Pier protection structure with abrasion resistance

Abstract

The utility model discloses a pier protection structure with abrasion resistance, which comprises an abutment and a pier arranged on the abutment, a leveling layer is arranged outside a cement structure of the abutment and the pier, an elastic layer is arranged on the lower portion of the pier and the leveling layer of the abutment, a protection layer is arranged on the upper portion of the pier, and the protection layer is arranged on the lower portion of the pier. The leveling layer is made of a high-strength abrasion-resistant material, the elastic layer is a flexible protective elastomer formed by brushing primer and finish paint for multiple times, the pier and the abutment are protected respectively, the elastic layer can effectively prevent underwater impact and scouring of existing gravel, it is guaranteed that an internal cement base body cannot be damaged, and the service life of the pier and the abutment is prolonged. The protective layer is arranged on the upper portion of the bridge pier, weathering and corrosion can be effectively prevented, the silicon glaze material is adopted, the service life is long, and maintenance is convenient.

Description

Technical Field

[0001] The utility model belongs to the field of bridges and relates to a bridge pier protection structure with anti-wear performance. Background Art

[0002] Currently, bridge piers in river channels need to be protected from long-term scouring by water, which can affect their performance. Scour protection for bridge piers generally involves active and passive methods. Active protection reduces scour by disrupting the water flow structure around the piers, while passive protection involves improving the structure of the piers themselves. Passive protection is easy to maintain and relatively low-cost, making it more suitable for river basins with relatively flat environments, offering low cost and high effectiveness. Utility Model Content

[0003] The purpose of the utility model is to provide a pier protection structure with anti-wear performance, which protects the piers and the base separately. The elastic layer can effectively protect against underwater impact and the scouring of existing sand and gravel, ensuring that the internal cement matrix will not be damaged. The elastic layer can be repaired during the dry season or regularly. A protective layer is set on the upper part of the pier to effectively prevent weathering and corrosion. It is made of silicon glaze, has a long service life and is easy to maintain.

[0004] The technical solutions adopted in this utility model are as follows:

[0005] A bridge pier protection structure with anti-wear performance includes a base and a bridge pier arranged on the base, a leveling layer is arranged on the outside of the cement structure of the base and the bridge pier, an elastic layer is arranged on the lower part of the bridge pier and the leveling layer of the base, and a protective layer is arranged on the upper part of the bridge pier. The leveling layer is made of high-strength and anti-wear material, and the elastic layer is a flexible protective elastomer formed by multiple coatings of primer and topcoat.

[0006] Furthermore, repair materials are used on the cement structure to repair the defects of the base and the pier to form a repair layer, and a leveling layer is applied on the basis of the repair layer.

[0007] Furthermore, the repair layer uses high-strength and wear-resistant cement to partially fill the gap position.

[0008] Furthermore, the elastic layer is based on the upper surface of the base, and the height is required to be greater than 2m.

[0009] Furthermore, the elastic layer is required to be higher than the highest water level during flood season.

[0010] Furthermore, the protective layer is formed by applying silicon glaze paint multiple times.

[0011] Furthermore, the elastic layer coats all surfaces of the base that are in contact with the water flow, specifically the upper surface and the side surfaces.

[0012] Furthermore, the thickness of the leveling layer is greater than 2 mm, the thickness of the elastic layer is greater than 3 mm, and the thickness of the protective layer is greater than 1 mm.

[0013] In summary, due to the adoption of the above technical solution, the beneficial effects of the present invention are:

[0014] 1. The bridge piers and abutments are protected separately. The elastic layer can effectively protect against underwater impact and erosion by existing sand and gravel, ensuring that the internal cement matrix will not be damaged. The elastic layer can be repaired during the dry season or regularly. A protective layer is set on the upper part of the pier to effectively prevent weathering and corrosion. It is made of silicone glaze, has a long service life and is easy to maintain. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the following briefly introduces the drawings required for use in the embodiments. It should be understood that the following drawings only illustrate certain embodiments of the present invention and should not be regarded as limiting the scope. A person of ordinary skill in the art can also derive other relevant drawings based on these drawings without inventive effort, among which:

[0016] Figure 1 The utility model is a structural schematic diagram of a bridge pier protection structure with anti-wear performance.

[0017] Figure 2 yes Figure 1 Structural diagram at point A in the middle.

[0018] Figure 3 yes Figure 1 Structural diagram at point B in the middle.

[0019] The markings in the figure are: 1. Base 2. Pier 3. Leveling layer 4. Elastic layer 5. Protective layer 6. Repair layer. DETAILED DESCRIPTION

[0020] In order to make the purpose, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only for the purpose of explaining the present invention and are not intended to limit the present invention. That is, the embodiments described herein are only some embodiments of the present invention, not all embodiments. Generally, the components of the embodiments of the present invention described and illustrated in the drawings herein can be arranged and designed in a variety of different configurations.

[0021] Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the claimed invention, but merely represents selected embodiments of the present invention. All other embodiments obtained by those skilled in the art based on the embodiments of the present invention without creative work are within the scope of protection of the present invention.

[0022] It should be noted that relational terms such as "first" and "second" are used only to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the terms "comprises," "comprising," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus comprising a series of elements includes not only those elements, but also other elements not explicitly listed, or elements inherent to such process, method, article, or apparatus. In the absence of further limitations, an element defined by the phrase "comprising a ..." does not exclude the presence of additional identical elements in the process, method, article, or apparatus comprising the element.

[0023] The features and performance of the present invention are further described in detail below with reference to the embodiments.

[0024] Example 1:

[0025] The preferred embodiment of the present invention provides a bridge pier protection structure with anti-wear performance, such as Figure 1 As shown, it includes a base 1 and a pier 2 arranged on the base 1. More than one pier 2 can be arranged on the base 1. A leveling layer 3 is arranged on the outside of the cement structure of the base 1 and the pier 2. The leveling layer 3 is mainly used for leveling the surface to facilitate the subsequent setting of the coating. An elastic layer 4 is arranged on the lower part of the pier 2 and the leveling layer 3 of the base 1. The elastic layer 4 is used to resist scouring and the impact of sand and gravel in the water flow, which can effectively avoid direct damage to the cement base. A protective layer 5 is arranged on the upper part of the pier 2. The upper part of the pier 2 mainly refers to the remaining area above the water level that is not covered by the elastic layer 4. The protective layer 5 is mainly used to prevent weathering and corrosion and prevent the cement strength from decreasing. The leveling layer 3 adopts high-strength and wear-resistant material. The elastic layer 4 is a flexible protective elastomer formed by multiple applications of primer and topcoat. Of course, other similar materials can also be used as long as they meet the requirements.

[0026] The elastic layer 4 is based on the upper surface of the base 1, and the height requirement is greater than 2 m. 2 m is considered as the basic height requirement considering the depth of most water areas. Of course, for shallower locations, the height can also be appropriately reduced, such as being set to 1.5 m. Of course, the elastic layer 4 requires being higher than the highest water level during the flood season to avoid the water level rising during the flood season causing inadequate protection. If necessary, historical maximum water level and average water level data can be referred to.

[0027] The protective layer 5 is formed by multiple coatings of silica enamel paint. The thickness of the elastic protective layer 5 meets the protection function, so thick coating and multiple coating are required. Of course, other ways can also be used to realize the silica enamel coating, such as pasting.

[0028] The elastic layer 4 coats all surfaces of the base 1 that are in contact with the water flow, specifically the upper surface and the side surface. The elastic layer 4 corresponds to all positions that may be subjected to water flow erosion. The base 1 of the utility model is a cuboid, so all positions except the bottom buried position need to be covered.

[0029] The thickness of the leveling layer 3 is 2 mm or more, the thickness of the elastic layer 4 is 3 mm or more, and the thickness of the protective layer 5 is 1 mm or more. Of course, the thickness is only a relatively reasonable limit. The thickness cannot be too thick. Generally, it is required to be no more than 10 mm to avoid increasing the risk of falling off and to consider the overall adsorption capacity to ensure the service life.

[0030] Example 2:

[0031] As Figures 1-3 A bridge pier protection structure with anti-erosion performance includes a base 1 and a bridge pier 2 arranged on the base 1. One or more bridge piers 2 can be arranged on the base 1. A leveling layer 3 is arranged outside the cement structure of the base 1 and the bridge pier 2. The leveling layer 3 is mainly used for surface leveling to facilitate the subsequent arrangement of the coating layer. An elastic layer 4 is arranged on the leveling layer 3 at the lower part of the bridge pier 2 and the base 1. The elastic layer 4 is used to resist erosion and the impact of sand and stones in the water flow, which can effectively avoid damage to the cement base. A protective layer 5 is arranged on the upper part of the bridge pier 2. The upper part of the bridge pier 2 mainly refers to the area above the water level and not covered by the elastic layer 4. The protective layer 5 is mainly used to prevent wind and corrosion to prevent the reduction of cement strength. The leveling layer 3 is made of high-strength anti-erosion material. The elastic layer 4 is a flexible protective elastomer formed by multiple coatings of primer and finish. Of course, other similar materials can also be used as long as they meet the requirements. If necessary, the elastic layer 4 can also be arranged outside the protective layer 5 to facilitate the realization of stronger protection capability and facilitate construction.

[0032] It should be noted that the damaged base 1 and pier 2 are repaired by using a repair material to form a repair layer 6 on the cement structure, and a leveling layer 3 is coated on the basis of the repair layer 6, the repair layer 6 is mainly used for repairing the damaged cement base, repairing the base and ensuring the flatness of the subsequent leveling layer 3, the repair layer and the leveling layer 3 can use the same material, of course, different materials can also be used, the repair layer is mainly used for repairing the main body of the cement base, if necessary, the seriously damaged and falling position can be stripped and then repaired to form the repair layer 6, and the repair layer 6 can be re-anchored if necessary. The repair layer 6 is locally filled in the gap position by using high-strength wear-resistant cement, so that the surface of the cement base is complete.

[0033] The elastic layer 4 is based on the upper surface of the base 1, and the height requirement is greater than 2m, and 2m is considered as a basic height requirement considering the depth of most water areas, of course, the height can be appropriately reduced for relatively shallow positions, such as being set to 1.5m. Of course, the elastic layer 4 is required to be higher than the highest water level in the flood season, so as to avoid the water level rising in the flood season to cause insufficient protection, if necessary, historical highest water level and average water level data can be referred to.

[0034] The protective layer 5 is formed by multiple coating of silica glaze paint, and the thickness of the elastic protective layer 5 meets the protection function, so that thick coating and multiple coating are required, of course, other ways such as pasting can also be used to realize the silica glaze coating.

[0035] The elastic layer 4 is coated on all surfaces of the base 1 in contact with the water flow, specifically the upper surface and the side surface, that is, the elastic layer 4 corresponds to all positions that may be subjected to water flow erosion, and the base 1 of the utility model is a cuboid, so all positions except the bottom buried position need to be covered.

[0036] The thickness of the leveling layer 3 is more than 2mm, the thickness of the elastic layer 4 is more than 3mm, and the thickness of the protective layer 5 is more than 1mm, of course, the thickness is only a relatively reasonable limit, and the thickness cannot be too thick, generally not more than 10mm, so as to avoid increasing the falling risk, and the overall adsorption capacity needs to be considered to ensure the service life.

[0037] The above only describes the preferred embodiment of the utility model, and does not limit the protection scope of the utility model, any modification, equivalent replacement and improvement made by any person skilled in the art within the spirit and principle of the utility model shall be included in the protection scope of the utility model.

Claims

1. A bridge pier protection structure with anti-abrasion performance, characterized by: It includes a base and a pier arranged on the base. A leveling layer is arranged on the outside of the cement structure of the base and the pier. An elastic layer is arranged on the lower part of the pier and the leveling layer of the base. A protective layer is arranged on the upper part of the pier. The leveling layer is made of high-strength and wear-resistant material. The elastic layer is a flexible protective elastomer formed by multiple coatings of primer and topcoat.

2. The bridge pier protection structure with anti-abrasion performance according to claim 1, characterized in that: Repair materials are used on the cement structure to repair the defects of the base and piers to form a repair layer, and a leveling layer is applied on the basis of the repair layer.

3. The bridge pier protection structure with anti-abrasion performance according to claim 2, characterized in that: The repair layer uses high-strength and wear-resistant cement to partially fill the gap position.

4. The bridge pier protection structure with anti-abrasion performance according to claim 1 is characterized in that: The elastic layer is based on the upper surface of the base, and the height is required to be greater than 2m.

5. The bridge pier protection structure with anti-abrasion performance according to claim 4 is characterized in that: The elastic layer is required to be higher than the highest water level during flood season.

6. The bridge pier protection structure with anti-abrasion performance according to claim 1 is characterized in that: The protective layer is formed by coating silicon glaze paint multiple times.

7. The bridge pier protection structure with anti-abrasion performance according to claim 1, characterized in that: The elastic layer coats all surfaces of the base that are in contact with the water flow, specifically the upper surface and the side surfaces.

8. The bridge pier protection structure with anti-abrasion performance according to claim 1 is characterized in that: The thickness of the leveling layer is greater than 2 mm, the thickness of the elastic layer is greater than 3 mm, and the thickness of the protective layer is greater than 1 mm.

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