clamps and locked in place. However, this installation method usually causes the stress between the two steel clamps to concentrate on the locking bolts, which can easily lead to deformation or breakage of the bolts.

[0004] Therefore, in view of the above-mentioned traditional installation structure, which is prone to bolt deformation or breakage, a steel clamp reinforcement installation structure for bridge pier columns can be designed. Typically, a corresponding reinforcement mechanism is installed on the mounting plate of the steel clamp to distribute the stress borne by the bolt, thereby facilitating the solution of the above problems. Utility Model Content

[0005] To overcome the limitations of traditional installation structures, when installing steel clamps, the bolts are usually simply passed through the mounting plates at both ends of the two steel clamps after they are aligned. However, this installation method usually causes the stress between the two steel clamps to concentrate on the locking bolts, which can easily lead to deformation or breakage of the bolts.

[0006] The technical solution of this utility model is as follows: a steel clamp reinforcement installation structure for bridge pier columns, including a first arc-shaped clamp, a second arc-shaped clamp, a first bucket-shaped clamp, and a second bucket-shaped clamp; a second arc-shaped clamp is matched on one side of the first arc-shaped clamp, the first arc-shaped clamp and the second arc-shaped clamp are arranged opposite to each other, a primary mounting plate is provided at one end of the first arc-shaped clamp, a secondary mounting plate is provided at the other end of the first arc-shaped clamp for cooperating with the primary mounting plate, the two ends of the second arc-shaped clamp are arranged in the same way as the first arc-shaped clamp, a first bucket-shaped clamp for reinforcing the top of the bridge pier is provided at the upper end of the first arc-shaped clamp, and a second bucket-shaped clamp for cooperating with the first bucket-shaped clamp is provided at the upper end of the second arc-shaped clamp.

[0007] Preferably, this application combines a first arc-shaped clamp, a second arc-shaped clamp, a first bucket-shaped clamp, and a second bucket-shaped clamp, so that when installing the steel clamps, workers can symmetrically fix the first arc-shaped clamp and the second arc-shaped clamp along the outer end of the pier column. Then, the first-stage mounting plate and the second-stage mounting plate symmetrically lock the first arc-shaped clamp and the second arc-shaped clamp. After locking, the first bucket-shaped clamp and the second bucket-shaped clamp are installed on the upper end of the first arc-shaped clamp and the second arc-shaped clamp according to actual needs to fix the top bucket-shaped support structure of the pier column.

[0008] Preferably, the first-stage mounting plate has four sets of positioning blocks evenly distributed on the side near the second-stage mounting plate, and the second-stage mounting plate has four sets of positioning slots corresponding to the positioning blocks evenly distributed on the side near the first-stage mounting plate.

[0009] Preferably, one end of the positioning block is provided with a chamfer, two sets of first mating holes are symmetrically provided between the four sets of positioning blocks, and two sets of second mating holes corresponding to the first mating holes are symmetrically provided between the four sets of positioning slots.

[0010] Preferably, the sides of the first arc-shaped clamp and the second arc-shaped clamp that are far apart are provided with four sets of reinforcing horizontal ribs, and multiple sets of reinforcing vertical ribs are provided linearly between the four sets of reinforcing horizontal ribs, with the four sets of reinforcing horizontal ribs and the multiple sets of reinforcing vertical ribs intersecting each other.

[0011] Preferably, both the first and second arc-shaped clamps have receiving slots at their upper ends, and two sets of first locking holes are symmetrically provided at both ends of the receiving slots. Multiple sets of reinforcing rib receiving grooves are provided through the rear sidewalls of the receiving slots.

[0012] Preferably, both the first bucket-shaped clamp and the second bucket-shaped clamp are provided with arc-shaped receiving blocks at their lower ends. The lower ends of the arc-shaped receiving blocks extend into the interior of the receiving slots. Both ends of the arc-shaped receiving blocks are symmetrically provided with two sets of second locking holes corresponding to the first locking holes.

[0013] Preferably, the outer ends of the first bucket-shaped clamp and the second bucket-shaped clamp are all surrounded by multiple sets of oblique reinforcing ribs, the lower ends of the multiple sets of oblique reinforcing ribs extend into the interior of the reinforcing rib receiving groove, and a male docking buckle is provided at one edge of the first bucket-shaped clamp and the female docking buckle is provided at the other edge of the first bucket-shaped clamp and the female docking buckle, and the male docking buckle and the female docking buckle match and engage with each other.

[0014] The beneficial effects of this utility model are as follows: Compared with traditional installation structures, which are prone to bolt deformation or breakage, this application disperses stress through the design of positioning blocks, positioning slots, and multiple mating holes, avoiding the problem of stress concentration on bolts in traditional installation methods, and effectively preventing bolt deformation or breakage. The design of reinforcing horizontal and vertical ribs makes the entire clamp structure more evenly stressed, enhancing the overall resistance to deformation. The diagonal reinforcing ribs of the first and second bucket-shaped clamps further enhance the stability of the top structure, ensuring the safety of the overall structure. This steel clamp reinforcement installation structure for bridge pier columns effectively solves the problems of stress concentration, easy bolt deformation or breakage in traditional installation structures through reasonable design and optimization, improving installation efficiency and stability. Attached Figure Description

[0015] Figure 1 The diagram shown is a schematic representation of the overall structure of the installation structure of this utility model.

[0016] Figure 2 The diagram shown is a schematic of the first arc-shaped clamp structure of the installation structure of this utility model.

[0017] Figure 3 The diagram shown is a schematic of the first bucket-shaped clamp structure of the installation structure of this utility model;

[0018] Figure 4 The diagram shown is a schematic of the second bucket-shaped clamp structure of the installation structure of this utility model.

[0019] Explanation of reference numerals in the attached drawings: 1. First arc-shaped clamp; 2. Second arc-shaped clamp; 3. Primary mounting plate; 4. Secondary mounting plate; 5. First bucket-shaped clamp; 6. Second bucket-shaped clamp; 7. Positioning insert; 8. Chamfer; 9. Positioning slot; 10. First mating hole; 11. Second mating hole; 12. Reinforcing horizontal rib; 13. Reinforcing vertical rib; 14. Receiving slot; 15. Reinforcing rib receiving groove; 16. First locking hole; 17. Arc-shaped receiving insert; 18. Second locking hole; 19. Female mating buckle; 20. Diagonal reinforcing rib; 21. Female mating buckle. Detailed Implementation

[0020] The present invention will be further described below with reference to the accompanying drawings and embodiments.

[0021] Please see Figures 1-4This utility model provides an embodiment of a steel clamp reinforcement installation structure for bridge pier columns, including a first arc-shaped clamp 1, a second arc-shaped clamp 2, a first bucket-shaped clamp 5, and a second bucket-shaped clamp 6; the second arc-shaped clamp 2 is matched on one side of the first arc-shaped clamp 1, the first arc-shaped clamp 1 and the second arc-shaped clamp 2 are arranged opposite to each other, one end of the first arc-shaped clamp 1 is provided with a primary mounting plate 3, and the other end of the first arc-shaped clamp 1 is provided with a secondary mounting plate 4 for cooperating with the primary mounting plate 3, both ends of the second arc-shaped clamp 2 are arranged in the same way as the first arc-shaped clamp 1, the upper end of the first arc-shaped clamp 1 is provided with a first bucket-shaped clamp 5 for reinforcing the top of the bridge pier, and the upper end of the second arc-shaped clamp 2 is provided with a second bucket-shaped clamp 6 for cooperating with the first bucket-shaped clamp 5.

[0022] Please see Figures 2-3 In this embodiment, four sets of positioning blocks 7 are evenly provided on the side of the primary mounting plate 3 near the secondary mounting plate 4, and four sets of positioning slots 9 corresponding to the positioning blocks 7 are evenly provided on the side of the secondary mounting plate 4 near the primary mounting plate 3. One end of the positioning block 7 is provided with a chamfered corner 8. Two sets of first mating holes 10 are symmetrically provided between the four sets of positioning blocks 7, and two sets of second mating holes 11 corresponding to the first mating holes 10 are symmetrically provided between the four sets of positioning slots 9. By combining the positioning blocks 7 with the positioning slots 9, the installation process is simplified and the installation efficiency is improved. At the same time, during installation, the workers first align the first arc-shaped clamp 1 and the second arc-shaped clamp 2 along the outer side of the column, and then easily insert the positioning blocks 7 into the positioning slots 9 through the chamfered corner 8. Then, the bolts are passed through the first mating hole 10 and the second mating hole 11 and tightened with nuts. After the positioning blocks 7 and the positioning slots 9 are inserted, the stress borne by the connecting bolts is dispersed, making it difficult for them to deform and break.

[0023] Please see Figures 2-3In this embodiment, four sets of reinforcing horizontal ribs 12 are linearly arranged on the opposite sides of the first arc-shaped clamp 1 and the second arc-shaped clamp 2. Multiple sets of reinforcing vertical ribs 13 are linearly arranged between the four sets of reinforcing horizontal ribs 12. The four sets of reinforcing horizontal ribs 12 and the multiple sets of reinforcing vertical ribs 13 are arranged intersectingly. By combining the reinforcing horizontal ribs 12 and the reinforcing vertical ribs 13, the structural strength of the first arc-shaped clamp 1 and the second arc-shaped clamp 2 is improved. The upper end of the first arc-shaped clamp 1 and the second arc-shaped clamp 2 are both provided with receiving slots 14. Two sets of first locking holes 16 are symmetrically provided at both ends of the receiving slots 14. Multiple sets of reinforcing rib receiving grooves 1 are provided through the rear sidewall of the receiving slots 14. 5. Both the lower ends of the first bucket-shaped clamp 5 and the second bucket-shaped clamp 6 are provided with arc-shaped receiving blocks 17. The lower ends of the arc-shaped receiving blocks 17 extend into the interior of the receiving slot 14. Both ends of the arc-shaped receiving blocks 17 are symmetrically provided with two sets of second locking holes 18 corresponding to the first locking holes 16. By combining the receiving slot 14 with the arc-shaped receiving blocks 17, when needed, the workers can insert the arc-shaped receiving blocks 17 at the lower ends of the first bucket-shaped clamp 5 and the second bucket-shaped clamp 6 into the receiving slot 14, and then insert the bolts from the first locking holes 16 into the second locking holes 18. At the same time, the oblique reinforcing ribs 20 can fall into the reinforcing rib receiving grooves 15 for further fixation.

[0024] Please see Figures 3-4 In this embodiment, the outer ends of the first bucket-shaped clamp 5 and the second bucket-shaped clamp 6 are all surrounded by multiple sets of oblique reinforcing ribs 20. The lower ends of the multiple sets of oblique reinforcing ribs 20 extend into the interior of the reinforcing rib receiving groove 15. One end edge of the first bucket-shaped clamp 5 and the second bucket-shaped clamp 6 is provided with a male docking buckle 19, and the other end edge of the first bucket-shaped clamp 5 and the second bucket-shaped clamp 6 is provided with a female docking buckle 21. The male docking buckle 19 and the female docking buckle 21 match and fasten with each other. By combining the male docking buckle 19 and the female docking buckle 21, the first bucket-shaped clamp 5 and the second bucket-shaped clamp 6 can be installed and locked together by the male docking buckle 19 and the female docking buckle 21 after installation. At the same time, the multiple sets of oblique reinforcing ribs 20 can improve the support performance of the first bucket-shaped clamp 5 and the second bucket-shaped clamp 6.

[0025] During the operation, the workers first align the first arc-shaped clamp 1 and the second arc-shaped clamp 2 along the outer side of the column. Then, the positioning block 7 is easily inserted into the positioning slot 9 through the chamfer 8. The bolt is then passed through the first mating hole 10 and the second mating hole 11 and tightened with a nut. After the positioning block 7 and the positioning slot 9 are inserted, the stress on the connecting bolt is dispersed, making it difficult for it to deform and break.

[0026] Then, the arc-shaped receiving blocks 17 at the lower ends of the first bucket-shaped clamp 5 and the second bucket-shaped clamp 6 are inserted into the receiving slot 14. Then, the bolts are inserted from the first locking hole 16 into the second locking hole 18, and at the same time, the oblique reinforcing ribs 20 can fall into the reinforcing rib receiving groove 15 for further fixation.

[0027] After the first bucket-shaped clamp 5 and the second bucket-shaped clamp 6 are installed, they can be locked together by the male coupling buckle 19 and the female coupling buckle 21 to complete the installation. At the same time, the multiple sets of diagonal reinforcing ribs 20 can improve the support performance of the first bucket-shaped clamp 5 and the second bucket-shaped clamp 6.

[0028] Through the above steps, during installation, the first arc-shaped clamp 1 and the second arc-shaped clamp 2 are aligned along the outer side of the column. Then, the positioning block 7 is easily inserted into the positioning slot 9 through the chamfered corner 8. Then, the bolt passes through the first mating hole 10 and the second mating hole 11 and is tightened with a nut. After the positioning block 7 and the positioning slot 9 are inserted, the stress borne by the connecting bolt is dispersed, making it difficult for it to deform and break. This effectively solves the problems of stress concentration, easy deformation or breakage of bolts in traditional installation structures, and improves installation efficiency and stability.

Claims

1. A steel clamp reinforcement installation structure for bridge pier columns, comprising a first arc-shaped clamp (1); characterized in that: It also includes a second arc-shaped clamp (2), a first bucket-shaped clamp (5) and a second bucket-shaped clamp (6); the first arc-shaped clamp (1) is matched with a second arc-shaped clamp (2) on one side, the first arc-shaped clamp (1) and the second arc-shaped clamp (2) are arranged opposite to each other, one end of the first arc-shaped clamp (1) is provided with a first-level mounting plate (3), the other end of the first arc-shaped clamp (1) is provided with a second-level mounting plate (4) for cooperating with the first-level mounting plate (3), both ends of the second arc-shaped clamp (2) are arranged in the same way as the first arc-shaped clamp (1), the upper end of the first arc-shaped clamp (1) is provided with a first bucket-shaped clamp (5) for reinforcing the top of the bridge pier, and the upper end of the second arc-shaped clamp (2) is provided with a second bucket-shaped clamp (6) for cooperating with the first bucket-shaped clamp (5).

2. The steel clamp reinforcement installation structure for bridge pier columns according to claim 1, characterized in that: The first-level mounting plate (3) has four sets of positioning blocks (7) evenly arranged on the side close to the second-level mounting plate (4), and the second-level mounting plate (4) has four sets of positioning slots (9) corresponding to the positioning blocks (7) evenly arranged on the side close to the first-level mounting plate (3).

3. The steel clamp reinforcement installation structure for bridge pier columns according to claim 2, characterized in that: One end of the positioning plug (7) is provided with a chamfer (8), and two sets of first docking holes (10) are symmetrically provided between the four sets of positioning plugs (7). Two sets of second docking holes (11) corresponding to the first docking holes (10) are symmetrically provided between the four sets of positioning slots (9).

4. The steel clamp reinforcement installation structure for bridge pier columns according to claim 1, characterized in that: The first arc-shaped clamp (1) and the second arc-shaped clamp (2) are both provided with four sets of reinforcing horizontal ribs (12) on the side that is far away from each other. Multiple sets of reinforcing vertical ribs (13) are provided linearly between the four sets of reinforcing horizontal ribs (12). The four sets of reinforcing horizontal ribs (12) and the multiple sets of reinforcing vertical ribs (13) are intersected with each other.

5. The steel clamp reinforcement installation structure for bridge pier columns according to claim 4, characterized in that: The upper ends of the first arc-shaped clamp (1) and the second arc-shaped clamp (2) are provided with receiving slots (14). Two sets of first locking holes (16) are symmetrically provided at both ends of the receiving slots (14). Multiple sets of reinforcing rib receiving grooves (15) are provided through the rear side wall of the receiving slots (14).

6. The steel clamp reinforcement installation structure for bridge pier columns according to claim 5, characterized in that: Both the first bucket-shaped clamp (5) and the second bucket-shaped clamp (6) have an arc-shaped receiving block (17) at their lower ends. The lower end of the arc-shaped receiving block (17) extends into the receiving slot (14). Both ends of the arc-shaped receiving block (17) are symmetrically provided with two sets of second locking holes (18) corresponding to the first locking hole (16).

7. The steel clamp reinforcement installation structure for bridge pier columns according to claim 6, characterized in that: The outer ends of the first bucket-shaped clamp (5) and the second bucket-shaped clamp (6) are surrounded by multiple sets of oblique reinforcing ribs (20). The lower ends of the multiple sets of oblique reinforcing ribs (20) extend into the interior of the reinforcing rib receiving groove (15). One end edge of the first bucket-shaped clamp (5) and the second bucket-shaped clamp (6) is provided with a male coupling buckle (19), and the other end edge of the first bucket-shaped clamp (5) and the second bucket-shaped clamp (6) is provided with a female coupling buckle (21). The male coupling buckle (19) and the female coupling buckle (21) are matched and fastened to each other.

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