Bridge pile foundation protection device for bridge construction

By designing a bridge pile foundation protection device containing support components and reinforcement components, the problem of poor connection tightness of traditional bridge pile foundation fixing methods under soft or uneven foundation conditions is solved, and stable connection and efficient protection of pile foundations are achieved.

CN119933194AInactive Publication Date: 2025-05-06CHINA RAILWAY FIRST GROUP FIFTH ENGINEERING CO LTD +1
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Patent Information

Application Number
CN202510421900.1
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-04-07
Publication Date
2025-05-06
Estimated Expiration
Not applicable · inactive patent

AI Technical Summary

Technical Problem

The traditional bridge pile foundation fixing method has poor connection tightness under soft or uneven foundation conditions, which is prone to fixing failure, which weakens the stability and reliability of pile foundation reinforcement support.

Method used

A bridge pile foundation protection device for bridge construction is designed, and a support assembly and a reinforcement assembly are adopted. The support assembly includes a support plate and a fixing member. The fixing member is fitted with the foundation through anchor claws to form a stable connection; the reinforcement assembly includes a first arc plate and a support rod, and the first arc plate clamps the pile foundation, and the support rod enhances the fixing effect.

Benefits of technology

It effectively improves the protection effect of bridge pile foundations, ensures the stability and safety of pile foundations during construction and use, especially under soft or uneven foundation conditions, prevents the fixtures from loose or slipping, and ensures reliable fixing.

✦ Generated by Eureka AI based on patent content.

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Abstract

The invention relates to the technical field of bridge construction, in particular to a bridge pile foundation protection device for bridge construction, which comprises at least one protection mechanism, the protection mechanism comprises a supporting assembly and a reinforcing assembly, the supporting assembly comprises two supporting plates and a plurality of fixing pieces, and the two supporting plates are uniformly distributed along the circumferential direction of a pile foundation; the supporting plate is connected with the foundation through the fixing piece. The reinforcing assembly comprises two reinforcing pieces and two supporting pieces, the reinforcing pieces correspond to the supporting plates one to one, each reinforcing piece comprises a first arc plate, the first arc plates are connected to the tops of the supporting plates, the pile foundation is clamped through the two first arc plates, the supporting pieces correspond to the first arc plates one to one, and the supporting pieces are located on the sides, away from each other, of the two first arc plates. The supporting piece comprises a supporting rod which is obliquely arranged upwards from the supporting plate to one side of the first arc plate, one end of the supporting rod is connected with the supporting plate, and the other end of the supporting rod is connected with the first arc plate. The pile foundation reinforcing support has the effect of enhancing the stability and reliability of the pile foundation reinforcing support.
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Description

Technical Field

[0001] The present application relates to the technical field of bridge construction, and in particular to a bridge pile foundation protection device for bridge construction. Background Art

[0002] Bridge pile foundation protection devices are an important part of modern bridge engineering construction. Their main function is to protect bridge pile foundations from external environmental factors such as water erosion, chemical corrosion and physical impact. Reasonable bridge pile foundation protection measures can not only significantly extend the service life of the bridge, but also effectively ensure the safety and stability of the bridge structure.

[0003] In the actual construction process, in order to enhance the tightness of the connection between the fixing rod and the ground, the existing technology usually adopts a variety of means to improve it, such as increasing the insertion depth of the fixing rod, setting spiral blades on the outside of the fixing rod to increase friction, or pouring concrete around the fixing rod to improve the fixing effect.

[0004] Regarding the above-mentioned related technologies, the connection tightness between the traditional fixing rod and the ground is poor, especially under soft or uneven foundation conditions, the connection tightness between the traditional fixing rod and the ground is poor, and the problem of fixing failure may occur, thereby weakening the stability and reliability of the pile foundation reinforcement support. Summary of the invention

[0005] In order to improve the problem of weakening the stability and reliability of pile foundation reinforcement support, the present application provides a bridge pile foundation protection device for bridge construction.

[0006] The present application provides a bridge pile foundation protection device for bridge construction using the following technical solution: A bridge pile foundation protection device for bridge construction, a plurality of pile holes for pile foundations to be inserted are excavated in the foundation, comprising at least one protection mechanism, the protection mechanism is arranged corresponding to the pile foundation, the protection mechanism comprises a support assembly and a reinforcement assembly, the support assembly comprises two support plates and a plurality of fixing members, the two support plates are evenly distributed along the circumference of the pile foundation, the support plates are arranged vertically to the pile foundation, a plurality of fixing members are evenly connected to the bottom of the two support plates, and the fixing members connect the support plates to the foundation; The reinforcement assembly includes two reinforcement members and two support members, the reinforcement members correspond to the support plates one by one, the reinforcement members include a first arc plate, the first arc plate is connected to the top of the support plate, the two first arc plate openings are arranged opposite to each other, the two first arc plates clamp the pile foundation, the support members correspond to the first arc plates one by one, the support members are located on the side of the two first arc plates away from each other, the support members include a support rod, the support rod is arranged obliquely upward from the support plate to one side of the first arc plate, one end of the support rod is connected to the support plate, and the other end is connected to the first arc plate.

[0007] By adopting the above technical scheme, when it is necessary to protect the pile foundation, first, the protection mechanism is moved to the construction site, the reinforcement assembly is hoisted to the construction area using the lifting mechanism, the pile foundation is hoisted and moved, the pile foundation is inserted into the pile hole, the support plate is fixed to the foundation by the fixing parts, and the two first arc plates clamp the pile foundation. The bridge pile foundation protection device for bridge construction can effectively improve the protection effect of the bridge pile foundation. Specifically, by setting the support plate and the fixing parts in the support assembly, the protection mechanism can be firmly connected to the foundation, thereby providing basic support for the entire protection device; at the same time, the first arc plate in the reinforcement assembly can clamp the pile foundation, and cooperate with the support rod in the support member to further enhance the fixing effect of the protection mechanism on the pile foundation, thereby ensuring the stability and safety of the pile foundation during construction and use.

[0008] In a specific feasible implementation scheme, the fixing device includes an insertion rod, a threaded rod, a slider, a plurality of connecting rods and a plurality of anchor claws, the insertion rod being vertically connected to the side of the support plate close to the foundation, the insertion rod being hollow, and a plurality of insertion holes evenly distributed along its circumference are formed on the peripheral wall of the insertion rod, the threaded rod is sequentially passed through the support plate and the insertion rod, the threaded rod is coaxially arranged with the insertion rod, the threaded rod is sequentially rotatably connected to the support plate and the insertion rod, the slider is threadedly connected to one end of the threaded rod located in the insertion rod, the connecting rod and the anchor claw are both in one-to-one correspondence with the insertion hole, one end of the connecting rod is hinged to the slider, and the other end is hinged to one end of the anchor claw, the other end of the anchor claw can be extended into the insertion hole, and the anchor claw can be inserted into the foundation.

[0009] By adopting the above technical solution, the fixing device can significantly improve the connection stability between the support plate and the foundation, and the specific effects are as follows: the hollow design of the insertion rod and the evenly distributed sockets on the surrounding wall provide space and paths for the anchor claws to unfold; the coordinated use of the threaded rod and the slider makes the unfolding and retracting process of the anchor claws controllable and convenient; under the push of the connecting rod, the anchor claws can extend from the sockets of the insertion rod and penetrate into the foundation to form a stable interlocking structure, thereby greatly enhancing the overall stability of the fixing device, especially under soft or uneven foundation conditions, effectively preventing the fixing device from loosening or slipping, and ensuring the reliable fixation of the bridge pile foundation protection device.

[0010] In a specific possible implementation scheme, the reinforcement also includes two second arc plates and two fastening sources, the first arc plate is hollow, the two second arc plates are distributed along the curvature direction of the first arc plate, the second arc plate is plugged into one side of the first arc plate, the first arc plate and the two second arc plates form a semicircle, the two semicircles form a clamping area for pile foundation placement, the two adjacent second arc plates on the two first arc plates are connected, the second arc plates are slidably arranged on both sides of the first arc plate along the curvature direction of the first arc plate, the fastening source corresponds to the second arc plate, the fastening source is connected to the first arc plate, and the fastening source is used to fix the first arc plate and the second arc plate; The protective mechanism also includes two adjustment components, which correspond to the support plates one by one. The first arc plate is slidably arranged on the top of the support plate. The two first arc plates move toward or away from each other. The adjustment component is connected to the support plate. The adjustment component is connected to the first arc plate to drive the first arc plate to move.

[0011] By adopting the above technical solution, the first arc plate and the second arc plate can be combined to form a semicircular clamping area, which can adapt to pile foundations of different diameters and clamp them firmly, significantly improving the fixing effect of the pile foundation. At the same time, the second arc plate is slidably arranged along the curvature direction of the first arc plate, and the position is locked by the fastening source, making the size adjustment of the clamping area more flexible and convenient. In addition, the adjustment component drives the movement of the first arc plate, further enhancing the adaptability and fixing reliability of the protective device to the pile foundation, and effectively ensuring the construction safety and stability of the bridge pile foundation.

[0012] In a specific feasible implementation scheme, the protective mechanism also includes multiple drainage components, one first arc plate corresponds to one drainage component, and the drainage component includes a drainage plate, and the drainage plate is located on the side of the first arc plate away from the opening. The drainage plate is inclined along the water flow direction from the two second arc plates on the same first arc plate toward away from the first arc plate, and the drainage plate is connected to the first arc plate on the side close to the first arc plate.

[0013] By adopting the above technical solution, the inclined setting of the guide plate can effectively guide the direction of water flow, avoid the accumulation of garbage at the bridge pile foundation, thereby reducing the corrosion damage to the bridge pile foundation caused by harmful substances in the garbage. At the same time, the laminar transition zone formed by the guide plate helps to reduce the amplitude of vortex-induced vibration, reduce the impact of water flow on the protective mechanism, and improve the overall stability and reliability of the protective device.

[0014] In a specific possible implementation scheme, the drainage assembly also includes a rotating rod, and the drainage plate is rotatably connected to the first circular arc plate on the side close to the first circular arc plate, and the drainage plate rotates toward or away from the first circular arc plate. The rotating rod is vertically arranged to the support plate, and both ends of the rotating rod are rotatably connected to the first circular arc plate. The rotating rod can be self-locking, and the drainage plate is connected to the rotating rod on the side close to the first circular arc plate.

[0015] By adopting the above technical solution, the setting of the rotating rod enables the guide plate to rotate around it, so as to adjust the inclination angle of the guide plate relative to the first arc plate. This adjustable design can be flexibly adjusted according to the actual water flow direction and intensity, effectively guiding the water flow direction, avoiding the accumulation of garbage at the bridge pile foundation, and reducing the corrosion damage of harmful substances to the pile foundation. At the same time, the laminar transition zone formed by the guide plate can reduce the amplitude of vortex-induced vibration, reduce the impact force of water flow on the protective mechanism, and improve the stability and reliability of the entire device. In addition, the self-locking function of the rotating rod ensures that the guide plate can remain stable after being adjusted to the appropriate position, further enhancing the protection effect.

[0016] In a specific possible implementation scheme, there are two protection mechanisms; The bridge pile foundation protection device used for bridge construction also includes at least one connecting component, which includes multiple splicing rods, and the multiple splicing rods are all located between two adjacent first arc plates in two adjacent protection mechanisms. The multiple splicing rods are spliced ​​into reinforcement columns, and the splicing rods located at both ends are detachably connected to the first arc plate at one end close to the first arc plate.

[0017] By adopting the above technical solution, two protective mechanisms are set up and multiple splicing rods in the connecting assembly are used to splice into reinforcement columns, which can effectively enhance the connection stability between the two adjacent protective mechanisms and further enhance the stability of the two adjacent pile foundations. Specifically, the setting of the reinforcement column improves the rigidity and impact resistance of the overall structure, ensuring the stability of the protective device in a complex construction environment. At the same time, the detachable connection between the splicing rod and the first arc plate not only facilitates the adjustment of the number and position of the splicing rod according to actual needs, but also simplifies the installation and disassembly process, thereby improving construction efficiency.

[0018] In a specific possible implementation scheme, the connecting assembly also includes a plurality of guide plates, and the plurality of guide plates are all located on the reinforcing column, and the plurality of guide plates are evenly distributed on both sides of the reinforcing column close to the support plate and away from the support plate, and the guide plates located on both sides of the reinforcing column close to the support plate and away from the support plate form a dihedral angle, and the opening of the dihedral angle faces the side away from the water flow, and the guide plates are connected to the splicing rod.

[0019] By adopting the above technical solution, the setting of the guide plate can effectively reduce the impact of water flow on the connecting component. Specifically, multiple guide plates are evenly distributed on both sides of the reinforcing column close to the support plate and away from the support plate. The dihedral design allows the water flow to be guided and diverted when passing through the guide plate, thereby reducing the direct impact force of the water flow on the connecting component. In addition, the structure in which the dihedral opening is facing the side away from the water flow further optimizes the water flow guiding effect, reduces the generation of eddies and turbulence, and improves the overall stability of the protective device.

[0020] In a specific feasible implementation scheme, the fastening source also includes a reinforcement rod and a reinforcement nut, a plurality of reinforcement holes are opened on the side of the first arc plate away from the support plate, and the plurality of reinforcement holes are spaced apart along the curvature direction of the first arc plate, a plurality of fastening holes corresponding to the reinforcement holes are opened on the side of the first arc plate close to the support plate, and a through hole is opened on the second arc plate along a direction perpendicular to the support plate, when the second arc plate moves to a suitable position, the reinforcement rod is successively penetrated through the reinforcement hole, the through hole and the fastening hole, the reinforcement rod is slidingly connected to the first arc plate near the reinforcement hole, the reinforcement rod is threadedly engaged with the first arc plate near the fastening hole, the reinforcement rod can fix the first arc plate and the second arc plate, and the reinforcement nut is threadedly engaged with one end of the reinforcement rod near the reinforcement hole.

[0021] By adopting the above technical scheme, the setting of the reinforcement rod and the reinforcement nut can achieve a stable connection between the first arc plate and the second arc plate. Specifically, a plurality of reinforcement holes distributed along the curvature direction of the first arc plate cooperate with the corresponding fastening holes to provide a precise installation position for the reinforcement rod, ensuring that it can fix the second arc plate at different positions. When the second arc plate is adjusted to a suitable position, the reinforcement rod passes through the reinforcement hole, the through hole and the fastening hole in sequence. The dual design of sliding connection and threaded cooperation not only ensures the flexibility of installation, but also improves the connection reliability. The further locking effect of the reinforcement nut effectively prevents the reinforcement rod from loosening, thereby ensuring the adaptability and stability of the entire reinforcement assembly to pile foundations of different sizes. This design significantly enhances the clamping force and impact resistance of the bridge pile foundation protection device, and improves the safety and durability of the overall structure.

[0022] In a specific possible implementation manner, the end of the insertion rod away from the support plate is configured as a pointed tip.

[0023] By adopting the above technical solution, the resistance when inserting into the ground can be effectively reduced, the insertion efficiency can be improved, and at the same time, it can be ensured that the insertion rod is more firmly fixed in the foundation, thereby enhancing the stability of the overall protective device.

[0024] In a specific possible implementation manner, the fluke is in the shape of an elongated strip, and the outer surface of the fluke is provided with anti-slip teeth.

[0025] By adopting the above technical solution, the contact area with the foundation can be increased and the anchoring effect can be improved. The anti-skid teeth arranged on the outer surface of the anchor claw further increase the friction between the anchor claw and the foundation, especially in soft or uneven foundation conditions, effectively preventing the fixing from loosening or slipping, thereby significantly improving the overall stability and reliability of the bridge pile foundation protection device.

[0026] In summary, the present application includes at least one of the following beneficial technical effects: The designed bridge pile foundation protection device for bridge construction can effectively improve the protection effect of the bridge pile foundation. Specifically, by arranging the support plate and the fixing parts in the support assembly, the protection mechanism can be firmly connected to the foundation, thereby providing basic support for the entire protection device; at the same time, the first arc plate in the reinforcement assembly can clamp the pile foundation, and cooperate with the support rod in the support member to further enhance the fixing effect of the protection mechanism on the pile foundation, thereby ensuring the stability and safety of the pile foundation during construction and use.

[0027] The designed bridge pile foundation protection device for bridge construction, under the push of the connecting rod, the anchor claw can extend from the insertion hole of the insertion rod and penetrate deep into the foundation to form a stable interlocking structure, thereby greatly enhancing the overall stability of the fixings, especially under soft or uneven foundation conditions, effectively preventing the fixings from loosening or slipping, and ensuring the reliable fixation of the bridge pile foundation protection device.

[0028] The designed bridge pile foundation protection device for bridge construction has multiple guide plates evenly distributed on both sides of the reinforcement column close to the support plate and away from the support plate. The dihedral design allows the water flow to be guided and diverted when passing through the guide plates, thereby reducing the direct impact force of the water flow on the connecting components. In addition, the structure with the dihedral opening facing the side away from the water flow further optimizes the water flow guiding effect, reduces the generation of eddies and turbulence, and improves the overall stability of the protection device. BRIEF DESCRIPTION OF THE DRAWINGS

[0029] Figure 1 It is a structural schematic diagram of the first viewing angle in the embodiment of the present application.

[0030] Figure 2is a cross-sectional view of the support assembly in this embodiment.

[0031] Figure 3 It is a cross-sectional view of the first arc plate in this embodiment.

[0032] Figure 4 yes Figure 3 A is an enlarged view of the middle image.

[0033] Figure 5 2 is a schematic diagram of the structure of the second viewing angle in this embodiment.

[0034] Figure 6 2 is a cross-sectional view of the spliced ​​rod in this embodiment.

[0035] Description of reference numerals: 1. Support assembly; 11. Support plate; 111. Placement seat; 112. Slide groove; 113. Fixing seat; 12. Fixing member; 121. Insertion rod; 1211. Insertion hole; 122. Threaded rod; 123. Slider; 124. Connecting rod; 125. Anchor claw; 2. Reinforcement assembly; 21. Reinforcement member; 211. First arc plate; 2111. Reinforcement hole; 2112. Fastening hole; 212. Second arc plate; 2121. Through hole; 213. Fastening source; 2131. Reinforcement rod; 2132, reinforcing nut; 22, supporting member; 221, supporting rod; 222, first screw rod; 223, hinged seat; 3, adjusting assembly; 31, transmission member; 311, second screw rod; 312, sliding seat; 32, adjusting member; 321, first bevel gear; 322, second bevel gear; 323, rotating rod; 4, drainage assembly; 41, drainage plate; 42, rotating rod; 421, rotating seat; 5, connecting assembly; 51, splicing rod; 511, connecting column; 512, connecting hole; 52, guide plate. DETAILED DESCRIPTION

[0036] The following is combined with Figure 1-6 This application is described in further detail.

[0037] The embodiment of the present application discloses a bridge pile foundation protection device for bridge construction.

[0038] Reference Figure 1 , Figure 2 and Figure 3 A bridge pile foundation protection device for bridge construction includes at least one protection mechanism and at least one connecting component 5. In this embodiment, there are two protection mechanisms, and the two protection mechanisms correspond to two adjacent pile foundations one by one. The protection mechanisms are connected to the pile foundations. The protection mechanisms include a supporting component 1, a reinforcement component 2, two adjusting components 3 and a plurality of drainage components 4. The reinforcement component 2 and the adjusting component 3 are both arranged on the supporting component 1, the adjusting component 3 is connected to the reinforcement component 2, the drainage component 4 is arranged on the reinforcement component 2, and the connecting component 5 is arranged between the two protection mechanisms.

[0039] Reference Figure 1 and Figure 2 The support assembly 1 includes two support plates 11 and a plurality of fixing members 12. A plurality of pile holes for inserting pile foundations are excavated in the foundation. The pile foundations are inserted into the pile holes. An embedded plate is integrally connected to the bottom of the pile foundation. The pile foundation and the embedded plate are vertically arranged. The embedded plate is located in the pile hole to disperse the load force to a wider soil area and increase the stability of the bottom foundation of the pile foundation. Both support plates 11 are located at the opening of the pile hole, and the two support plates 11 are evenly distributed along the circumference of the pile foundation. The support plates 11 are vertically arranged with the pile foundation. A plurality of fixing members 12 are evenly distributed on the two support plates 11. The fixing member 12 includes an insertion rod 121 , a threaded rod 122, a slider 123, a plurality of connecting rods 124 and a plurality of anchor claws 125, the insertion rod 121 is located on the side of the support plate 11 close to the foundation, the insertion rod 121 is vertically arranged with the support plate 11, the insertion rod 121 is welded to the support plate 11, the end of the insertion rod 121 away from the support plate 11 is pointed, the insertion rod 121 is hollow, and a plurality of sockets 1211 are provided on the peripheral wall of the insertion rod 121. In the present embodiment, the number of the sockets 1211 is four, and the four sockets 1211 are evenly distributed along the circumference of the insertion rod 121, and the sockets 1211 are connected with the inside of the insertion rod 121.

[0040] Reference Figure 2The threaded rod 122 is vertically arranged with the support plate 11, and the threaded rod 122 is sequentially arranged through the support plate 11 and the insertion rod 121 and then extends into the insertion rod 121, the threaded rod 122 is coaxially arranged with the insertion rod 121, and the threaded rod 122 is sequentially rotatably connected with the support plate 11 and the insertion rod 121, and the threaded rod 122 is located at one end of the top of the support plate 11 and can be rotated manually or by a tool, the slider 123 is located inside the insertion rod 121, and the slider 123 is threadedly connected with the threaded rod 122, and the slider 123 can be on the threaded rod 122 slides along the length direction of the threaded rod 122. In this embodiment, there are four connecting rods 124, and the connecting rods 124 correspond to the sockets 1211 one by one. One end of the connecting rod 124 is hinged to the slider 123 through a pin shaft, and the other end is hinged to one end of the anchor claw 125 through a pin shaft. There are four anchor claws 125, and the anchor claws 125 correspond to the sockets 1211 one by one. The shape of the anchor claw 125 is a long strip, and the other end of the anchor claw 125 can be extended into the socket 1211. The material of the anchor claw 125 can also be selected from high-strength Steel or aluminum alloy material, to ensure that it has sufficient strength and durability, the anchor claw 125 can be inserted into the foundation, the outer surface of the anchor claw 125 is provided with anti-skid teeth, the shape of the anti-skid teeth is sawtooth, the height is 3mm to 5mm, the spacing is 10mm to 15mm, the setting of the anti-skid teeth significantly increases the friction between the anchor claw 125 and the ground, especially under soft or uneven foundation conditions, can effectively prevent the fixing rod from loosening or slipping; when the support plate 11 needs to be installed, first insert the insertion rod 121 into the ground, When the support plate 11 needs to be removed, the threaded rod 122 is rotated in the opposite direction to move the slider 123 upward, and the connecting rod 124 pulls the anchor claw 125 to retract, so that the anchor claw 125 is located in the socket 1211, which facilitates the quick removal of the insertion rod 121.

[0041] Reference Figure 1 and Figure 3The reinforcement assembly 2 includes two reinforcement members 21 and two support members 22. The reinforcement members 21 correspond to the support plate 11 one by one. The reinforcement member 21 includes a first arc plate 211, two second arc plates 212 and two fastening sources 213. The first arc plate 211 is located at the top of the support plate 11, and the first arc plate 211 is slidably connected to the support plate 11. The two first arc plates 211 move toward or away from each other. The openings of the two first arc plates 211 are arranged relatively to each other. The two first arc plates 211 can clamp the pile foundation. The first arc plate 211 is hollow. The two second arc plates 212 are arranged along the first arc. The plates 211 are distributed in the arc direction, the second arc plate 212 is plugged into one side of the first arc plate 211, the first arc plate 211 and the two second arc plates 212 form a semicircle, and the two semicircles form a clamping area for the pile foundation to be placed. When the two semicircles fix the pile foundation, the two adjacent second arc plates 212 on the two first arc plates 211 are detachably connected by reinforcing screws, and the second arc plate 212 is slidably arranged on the first arc plate 211. The two second arc plates 212 move toward or away from each other along the arc direction of the first arc plate 211. Combined with the sliding of the first arc plate 211, piles of different sizes can be fixed. The base is reinforced, the fastening source 213 corresponds to the second arc plate 212 one by one, the fastening source 213 includes a reinforcement rod 2131 and a reinforcement nut 2132, a plurality of reinforcement holes 2111 are opened on the side of the first arc plate 211 away from the support plate 11, and the plurality of reinforcement holes 2111 are distributed at intervals along the arc direction of the first arc plate 211, a plurality of fastening holes 2112 are opened on the side of the first arc plate 211 close to the support plate 11, and the fastening holes 2112 correspond to the reinforcement holes 2111 one by one, and the second arc plate 212 is penetrated and opened with a through hole 2121 in a direction perpendicular to the support plate 11. When the second arc plate 212 Move to the appropriate position, the reinforcement rod 2131 is successively penetrated through the reinforcement hole 2111, the penetration hole 2121 and the fastening hole 2112, and the reinforcement rod 2131 is slidingly connected with the first circular arc plate 211 near the reinforcement hole 2111, and the reinforcement rod 2131 is threadedly matched with the first circular arc plate 211 near the fastening hole 2112. The reinforcement rod 2131 can fix the first circular arc plate 211 and the second circular arc plate 212, and the reinforcement nut 2132 is close to the reinforcement rod 2131 near the reinforcement hole 2111, and the reinforcement nut 2132 is threadedly matched with the reinforcement hole 2111 to further fix the reinforcement rod 2131.

[0042] Reference Figure 1 and Figure 3The support member 22 corresponds to the first arc plate 211 one by one, and the support member 22 is located on the side where the two first arc plates 211 are away from each other. The support member 22 includes a support rod 221, a first screw rod 222 and two hinge seats 223. The support rod 221 is tilted, and the support rod 221 is tilted upward from the support plate 11 to one side of the first arc plate 211, and the higher end of the support rod 221 is hollow. The first screw rod 222 corresponds to the higher end of the support rod 221, and the first screw rod 222 is inserted into the higher end of the support rod 221. The first screw rod 222 is threadedly connected to the support rod 221, and the first screw rod 222 can The first screw rod 222 and the support rod 221 form a telescopic rod, and each end of the telescopic rod corresponds to a hinge seat 223. The first screw rod 222 is rotatably connected to the hinge seat 223 at one end away from the support rod 221. A placement seat 111 corresponding to the hinge seat 223 is welded on the support plate 11. The hinge seat 223 close to the support plate 11 is hinged to the placement seat 111, and the hinge seat 223 close to the first circular plate 211 is hinged to the first circular plate 211. According to actual conditions, the first screw rod 222 is rotated to lock it to prevent the first circular plate 211 from tilting or overturning.

[0043] Reference Figure 1 , Figure 3 and Figure 4The adjusting component 3 corresponds to the supporting plate 11 one by one. The adjusting component 3 includes a transmission member 31 and an adjusting member 32. A slide groove 112 is provided on the top of the supporting plate 11, and the slide groove 112 is arranged along the distribution direction of the two supporting plates 11. The transmission member 31 includes a second screw rod 311 and a sliding seat 312. The second screw rod 311 is located in the slide groove 112, and the setting direction of the second screw rod 311 is consistent with the setting direction of the slide groove 112. Both ends of the second screw rod 311 are rotatably connected to the supporting plate 11. The sliding seat 312 is threadedly connected to the second screw rod 311, and the sliding seat 312 can slide on the second screw rod 311 along the length direction of the second screw rod 311. The first arc plate 211 is welded to the sliding seat 312, and the first arc plate 211 moves synchronously with the sliding seat 312. The adjusting member 32 includes a first bevel gear 321, a second bevel gear 322 and a rotating rod 323. The first bevel gear 321 is coaxially welded to the end of the second screw rod 311 away from the other second screw rod 311. The support plate 11 is welded with a fixing seat 113 near the first bevel gear 321. The rotating rod 323 is vertically arranged to the support plate 11. The rotating rod 323 penetrates the fixing seat 113, and the rotating rod 323 is rotatably connected to the fixing seat 113. The end of the rotating rod 323 near the first bevel gear 321 is coaxially welded to the second bevel gear 322. The second bevel gear 322 is meshed with the first bevel gear 321, and can drive the second screw rod 311 to rotate; chemical nickel plating (thickness 20-50μm, corrosion resistance increased by 5 times) or DLC coating (hardness ≥2000 HV) can be used to coat the surfaces of the first bevel gear 321 and the second bevel gear 322 to increase the corrosion resistance of the first bevel gear 321 and the second bevel gear 322.

[0044] Reference Figure 5 In this embodiment, one first arc plate 211 corresponds to one drainage component 4, and the drainage component 4 is located on the side where the two drainage components 4 are close to each other. The drainage component 4 includes a drainage plate 41 and a rotating rod 42. The drainage plate 41 is tilted, and the drainage plate 41 is tilted away from the first arc plate 211 along the water flow direction by the two second arc plates 212 on the same first arc plate 211. The drainage plate 41 is rotatably connected to the first arc plate 211 on the side close to the first arc plate 211, and the drainage plate 41 moves toward or away from the side of the first arc plate 211. The rotating rod 42 is vertically arranged with the support plate 11, and the rotating rod 42 is vertically arranged with the support plate 11. Both ends of the movable rod 42 are rotatably connected with a rotating seat 421, the rotating seat 421 is welded to the first arc plate 211, the rotating rod 42 is self-locked by a ratchet mechanism, and the guide plate 41 is welded to the rotating rod 42 on the side close to the first arc plate 211. Personnel can adjust the inclination of the guide plate 41 and change the direction of water flow by driving the rotating rod 42 to rotate. On the one hand, the flowing garbage will not gather and stay at the bridge pile foundation, which can effectively avoid corrosion damage to the bridge pile foundation caused by harmful positions in the garbage; on the other hand, the guide plate 41 forms a laminar transition zone, which reduces the amplitude of vortex-induced vibration and reduces the impact of water flow on the protective mechanism.

[0045] Reference Figure 5 and Figure 6 In this embodiment, the number of the connecting components 5 is three, and the three connecting components 5 are spaced apart in a direction perpendicular to the support plate 11. The connecting components 5 include a plurality of splicing rods 51 and a plurality of guide plates 52. The plurality of splicing rods 51 are all located between two adjacent first arc plates 211 in two adjacent protective mechanisms. The number of the splicing rods 51 is determined according to the actual situation (the spacing between two adjacent pile foundations). In this embodiment, the number of the splicing rods 51 is three, and the three splicing rods 51 are spliced ​​into a reinforcing column. The reinforcing column is arranged along the distribution direction of the two adjacent first arc plates 211. The reinforcing column is arranged parallel to the support plate 11. The splicing rods 51 at both ends are close to the first arc plate 211 and are detachably connected to the first arc plate 211 by screws, which can be reinforced. The stability of the protective mechanism is strengthened, thereby strengthening the stability of the pile foundation; a connecting column 511 is welded at one end of the middle splicing rod 51, and a connecting hole 512 is opened at the other end for the connecting column 511 on another splicing rod 51 to be inserted, and the connecting column 511 and the connecting hole 512 are detachably connected by a threaded connection. Multiple guide plates 52 are all located on the reinforcement column, and the multiple guide plates 52 are evenly distributed on both sides of the reinforcement column close to the support plate 11 and away from the support plate 11, and the guide plates 52 located on both sides of the reinforcement column close to the support plate 11 and away from the support plate 11 form a dihedral angle, and the opening of the dihedral angle faces the side away from the water flow. The guide plates 52 are welded to the splicing rod 51, which can reduce the impact of the water flow on the connecting component 5 and further increase the stability of the protective mechanism.

[0046] The implementation principle of a bridge pile foundation protection device for bridge construction in an embodiment of the present application is as follows: when the pile foundation needs to be protected, first, the protection mechanism is moved to the construction site, and the adjustment component 3 is started according to the size of the pile foundation. The adjustment component 3 drives the reinforcement component 2 to move, and the first arc plate 211 and the second arc plate 212 move with the reinforcement component 2. Through personnel observation and measurement, until the first arc plate 211 and the second arc plate 212 move to the appropriate position, then, according to the spacing between two adjacent pile foundations, a suitable splicing rod 51 is selected, and the two protection mechanisms are connected through the connecting component 5. The reinforcement component 2 is hoisted to the construction area using a hoisting mechanism, and the pile foundation is hoisted and moved so that the pile foundation is inserted into the pile hole. The support plate 11 is fixed to the foundation by the fixing member 12. At this time, the two protection mechanisms are located in a suitable position, and can accurately place two adjacent pile foundations and make them in a suitable position before construction is carried out.

[0047] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A bridge pile foundation protection device for bridge construction, wherein a plurality of pile holes for pile foundations to be inserted are excavated in the foundation, and the characteristics are: The invention comprises at least one protection mechanism, the protection mechanism is arranged corresponding to the pile foundation, the protection mechanism comprises a support assembly (1) and a reinforcement assembly (2), the support assembly (1) comprises two support plates (11) and a plurality of fixing members (12), the two support plates (11) are evenly distributed along the circumference of the pile foundation, the support plates (11) are arranged perpendicular to the pile foundation, the plurality of fixing members (12) are evenly connected to the bottom of the two support plates (11), and the fixing members (12) connect the support plates (11) to the foundation; The reinforcement assembly (2) comprises two reinforcement members (21) and two support members (22), wherein the reinforcement members (21) correspond one-to-one to the support plate (11), the reinforcement member (21) comprises a first circular arc plate (211), the first circular arc plate (211) is connected to the top of the support plate (11), the two first circular arc plates (211) are arranged with their openings facing each other, the two first circular arc plates (211) clamp the pile foundation, the support members (22) correspond one-to-one to the first circular arc plates (211), the support members (22) are located on the side of the two first circular arc plates (211) away from each other, the support members (22) comprise a support rod (221), the support rod (221) is arranged obliquely upward from the support plate (11) to the first circular arc plate (211), one end of the support rod (221) is connected to the support plate (11), and the other end is connected to the first circular arc plate (211).

2. A bridge pile foundation protection device for bridge construction according to claim 1, characterized in that: The fixing member (12) comprises an insertion rod (121), a threaded rod (122), a slider (123), a plurality of connecting rods (124) and a plurality of anchor claws (125); the insertion rod (121) is vertically connected to a side of the support plate (11) close to the foundation; the insertion rod (121) is hollow; a peripheral wall of the insertion rod (121) is provided with a plurality of insertion holes (1211) evenly distributed along its circumference; the threaded rod (122) is sequentially inserted through the support plate (11) and the insertion rod (121); the threaded rod (122) and the insertion rod (121) are coaxially arranged; The threaded rod (122) is rotatably connected to the support plate (11) and the insertion rod (121) in sequence; the slider (123) is threadedly connected to one end of the threaded rod (122) located inside the insertion rod (121); the connecting rod (124) and the anchor claw (125) are both in one-to-one correspondence with the insertion hole (1211); one end of the connecting rod (124) is hinged to the slider (123), and the other end is hinged to one end of the anchor claw (125); the other end of the anchor claw (125) can be extended into the insertion hole (1211), and the anchor claw (125) can be inserted into the foundation.

3. The bridge pile foundation protection device for bridge construction according to claim 1, characterized in that: The reinforcing member (21) further comprises two second circular arc plates (212) and two fastening sources (213); the first circular arc plate (211) is hollow, the two second circular arc plates (212) are distributed along the arc direction of the first circular arc plate (211), the second circular arc plate (212) is plugged into one side of the first circular arc plate (211), the first circular arc plate (211) and the two second circular arc plates (212) form a semicircle, the two semicircles form a clamping area for placing the pile foundation, and the two first Two adjacent second circular arc plates (212) on the circular arc plate (211) are connected, the second circular arc plates (212) are slidably arranged on both sides of the first circular arc plate (211) along the curvature direction of the first circular arc plate (211), the fastening source (213) corresponds to the second circular arc plate (212), the fastening source (213) is connected to the first circular arc plate (211), and the fastening source (213) is used to fix the first circular arc plate (211) and the second circular arc plate (212); The protection mechanism further comprises two adjustment components (3), the adjustment components (3) corresponding to the support plates (11) one by one, the first arc plates (211) being slidably arranged on the top of the support plates (11), the two first arc plates (211) moving towards or away from each other, the adjustment components (3) being connected to the support plates (11), and the adjustment components (3) being connected to the first arc plates (211) to drive the first arc plates (211) to move.

4. A bridge pile foundation protection device for bridge construction according to claim 3, characterized in that: The protection mechanism further comprises a plurality of drainage components (4), one of the first circular arc plates (211) corresponding to one of the drainage components (4), the drainage components (4) comprising a drainage plate (41), the drainage plate (41) being located on a side of the first circular arc plate (211) away from the opening, the drainage plate (41) being arranged in an inclined manner along the water flow direction from the distribution direction of two second circular arc plates (212) on the same first circular arc plate (211) away from the first circular arc plate (211), and the side of the drainage plate (41) close to the first circular arc plate (211) being connected to the first circular arc plate (211).

5. A bridge pile foundation protection device for bridge construction according to claim 4, characterized in that: The drainage assembly (4) further comprises a rotating rod (42); the drainage plate (41) is rotatably connected to the first circular arc plate (211) on a side close to the first circular arc plate (211); the drainage plate (41) rotates towards or away from the first circular arc plate (211); the rotating rod (42) is arranged perpendicular to the support plate (11); both ends of the rotating rod (42) are rotatably connected to the first circular arc plate (211); the rotating rod (42) can be self-locking; and the drainage plate (41) is connected to the rotating rod (42) on a side close to the first circular arc plate (211).

6. A bridge pile foundation protection device for bridge construction according to any one of claims 1 to 5, characterized in that: There are two protection mechanisms; The bridge pile foundation protection device for bridge construction further comprises at least one connection assembly (5), wherein the connection assembly (5) comprises a plurality of spliced ​​rods (51), wherein the plurality of spliced ​​rods (51) are all located between two adjacent first circular arc plates (211) in two adjacent protection mechanisms, and the plurality of spliced ​​rods (51) are spliced ​​into a reinforcement column, wherein the spliced ​​rods (51) located at both ends are detachably connected to the first circular arc plate (211) at one end close to the first circular arc plate (211).

7. A bridge pile foundation protection device for bridge construction according to claim 6, characterized in that: The connection assembly (5) further comprises a plurality of guide plates (52), the plurality of guide plates (52) being located on the reinforcing column, the plurality of guide plates (52) being evenly distributed on both sides of the reinforcing column close to the support plate (11) and away from the support plate (11), the guide plates (52) being located on both sides of the reinforcing column close to the support plate (11) and away from the support plate (11) forming a dihedral angle, the opening of the dihedral angle being oriented towards a side away from the water flow, and the guide plates (52) being connected to the splicing rod (51).

8. The bridge pile foundation protection device for bridge construction according to claim 3 is characterized by: The fastening source (213) further comprises a reinforcing rod (2131) and a reinforcing nut (2132); a plurality of reinforcing holes (2111) are provided on a side of the first arc plate (211) away from the support plate (11); the plurality of reinforcing holes (2111) are spaced apart along the arc direction of the first arc plate (211); a plurality of fastening holes (2112) corresponding to the reinforcing holes (2111) are provided on a side of the first arc plate (211) close to the support plate (11); a through hole (2121) is provided through the second arc plate (212) in a direction perpendicular to the support plate (11); when the second arc plate (212) moves to a suitable The reinforcing rod (2131) is sequentially penetrated through the reinforcing hole (2111), the penetration hole (2121) and the fastening hole (2112); the reinforcing rod (2131) is slidably connected to the first circular arc plate (211) near the reinforcing hole (2111); the reinforcing rod (2131) is threadedly engaged with the first circular arc plate (211) near the fastening hole (2112); the reinforcing rod (2131) can fix the first circular arc plate (211) and the second circular arc plate (212); the reinforcing nut (2132) is threadedly engaged with one end of the reinforcing rod (2131) near the reinforcing hole (2111).

9. The bridge pile foundation protection device for bridge construction according to claim 2, characterized in that: The end of the insertion rod (121) away from the support plate (11) is configured as a pointed tip.

10. The bridge pile foundation protection device for bridge construction according to claim 2, characterized in that: The anchor claw (125) is in the shape of an elongated strip, and the outer surface of the anchor claw (125) is provided with anti-slip teeth.

Citation Information

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