Bridge pier protection sleeve
By designing a protective sleeve for bridge piers, and utilizing components such as carbon fiber cloth layers, elastic rubber rings, and rubber airbags, the problems of sealing and installation complexity of bridge pier protection measures have been solved, achieving efficient protection and improved durability of bridge piers.
Patent Information
- Application Number
- CN202520065470.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-01-13
- Publication Date
- 2025-12-23
- Estimated Expiration
- 2035-01-13
AI Technical Summary
Existing bridge pier protection measures have limitations in resisting water erosion, collision and corrosion, and are complex to install and have insufficient sealing performance, which affects the durability and safety of the bridge piers.
The pier protection sleeve is adopted, including the protective sleeve, the flow guiding ring and the sealing component. Utilizing components such as carbon fiber cloth, elastic rubber ring and rubber airbag, the sealing and flow guiding design reduces water flow erosion and improves installation stability and sealing performance.
It effectively prevents moisture and impurities from entering the bridge pier, reduces water erosion and corrosion, extends the life of the bridge pier, and improves construction efficiency and structural safety.
Smart Images

Figure CN223706254U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to bridge pier protection device technical field, concretely relates to a bridge pier protection sleeve. BACKGROUND
[0002] In the field of bridge engineering, bridge piers, as the key part of supporting bridge structure, are exposed to the natural environment for a long time and face many severe challenges. The continuous erosion of water flow will gradually erode the soil around the bridge pier foundation, leading to the decline of the foundation stability; high-speed ships may collide with the bridge pier due to loss of control or improper operation, causing direct structural damage to the bridge pier; in addition, chemical substances in water and corrosive components in the atmosphere will erode the surface of the bridge pier, weakening the strength of the bridge pier over time.
[0003] Traditional bridge pier protection measures have obvious limitations. Some simple protection methods, such as applying ordinary protective paint only on the surface of the bridge pier, can resist slight corrosion to some extent, but they are almost ineffective in providing protection against water erosion and strong impact. Existing partial protection structures are often complex to install, requiring a large amount of manpower, material resources, and time cost, and have defects in sealing performance, which cannot completely prevent the intrusion of water and impurities, leaving the internal reinforcement of the bridge pier still at risk of corrosion, thereby affecting the overall durability and safety of the bridge pier. In addition, some protection devices lack consideration of water flow dynamics and cannot effectively change the water flow pattern to reduce the impact force and erosion of water flow on the bridge pier foundation. Therefore, it is a technical problem to be solved to develop a new type of bridge pier protection device that can comprehensively, efficiently, and conveniently protect the bridge pier while having good durability, sealing performance, and water flow guiding function. SUMMARY
[0004] The utility model aims at providing a bridge pier protection sleeve to solve the problems raised in the background.
[0005] To solve the above technical problems, the utility model adopts the following technical scheme:
[0006] A bridge pier protection sleeve, comprising a protection sleeve, a flow guide collar, and a sealing assembly, the protection sleeve comprising a plurality of protection inner cylinders stacked on the outer wall of the bridge pier from top to bottom, the outer wall of the protection inner cylinder being fixedly connected with a carbon fiber cloth layer, the outer wall of the carbon fiber cloth layer being fixedly connected with an elastic rubber ring, the inside of the elastic rubber ring being provided with a rubber air bag;
[0007] A receiving ring groove is formed in the top of the protection inner cylinder, a sealing plug ring is fixedly connected to the bottom of the protection inner cylinder, a butt joint hole is formed in the inner wall of the bottom of the receiving ring groove, and an anchor plug rod is movably inserted into the inner wall of the butt joint hole;
[0008] The flow guide collar is located on the outer wall of the protection sleeve near the bottom end, and the sealing assembly is located on the top of the protection sleeve, the flow guide collar is used for guiding water to flow smoothly through the pier, reducing the scour and vortex effect of water flow on the pier foundation, and the sealing assembly is used for sealing the connection between the protection sleeve and the pier.
[0009] Further improvement of the technical scheme of the utility model lies in that: the bottom end of the anchor plug-in rod is movably penetrated by a positioning bottom ring, the outer wall of the positioning bottom ring is fixedly connected with a buffer damping rod one, one end of the buffer damping rod one is movably fixedly connected with the inner wall of the flow guide collar through bolts, the upper portion of the positioning bottom ring is provided with an auxiliary positioning ring, the auxiliary positioning ring is movably sleeved on the outer wall of the protection sleeve, the outer wall of the auxiliary positioning ring is fixedly connected with a buffer damping rod two, the end of the buffer damping rod two away from the auxiliary positioning ring is movably fixedly connected with the inner wall of the flow guide collar through bolts.
[0010] Further improvement of the technical scheme of the utility model lies in that: the sealing assembly comprises a rubber expansion waterstop, the rubber expansion waterstop is sleeved on the outer wall of the pier, the outer wall of the rubber expansion waterstop is fixedly connected with a butt joint ring, the bottom end of the rubber expansion waterstop is fixedly connected with a sealing plug-in sleeve, the sealing plug-in sleeve is inserted into the inner wall of the protection sleeve near the top end, and the top end outer wall of the butt joint ring is threadedly connected with a nut, and the anchor plug-in rod movably penetrates the nut.
[0011] Further improvement of the technical scheme of the utility model lies in that: the top end of the anchor plug-in rod is movably inserted with a grommet, and the grommet is located above the protection sleeve.
[0012] Further improvement of the technical scheme of the utility model lies in that: the rubber air bag is filled with inert gas.
[0013] Further improvement of the technical scheme of the utility model lies in that: the protection inner tube is made of stainless steel plate.
[0014] Due to the adoption of the above technical scheme, the utility model has the following technical progress compared with the prior art:
[0015] 1、The utility model provides a kind of pier protection sleeve, by being provided with sealing rubber ring at the connection between protection inner tube, and the cooperation of sealing plug-in ring and receiving ring groove, there is also sealing measure such as sealing plug-in sleeve and rubber expansion waterstop at top, can effectively prevent moisture and impurities from entering protection sleeve interior, to better protect pier, reduce the damage of water scouring, erosion etc. to pier, prolong the service life of pier, guarantee the structural safety of bridge.
[0016] 2, The utility model provides a bridge pier protection sleeve, utilize the positioning bottom ring, anchor and insert pole and chemical anchor bolt firmly fixed protection inner tube bottom on the bridge pier foundation, pass through the auxiliary positioning ring to the protection inner tube positioning and auxiliary fixed simultaneously, make the installation process of protection inner tube more stable and relative convenient operation, the convenient installation and dismount of through reasonable connecting mode between each part, such as bolt connection etc. BRIEF DESCRIPTION OF DRAWINGS
[0017] Figure 1 It is the structure schematic diagram of the utility model;
[0018] Figure 2 It is the structure schematic diagram of the utility model from the bottom;
[0019] Figure 3 It is the structure schematic diagram of the utility model's flow guide ring;
[0020] Figure 4 It is the structure schematic diagram of the utility model's sealing assembly;
[0021] Figure 5 It is the structure schematic diagram of the utility model's protection sleeve.
[0022] In the drawing: 1, protection sleeve; 2, flow guide ring; 3, sealing assembly; 4, positioning bottom ring; 5, anchor and insert pole; 6, auxiliary positioning ring; 7, buffer damping rod one; 8, buffer damping rod two; 9, grommet; 10, butt joint ring; 11, rubber expansion waterstop; 12, sealing insert tube; 13, protection inner tube; 14, sealing insert ring; 15, receiving ring groove; 16, butt joint hole; 17, elastic rubber ring; 18, rubber air bag; 19, carbon fiber cloth layer. DETAILED DESCRIPTION
[0023] In the description of the utility model, it also needs to be explained that unless there is explicit provision and limitation, the terms "arrangement", "installation", "connection" and "link" should be understood broadly, for example, can be fixed connection, can be detachable connection or integrally connected, can be mechanical connection or electrical connection, can be directly connected or indirectly connected through intermediate medium, can be the communication inside two elements. For ordinary skilled in the art, the specific meaning of the above terms in the utility model can be understood according to specific circumstances.
[0024] The utility model will be further explained in detail in combination with examples as follows:
[0025] Example 1
[0026] As Figures 1-5As shown, this utility model provides a bridge pier protective sleeve, including a protective sleeve 1, a flow guiding ring 2 and a sealing component 3. The protective sleeve 1 includes a plurality of protective inner cylinders 13 stacked from top to bottom and fitted onto the outer wall of the bridge pier. A carbon fiber cloth layer 19 is fixedly connected to the outer wall of the protective inner cylinder 13. An elastic rubber ring 17 is fixedly connected to the outer wall of the carbon fiber cloth layer 19. A rubber airbag 18 is provided inside the elastic rubber ring 17.
[0027] The top of the protective inner cylinder 13 is provided with a receiving ring groove 15, and the bottom of the protective inner cylinder 13 is fixedly connected with a sealing ring 14. The bottom of the inner wall of the receiving ring groove 15 is provided with a docking hole 16, and the inner wall of the docking hole 16 is movably inserted with an anchor rod 5.
[0028] The flow guiding ring 2 is located on the outer wall of the protective sleeve 1 near the bottom end, and the sealing component 3 is located on the top of the protective sleeve 1. The flow guiding ring 2 is used to guide the water flow smoothly over the pier, reducing the scouring and vortex effect of the water flow on the pier foundation. The sealing component 3 is used to seal the connection between the protective sleeve 1 and the pier.
[0029] Example 2
[0030] like Figures 1-5 As shown, based on Embodiment 1, this utility model provides a technical solution: Preferably, a positioning bottom ring 4 is movably passed through the bottom end of the anchoring rod 5, and a buffer damping rod 7 is fixedly connected to the outer wall of the positioning bottom ring 4. One end of the buffer damping rod 7 is detachably fixedly connected to the inner wall of the flow guiding sleeve 2 by bolts. An auxiliary positioning ring 6 is provided above the positioning bottom ring 4. The auxiliary positioning ring 6 is movably sleeved on the outer wall of the protective sleeve 1. A buffer damping rod 8 is fixedly connected to the outer wall of the auxiliary positioning ring 6. The end of the buffer damping rod 8 away from the auxiliary positioning ring 6 is detachably fixedly connected to the inner wall of the flow guiding sleeve 2 by bolts.
[0031] The sealing assembly 3 includes a rubber expansion waterstop 11, which is sleeved on the outer wall of the pier. A mating ring 10 is fixedly connected to the outer wall of the rubber expansion waterstop 11. A sealing insert 12 is fixedly connected to the bottom end of the rubber expansion waterstop 11. The sealing insert 12 is inserted into the inner wall of the protective sleeve 1 near the top. An anchoring rod 5 is movably inserted through the threaded nut on the top outer wall of the mating ring 10.
[0032] An anchor rod 5 has a washer 9 movably inserted at its top end, and the washer 9 is located above the protective sleeve 1.
[0033] The interior of the rubber airbag 18 is filled with inert gas.
[0034] The inner protective cylinder 13 is made of stainless steel plate.
[0035] The working principle of the bridge pier protective sleeve will be explained in detail below.
[0036] As Figures 1-5 As shown in the figure, before installing the protective sleeve 1, the surface of the pier is cleaned and repaired to remove dirt, loose concrete, rust and other substances on the surface, and to ensure that the surface of the pier is flat, dry, oil-free and free of debris. If necessary, cracks and defects on the surface of the pier are repaired using epoxy mortar or high-performance concrete to ensure the structural integrity of the pier.
[0037] First, the positioning bottom ring 4 is hoisted to the installation position on the pier foundation, and then the anchor rod 5 is inserted into the pier foundation through the positioning bottom ring 4, and the bottom of the anchor rod 5 is fixed to the foundation by chemical anchor.
[0038] Then, a plurality of protective inner tubes 13 are hoisted in turn, which are respectively connected with the anchor rod 5, and then stacked and connected on the outer wall of the pier. A sealing rubber ring is installed at the connection between each group of protective inner tubes 13, and the sealing rubber ring can be installed in the inner wall of the receiving ring groove 15. During the connection of the two groups of protective inner tubes 13, the sealing plug ring 14 is inserted into the inner wall of the receiving ring groove 15, and the sealing rubber ring can ensure the sealing of the connection.
[0039] When the protective inner tube 13 is installed to the appropriate height, the auxiliary positioning ring 6 is connected to the outer wall of the protective inner tube 13, so that the auxiliary positioning ring 6 can be connected to the outer wall of the corresponding sealing plug ring 14. Then the flow guide sleeve ring 2 is fixed with the buffer damping rod one 7 and the buffer damping rod two 8 by bolts.
[0040] Then, continue to install the protective inner tube 13 to the appropriate number of layers. After the installation of the protective inner tube 13 is completed, the sealing plug 12 is inserted into the top of the protective inner tube 13, and the connecting ring 10 is connected with the receiving ring groove 15 at this time. Finally, the grommet 9 is connected to the outer wall of the rubber expansion joint 11, and the anchor rod 5 is fixed with the carbon fiber cloth layer 19 by bolts, which completes the installation and connection of the protective inner tube 13 and the sealing assembly 3, and thus completes the installation of the protective sleeve 1.
[0041] The flow guide sleeve ring 2 can be made of Q345 low-alloy high-strength structural steel, which is treated by hot galvanizing to improve its corrosion resistance and ensure stable operation under long-term water erosion.
[0042] The elastic rubber ring 17 can be made of neoprene or EPDM rubber, which has good weather resistance, wear resistance, elasticity and anti-aging performance, and can adapt to various complex natural environmental conditions.
[0043] The number of layers of the carbon fiber cloth layer 19 is determined according to the size of the pier and the required protection level, and is generally 5-10 layers, with a thickness of about 0.5 mm. The carbon fiber cloth is tightly bonded together by epoxy resin to form a high-strength impact-resistant layer.
[0044] The utility model has made the detailed description to the utility model generally above, but can make some modification or improvement to it on the basis of the utility model, this is obvious to the general skilled person in the technical field. Therefore, the modification or improvement without departing from the utility model thought spirit, all are within the protection scope of the utility model.
Claims
1. A pier protection sleeve, comprising a protective sleeve (1), a flow guiding ring (2), and a sealing assembly (3), characterized in that: The protective sleeve (1) includes several protective inner cylinders (13) stacked from top to bottom and fitted onto the outer wall of the bridge pier. The outer wall of the protective inner cylinder (13) is fixedly connected with a carbon fiber cloth layer (19). The outer wall of the carbon fiber cloth layer (19) is fixedly connected with an elastic rubber ring (17). The elastic rubber ring (17) is provided with a rubber airbag (18) inside. The top of the protective inner cylinder (13) is provided with a receiving ring groove (15), the bottom of the protective inner cylinder (13) is fixedly connected with a sealing ring (14), the bottom of the inner wall of the receiving ring groove (15) is provided with a docking hole (16), and the inner wall of the docking hole (16) is movably inserted with an anchoring rod (5). The flow guide ring (2) is located on the outer wall near the bottom of the protective sleeve (1), and the sealing assembly (3) is located on the top of the protective sleeve (1). The flow guide ring (2) is used to guide the water flow smoothly over the pier, reducing the scouring and vortex effect of the water flow on the pier foundation. The sealing assembly (3) is used to seal the connection between the protective sleeve (1) and the pier.
2. The pier protection sleeve according to claim 1, characterized in that: The bottom end of the anchor rod (5) is movably connected to the positioning bottom ring (4). The outer wall of the positioning bottom ring (4) is fixedly connected to a buffer damping rod (7). One end of the buffer damping rod (7) is detachably fixedly connected to the inner wall of the flow guide ring (2) by bolts. An auxiliary positioning ring (6) is provided above the positioning bottom ring (4). The auxiliary positioning ring (6) is movably sleeved on the outer wall of the protective sleeve (1). The outer wall of the auxiliary positioning ring (6) is fixedly connected to a buffer damping rod (8). The end of the buffer damping rod (8) away from the auxiliary positioning ring (6) is detachably fixedly connected to the inner wall of the flow guide ring (2) by bolts.
3. A pier protection sleeve according to claim 1, characterized in that: The sealing assembly (3) includes a rubber expansion waterstop (11), which is sleeved on the outer wall of the pier. A butt ring (10) is fixedly connected to the outer wall of the rubber expansion waterstop (11). A sealing insert (12) is fixedly connected to the bottom end of the rubber expansion waterstop (11). The sealing insert (12) is inserted into the inner wall of the protective sleeve (1) near the top. The anchoring rod (5) is movably inserted through the threaded nut on the top outer wall of the butt ring (10).
4. A pier protective sleeve according to claim 1, characterized in that: The top end of the anchor rod (5) is movably connected to a washer (9), which is located above the protective sleeve (1).
5. A pier protection sleeve according to claim 1, characterized in that: The rubber airbag (18) is filled with inert gas.
6. A pier protection sleeve according to claim 1, characterized in that: The protective inner cylinder (13) is made of stainless steel plate.