Bridge pier column debris flow diversion fin anti-impact structure

Abstract

The invention relates to the technical field of bridge protection equipment, in particular to a bridge pier column debris flow diversion fin anti-impact structure which comprises two blocking columns fixed to a bearing platform, anti-impact plates arranged on the outer sides of the two blocking columns in a sleeving mode and in butt joint through bolts, and two mounting rods arranged at the front ends of the anti-impact plates. The outer sides of the two mounting rods are rotationally sleeved with a splitter plate, a plurality of splitter fins are fixed to the splitter plate, a fixing plate is fixed to the anti-impact plate, an adjusting rod is rotationally mounted on the fixing plate, a rotating part is fixed to the bottom of the adjusting rod, an adjusting part is fixed to the top of the adjusting rod, and the splitter plate is driven by the adjusting part to swing; the two impact-resistant plates are assembled in a detachable mounting mode, the impact of water flow is resisted through the impact-resistant plate structures, and sundries in water are blocked through the designed flow dividing plates and flow dividing fins and are prevented from directly colliding with the impact-resistant plates.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of bridge protection equipment, in particular to a bridge pier debris flow diversion fin anti-impact structure. BACKGROUND

[0002] The bridge pier debris flow diversion fin anti-impact structure is an engineering structure for reducing the impact damage of debris flow on the bridge pier, which mainly has a conical structure of equipment blocking outside the bridge pier to resist the water flow about to impact.

[0003] When the water flow impacts the traditional diversion structure, it will flow along the diversion structure, and when the water flow (especially the water flow with a certain flow rate) impacts or bypasses it, it will break the original smooth flow state, and the vortex will be formed due to "water flow bypassing" and "flow rate difference", which will form an upward force in the water, strip and entrain the bed surface sediment into the vortex, so that the local bed surface is hollowed out, affecting the stability of the pier. SUMMARY

[0004] The purpose of the present application is to provide a bridge pier debris flow diversion fin anti-impact structure to solve the problem of vortex generation that cannot be solved by the bridge diversion mechanism in the background art.

[0005] To achieve the above purpose, the present application provides the following technical scheme: a bridge pier debris flow diversion fin anti-impact structure, comprising two blocking columns fixed on the bearing platform, two anti-impact plates sleeved outside the two blocking columns, two mounting rods arranged at the front end of the anti-impact plates, two diversion plates rotatably sleeved outside the two mounting rods, a plurality of diversion fins fixed on the diversion plates, and a fixing plate fixed on the anti-impact plate, a adjusting rod rotatably installed on the fixing plate, a rotating part fixed at the bottom of the adjusting rod, and an adjusting part fixed at the top of the adjusting rod, the diversion plate is swung by the adjusting part.

[0006] Preferably, the anti-impact plate is composed of a V-shaped plate and a butt joint plate fixed at both ends of the V-shaped plate, the butt joint plate is provided with a slot for bolt installation, and the mounting rod is installed at the outer end of the V-shaped plate.

[0007] Preferably, a conical end is fixed at the outer end of the V-shaped plate.

[0008] Preferably, the rotating part comprises a rotating impeller, and the rotating impeller is installed at the bottom of the adjusting rod.

[0009] Preferably, the adjusting component comprises an adjusting wheel fixed at the top of the adjusting rod, a butt joint column fixed on the adjusting wheel, and a connecting rod fixed on the butt joint column; the V-shaped plate is provided with a guide rod, and a sleeve is sleeved on the outer side of the guide rod; the bottom of the sleeve is fixed with a linkage column rotatably inserted with the connecting rod; and the outer side of the sleeve and the outer side of the shunt plate are fixed with butt joints.

[0010] Preferably, the butt joint comprises a driving plate fixed on the outer side of the sleeve and a buckling plate fixed on the outer side of the shunt plate, and the inner side of the buckling plate is abutted with the outer side of the driving plate.

[0011] Preferably, a plurality of shunt openings are formed in the shunt plate, and the shunt plate is made of fiber reinforced composite material.

[0012] Preferably, the inner side of the V-shaped plate is provided with a circular arc structure matched with the blocking column, and the circular arc structure is designed to realize close fitting with the blocking column.

[0013] Preferably, an installation hole is formed in the blocking column, and a limiting rod is inserted in the installation hole to limit the height of the V-shaped plate.

[0014] Preferably, the buckling plate is located at the outer end of the middle part of the shunt plate.

[0015] Compared with the prior art, the application has the following beneficial effects: The two impact-resistant plates are assembled in a detachable manner, the impact-resistant plate structure is used to resist the impact of water flow, and the designed shunt plate and shunt fin are used to block the impurities in the water to avoid the impurities directly impacting the impact-resistant plate. The rotating component and the adjusting component are matched with each other to swing the shunt plate, so that the vortex generated when the water flow impacts the impact-resistant plate can be eliminated. BRIEF DESCRIPTION OF DRAWINGS

[0016] Figure 1 It is a whole schematic view of the application; Figure 2 It is a schematic view of the position relationship between the impact-resistant plate and the bridge pier column of the application; Figure 3 It is a top view of the impact-resistant plate after installation of the application; Figure 4 It is a partial sectional view of the impact-resistant plate of the application; Figure 5 It is Figure 4 It is an enlarged view of A in the middle; Figure 6 It is a schematic view of the shunt plate and the impact-resistant plate in the close fitting state of the application; Figure 7The figure shows the separation state of the shunt plate and the impact-resistant plate of the application.

[0017] In the figure: 1, blocking column; 2, impact-resistant plate; 3, bolt; 4, mounting rod; 5, shunt plate; 6, shunt fin; 7, fixed plate; 8, adjusting rod; 9, rotating part; 10, adjusting part; 11, V-shaped plate; 12, butt joint plate; 13, notch; 14, tapered end; 15, rotating impeller; 16, adjusting wheel; 17, butt joint column; 18, connecting rod; 19, guide rod; 20, sleeve; 21, linkage column; 22, butt joint; 23, driving plate; 24, buckling plate; 25, shunt; 26, circular arc structure; 27, mounting hole; 28, limiting rod. DETAILED DESCRIPTION

[0018] The technical solutions in the embodiments of the application will be clearly and completely described below with reference to the drawings in the embodiments of the application. Obviously, the described embodiments are only part of the embodiments of the application, rather than all the embodiments of the application. Based on the embodiments in the application, all other embodiments obtained by a person of ordinary skill in the art without creative work fall within the protection scope of the application.

[0019] Embodiment one: please refer to Figures 1-4 , a kind of bridge pier column debris flow shunt fin impact-resistant structure in the figure, including two blocking columns 1 fixed on the bearing platform, two blocking columns 1 outside are sleeved with impact-resistant plate 2, two impact-resistant plates 2 are butt jointed by bolt 3, further including two mounting rods 4 arranged at the front end of impact-resistant plate 2, two mounting rods 4 outside are rotatably sleeved with shunt plate 5, shunt plate 5 is fixed with several shunt fins 6, and fixed plate 7 is fixed on impact-resistant plate 2, adjusting rod 8 is rotatably installed on fixed plate 7, the bottom of adjusting rod 8 is fixed with rotating part 9, the top of adjusting rod 8 is fixed with adjusting part 10, shunt plate 5 is swung by adjusting part 10; In the scheme, two impact-resistant plates 2 are designed to be sleeved outside two blocking columns 1, so as to realize the protection of the bridge pier column, when the water flow impacts, the impact-resistant plate 2 can be used to play the impact-resistant effect, to avoid the damage caused by the debris in the water flow impacting the bridge pier column, and at the same time, in the water flow impact process, rotating part 9 is driven to swing adjusting part 10 to shunt plate 5, and the swing of shunt plate 5 is used to avoid vortex outside impact-resistant plate 2.

[0020] Please refer to Figure 2 Figure 4 ​, the anti-impact plate 2 is composed of a V-shaped plate 11 and butt plates 12 fixed at both ends of the V-shaped plate 11, the butt plates 12 are provided with notches 13 for mounting bolts 3, and a mounting rod 4 is mounted at the outer end of the V-shaped plate 11, wherein, in order to avoid the direct impact of water flow on the mounting rod 4, a tapered end 14 is fixed at the outer end of the V-shaped plate 11, and the tapered end 14 is used to divide the incoming water flow. In the present scheme, the tapered end 14, the V-shaped plate 11 and the butt plates 12 at both ends jointly form a tapered flow dividing structure to divide the water flow to both sides, effectively avoiding the impact of water flow on the bridge pier column and the damage of debris in the water flow to the bridge pier column.

[0021] It should be noted that the inner side of the V-shaped plate 11 is provided with a circular arc structure 26 matched with the stop column 1, and the circular arc structure 26 is designed to closely fit the stop column 1.

[0022] Further, referring to Figure 2 - Figure 5 , the rotating part 9 includes a rotating impeller 15 mounted at the bottom of the adjusting rod 8, which is rotated by the impact of water flow to drive the adjusting rod 8 to rotate; Among them, referring to Figure 4 - Figure 7 , the adjusting part 10 includes an adjusting wheel 16 fixed at the top of the adjusting rod 8, the adjusting wheel 16 is fixed with a butt column 17, the butt column 17 is fixed with a connecting rod 18, the V-shaped plate 11 is fixed with a guide rod 19, the guide rod 19 is slidably sleeved with a sleeve 20, the bottom of the sleeve 20 is fixed with a linkage column 21 rotatably connected with the connecting rod 18, and the outer side of the sleeve 20 and the outer side of the flow dividing plate 5 are fixed with a butt piece 22. It should be noted that when the adjusting rod 8 rotates due to the rotation of the rotating impeller 15, the adjusting wheel 16 will rotate, causing the butt column 17 to move in a circular motion along the adjusting rod 8, causing the connecting rod 18 to swing, causing the linkage column 21 to drive the sleeve 20 to move along the outer side of the guide rod 19, and under the action of the butt piece 22, the flow dividing plate 5 swings.

[0023] Further, referring to Figure 5 - Figure 7 , the butt piece 22 includes a driving plate 23 fixed on the outer side of the sleeve 20 and a buckling plate 24 fixed on the outer side of the flow dividing plate 5, the inner side of the buckling plate 24 abuts against the outer side of the driving plate 23, and it should be noted that when the sleeve 20 moves along the guide rod 19, the driving plate 23 will move synchronously, the driving plate 23 first pushes the buckling plate 24 outward to make the flow dividing plate 5 swing outward, and then after the sleeve 20 resets along the guide rod 19, the water flow will impact the flow dividing plate 5 to make the flow dividing plate 5 reset, and the operation is rotated in turn, so as to realize the cyclic swinging operation of the flow dividing plate 5, which can effectively avoid the vortex formed on both sides of the anti-impact plate 2.

[0024] In the scheme, a plurality of shunt openings 25 are formed on the shunt plate 5. The shunt openings 25 are designed to allow water flow, reducing the resistance when adjusting the shunt plate 5. The shunt plate 5 is made of fiber-reinforced composite material, which has the hardness of rigid material and lighter weight, making it more convenient to adjust and swing.

[0025] In addition, referring to Figure 5 Figure 7 The buckle plate 24 is located at the middle outer end of the shunt plate 5, so that when the belt plate 23 moves, the buckle plate 24 moves, making the swing of the shunt plate 5 more stable.

[0026] In the operation of the bridge pier column impact resistance, the impact resistance plate 2 is assembled first. The personnel puts two impact resistance plates 2 outside the two blocking columns 1, and uses the bolts 3 to limit the two impact resistance plates 2. When the water flow impacts in two directions of the two impact resistance plates 2, the blocking column 1 can have good limiting effect, ensuring the overall strength of the impact resistance plate 2, and being detachably installed, making it more convenient for subsequent replacement and maintenance. When the water flow impacts, the water flow will first impact the impact resistance plate 2 to protect the bridge pier column. At the same time, the water flow will drive the rotating impeller 15 to rotate. Under the rotation of the adjusting rod 8, the adjusting wheel 16, the butt joint column 17, the connecting rod 18 and the sleeve pipe 20 slide along the guide rod 19 to do the sliding crank action, and under the action of the butt joint 22, the shunt plate 5 swings correspondingly, which can effectively eliminate the vortex generated on both sides of the impact resistance plate 2, avoid the vortex lifting the silt at the bottom of the bridge pier column, and avoid the phenomenon of local bed surface being hollowed out, improving the stability of the bridge pier column.

[0027] Embodiment two: please refer to Figure 4 The embodiment further illustrates embodiment one, and the difference lies in that the structure of the blocking column 1 is optimized to limit the impact resistance plate 2 from above.

[0028] Specifically, the blocking column 1 is provided with an installation hole 27, and a limiting rod 28 is inserted into the installation hole 27 to limit the height of the V-shaped plate 11. In the scheme, after the impact resistance plate 2 is installed, in order to avoid the phenomenon of floating caused by the impact of the water flow, the limiting rod 28 is inserted into the blocking column 1 to limit the impact resistance plate 2. At the same time, when the impact resistance plate 2 is disassembled and replaced, only the limiting rod 28 needs to be removed, so that the two butt-jointed impact resistance plates 2 can be easily disassembled.

[0029] ​It is to be understood that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting; it is not intended to exclude myriad other embodiments of the present application that other inventors can develop based on the same general inventive concepts embodied by the described embodiments. That is, although the present application is described in terms of particular embodiments and implementations, it is to be understood that the terminology used is for the purpose of descriptive clarity and that it is intended to be limited only by the words recited in the appended claims. It is to be understood that the terms such as first and second, etc., merely are used to differentiate one from another without necessarily implying or requiring any actual relationship or order between them. Moreover, the terms "comprises", "comprising", or any other variations thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but can also include other elements not expressly listed or inherent to such process, method, article, or apparatus.

[0030] While the embodiments of the application have been shown and described herein, it is to be understood that the application is not limited to these embodiments. Rather, many modifications, changes, substitutions, and alterations can be made thereto without departing from the spirit and scope of the present application as defined by the appended claims and their equivalents.

Claims

1. A debris flow diversion fin anti-impact structure for bridge piers, comprising: Two retaining posts (1) are fixed on the bearing platform. Impact-resistant plates (2) are fitted on the outside of the two retaining posts (1). The two impact-resistant plates (2) are connected by bolts (3). Its characteristic is that it further includes: Two mounting rods (4) are set at the front end of the impact-resistant plate (2), and a diverter plate (5) is rotatably sleeved on the outside of the two mounting rods (4), and a plurality of diverter fins (6) are fixed on the diverter plate (5); A fixing plate (7) is fixed on the impact-resistant plate (2). An adjusting rod (8) is rotatably installed on the fixing plate (7). A rotating component (9) is fixed at the bottom of the adjusting rod (8), and an adjusting component (10) is fixed at the top of the adjusting rod (8). The diverter plate (5) is driven to swing through the adjusting component (10).

2. The debris flow diversion fin anti-impact structure for bridge piers according to claim 1, characterized in that: The impact-resistant plate (2) consists of a V-shaped plate (11) and a butt plate (12) fixed at both ends of the V-shaped plate (11). The butt plate (12) has a slot (13) for bolt (3) installation. The mounting rod (4) is installed at the outer end of the V-shaped plate (11).

3. The debris flow diversion fin anti-impact structure for bridge piers according to claim 2, characterized in that: The outer end of the V-shaped plate (11) is fixed with a tapered end (14).

4. The debris flow diversion fin anti-impact structure for bridge piers according to claim 1, characterized in that: The rotating component (9) includes a rotating impeller (15) which is mounted on the bottom of the adjusting rod (8).

5. The debris flow diversion fin anti-impact structure for bridge piers according to claim 2, characterized in that: The adjusting component (10) includes an adjusting wheel (16) fixed to the top of the adjusting rod (8), a docking post (17) fixed on the adjusting wheel (16), a connecting rod (18) fixed on the docking post (17), a guide rod (19) fixed on the V-shaped plate (11), and a sleeve (20) slidably sleeved on the outside of the guide rod (19). A linkage post (21) rotatably inserts into the bottom of the sleeve (20) and is fixed to the connecting rod (18). A docking piece (22) is fixed on the outside of the sleeve (20) and the outside of the diverter plate (5).

6. The debris flow diversion fin anti-impact structure for bridge piers according to claim 5, characterized in that: The docking component (22) includes a drive plate (23) fixed to the outside of the sleeve (20) and a snap-fit ​​plate (24) fixed to the outside of the diverter plate (5), with the inner side of the snap-fit ​​plate (24) abutting against the outer side of the drive plate (23).

7. The debris flow diversion fin anti-impact structure for bridge piers according to claim 1, characterized in that: The diversion plate (5) has several diversion ports (25), and the diversion plate (5) is made of fiber-reinforced composite material.

8. The debris flow diversion fin anti-impact structure for bridge piers according to claim 2, characterized in that: The inner side of the V-shaped plate (11) is provided with an arc-shaped structure (26) that is compatible with the stop post (1), and the arc-shaped structure (26) is designed to fit tightly with the stop post (1).

9. The debris flow diversion fin anti-impact structure for bridge piers according to claim 2, characterized in that: The stop post (1) has an installation hole (27) and a limit rod (28) is inserted into the installation hole (27) to limit the height of the V-shaped plate (11).

10. The debris flow diversion fin anti-impact structure for bridge piers according to claim 6, characterized in that: The fastening plate (24) is located at the outer end of the middle part of the diversion plate (5).

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