Rapidly-mounted anti-corrosion protective plate for road and bridge concrete guardrail

The quick-install anti-corrosion guard plate with a fiber-based structure and reserved hole system addresses the corrosion issues of concrete guardrails by improving sealing and waterproofing, ensuring durability and adaptability to different guardrail dimensions.

CN119099176AInactive Publication Date: 2024-12-10SHANDONG BAOGAI NEW MATERIAL TECH CORP LTD
View PDF 5 Cites 0 Cited by

Patent Information

Application Number
CN202411581496.6
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2024-11-07
Publication Date
2024-12-10
Estimated Expiration
Not applicable · inactive patent

AI Technical Summary

Technical Problem

Conventional concrete guardrail baffles fail to adequately seal and protect against corrosion, especially when snow melting agents are used, leading to damage at the edges and bases of guardrails.

Method used

A quick-install anti-corrosion guard plate formed by hot molding with a fiber-based structure, featuring staggered fibers and overlapping layers, and a reserved hole system for secure installation, enhancing sealing and waterproofing.

Benefits of technology

The solution provides enhanced sealing, waterproofing, and corrosion resistance, ensuring the guardrail's integrity and longevity by using crisscrossing fibers and structural adhesives, suitable for various guardrail dimensions.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN119099176A_ABST
    Figure CN119099176A_ABST
Patent Text Reader

Abstract

The invention relates to the technical field of building isolation or other protection, in particular to a road and bridge concrete guardrail fast-assembly type anti-corrosion protection plate which is formed by hot mold pressing and comprises fiber base materials stacked in a staggered mode, and fibers in the fiber base materials are arranged in the front-back direction. The two outer surfaces of the fiber base material are respectively provided with strip-shaped fiber outer materials with fibers arranged in the left-right direction, and the outer surfaces of the fiber outer materials are provided with strip-shaped plane materials; each anti-corrosion protection plate comprises a low plate and a high plate which are arranged in parallel, a connecting plate is connected between the low plate and the high plate, a left pressing plate and a right pressing plate are arranged on the edges of the left sides and the right sides of the low plate, the high plate and the connecting plate in a protruding mode respectively, the left pressing plates and the right pressing plates are arranged in a staggered mode, and the left pressing plates and the right pressing plates of the adjacent anti-corrosion protection plates are connected in a pressing mode. And preformed hole groups for fixing are concavely formed in the anti-corrosion protection plate. The anti-corrosion protection plate is high in universality and suitable for XinJexi concrete guardrails and derivative structural sizes thereof; and the sealing waterproofness between the pavement, the outer wall of the concrete guardrail and the plate is improved.
Need to check novelty before this filing date? Find Prior Art

Description

Technical Field

[0001] The invention relates to the field of isolation or other protection technologies of buildings, and in particular to a quick-install anti-corrosion guard plate for a road and bridge concrete guardrail. Background Art

[0002] Concrete guardrails are one of the most common road and bridge safety facilities. They are mainly used to separate traffic, protect pedestrians, and prevent vehicles from crossing the boundary. They are important isolation facilities in road and bridge traffic safety. In addition, concrete guardrails have good wear resistance and impact resistance and can withstand large external forces. Compared with metal guardrails, concrete is not easily corroded, has a longer service life, low maintenance costs, and reduces later management costs. Therefore, choosing the right type and design of concrete guardrails can effectively improve road safety and pedestrian protection, and is an indispensable part of modern transportation engineering.

[0003] At present, in order to ensure the passage of traffic after extreme weather such as snowfall and freezing rain, snow melting agents are used to accelerate the melting of ice and snow on roads and bridges, and snow removal equipment is used to remove ice and snow on roads. Therefore, the ice and snow containing snow melting agents shoveled to the concrete guardrail by the snow removal equipment will seriously affect the performance of the concrete and cause damage to the concrete guardrail. The usual preventive method is to cover the concrete guardrail with a baffle. However, conventional concrete guardrail baffles still have the following shortcomings:

[0004] Conventional baffles are mostly produced according to the structural dimensions of the New Jersey concrete guardrail, but other derivative dimensions of the New Jersey concrete guardrail are not applicable; there are still gaps at the edges of the baffles set in parallel, and the base of the concrete guardrail will still be corroded after the snow melts. Summary of the invention

[0005] In order to solve the technical problems existing in the background technology, the present invention provides a quick-install anti-corrosion guard plate for road and bridge concrete guardrail, which has strong versatility and is suitable for New Jersey concrete guardrail and its derived structural dimensions; it improves the sealing and waterproof properties between the road surface, the outer wall of the concrete guardrail, and the plate.

[0006] The technical solution adopted by the present invention is:

[0007] A quick-install anti-corrosion guard plate for a road and bridge concrete guardrail, the anti-corrosion guard plate is formed by hot molding, the anti-corrosion guard plate has a fiber base material that is staggered and stacked, the fibers in the fiber base material are arranged in the front-to-back direction, and strip-shaped fiber outer materials are respectively arranged on the two outer surfaces of the fiber base material, the fibers in the fiber outer material are arranged in the left-right direction, and a strip-shaped surface material is arranged on the outer surface of the fiber outer material. The surface material, the fiber outer material, and the fiber base material are formed into an anti-corrosion guard plate by hot molding.

[0008] The anti-corrosion guard plate comprises a low plate and a high plate which are arranged parallel to each other, a connecting plate is arranged between the low plate and the high plate, and left and right pressure plates are respectively protruded at the edges on the left and right sides of the low plate, the high plate and the connecting plate. The left and right pressure plates are staggered so that the left and right pressure plates of adjacent anti-corrosion guard plates are pressed together, and a reserved hole group for fixing is arranged inwardly on the anti-corrosion guard plate.

[0009] Furthermore, the fiber outer material and the fiber base material in the surface material are stacked in multiple layers.

[0010] Furthermore, left longitudinal fibers are arranged on the inner concave surface of the left pressure plate, and the left longitudinal fibers are fibers in the fiber outer material; right longitudinal fibers are arranged on the inner concave surface of the right pressure plate, and the right longitudinal fibers are fibers in the fiber outer material.

[0011] Furthermore, the fibers in the fiber outer materials on the two outer surfaces of the fiber substrate extend to the left and right sides respectively, and after the anti-corrosion guard plate is hot-molded, left longitudinal fibers and right longitudinal fibers are formed.

[0012] Furthermore, low-board transverse fibers are extended at the edge of the low board, and the low-board transverse fibers are fibers in the fiber matrix; high-board transverse fibers are extended at the edge of the high board, and the high-board transverse fibers are fibers in the fiber matrix.

[0013] Furthermore, the fibers in the fiber matrix extend outward and form low-plate transverse fibers and high-plate transverse fibers after the anti-corrosion guard plate is hot-molded.

[0014] Further, the reserved hole group includes:

[0015] A left reserved hole is provided at the left edge of the anti-corrosion guard plate;

[0016] A right reserved hole is arranged at the left edge of the anti-corrosion guard plate;

[0017] A low plate reserved hole arranged at the edge of the low plate;

[0018] A high board reserved hole is set at the edge of the high board.

[0019] Furthermore, there are three left reserved holes and three right reserved holes, which are respectively arranged on the low plate, the high plate and the connecting plate;

[0020] The low plate reserved holes are at the same height as the left reserved holes and the right reserved holes on the low plate, and a plurality of them are arranged at intervals;

[0021] The high plate reserved holes are at the same height as the left reserved holes and the right reserved holes on the high plate, and a plurality of them are arranged at intervals;

[0022] The left reserved hole and the right reserved hole on the connecting plate are arranged in the middle of the connecting plate.

[0023] A method for installing a quick-install anti-corrosion guard plate for a road and bridge concrete guardrail, comprising:

[0024] A. Layout:

[0025] The anti-corrosion guard plates are installed side by side in sequence from right to left, with the edge of the low plate in contact with the road surface, and the plate surface of the high plate and the connecting plate in contact with the outer wall of the road and bridge concrete guardrail;

[0026] B. Installation and fixation:

[0027] The adjacent left and right pressing plates are coated with structural adhesive respectively, and the structural adhesive is combined with the left longitudinal fibers and the right longitudinal fibers respectively, and then the adjacent left and right pressing plates are buckled together;

[0028] Drill holes in the road and bridge concrete guardrail at the right reserved hole and the high plate reserved hole, and install the anti-corrosion guard plate with fixing bolts;

[0029] C. Edge sealing:

[0030] Structural adhesive is coated on the edge of the low plate and the edge of the high plate respectively, and the structural adhesive is combined with the transverse fibers of the low plate and the transverse fibers of the high plate respectively, and then adhered to the road surface and the outer wall of the road and bridge concrete guardrail respectively.

[0031] Furthermore, the arrangement of step A further includes:

[0032] The protective plates are installed side by side in sequence from left to right, with the edge of the high plate in contact with the road surface, and the plate surface of the low plate and the connecting plate in contact with the outer wall of the road and bridge concrete guardrail;

[0033] At the same time, holes are drilled in the concrete guardrail of the road and bridge at the positions of the left reserved holes and the high plate reserved holes, and anti-corrosion guard plates are installed with fixing bolts.

[0034] Beneficial effects of the present invention:

[0035] 1. Improve the overall strength through the crisscrossing fibers in the fiber base material and the fiber outer material;

[0036] 2. Ensure the smoothness of the surface through the overall surface material;

[0037] 3. Use low plate and high plate as the bottom and reserved hole group for installation and fixation; it is suitable for concrete guardrails with bases of different heights;

[0038] 4. Improve the sealing and waterproof properties by fastening the left and right pressure plates, by the structural adhesive at the junction of the left and right longitudinal fibers, and by the structural adhesive at the junction of the low-plate transverse fibers, the high-plate transverse fibers and the road surface, and the outer wall of the road and bridge concrete guardrail. BRIEF DESCRIPTION OF THE DRAWINGS

[0039] Figure 1 It is a three-dimensional exploded schematic diagram of the preparation structure of a quick-install anti-corrosion guard plate for a road and bridge concrete guardrail provided by an embodiment of the present invention;

[0040] Figure 2 It is a general three-dimensional schematic diagram of a quick-install anti-corrosion guard plate for a road and bridge concrete guardrail provided by an embodiment of the present invention;

[0041] Figure 3 It is a general three-dimensional schematic diagram of another quick-install anti-corrosion guard plate for a road and bridge concrete guardrail provided by an embodiment of the present invention;

[0042] Figure 4 The present invention Figure 2 An enlarged three-dimensional schematic diagram of part A in the middle;

[0043] Figure 5 The present invention Figure 3 An enlarged stereoscopic schematic diagram of part B in the figure.

[0044] In the figure:

[0045] 100, surface material, 200, fiber outer material, 300, fiber base material;

[0046] 11. Low plate, 12. High plate, 13. Connecting plate, 14. Left pressure plate, 15. Right pressure plate;

[0047] 31, left reserved hole, 32, right reserved hole, 33, low plate reserved hole, 34, high plate reserved hole;

[0048] 41. Left longitudinal fibers, 42. Right longitudinal fibers, 43. Lower plate transverse fibers, 44. Upper plate transverse fibers. DETAILED DESCRIPTION

[0049] In order to more clearly and specifically explain the specific implementation purpose and implementation mode of the present invention, the technical solution of the present invention will be fully described below. The described embodiments are part of the embodiments of the present invention, but not all of them. Without making creative work, all other embodiments based on the embodiments described in the present invention belong to the protection scope of the present invention.

[0050] The present invention provides a quick-install anti-corrosion guard plate for a road and bridge concrete guardrail, such as Figure 1As shown, the anti-corrosion guard plate is formed by hot molding. From the perspective of the layered structure, the anti-corrosion guard plate has a staggered stacked fiber substrate 300. The fibers in the fiber substrate 300 are arranged along the front-to-back direction. The fibers in the fiber substrate 300 extend outward, and after the anti-corrosion guard plate is hot molded, the low plate transverse fibers 43 and the high plate transverse fibers 44 are formed. The two outer surfaces of the fiber substrate 300 are respectively provided with a strip-shaped fiber outer material 200. The fibers in the fiber outer material 200 are arranged along the left-right direction. The fibers in the fiber outer material 200 on the two outer surfaces of the fiber substrate 300 extend to the left and right sides respectively, and after the anti-corrosion guard plate is hot molded, the left longitudinal fibers 41 and the right longitudinal fibers 42 are formed. The outer surface of the fiber outer material 200 is provided with a strip-shaped surface material 100, and the surface material 100 is provided as an integral strip material. The fiber outer material 200 and the fiber base material 300 in the surface material 100 are stacked in multiple layers and formed by hot molding. In order to ensure the smoothness of the outer wall of the anti-corrosion protective plate, the surface material 100 adopts a whole strip.

[0051] The fibers in the fiber base material 300 and the fiber outer material 200 are in the form of threads or meshes. The outer surface of the surface material 100 is covered with an anti-adhesion film.

[0052] From the overall shape and structure, the anti-corrosion guard plate, such as Figure 2 , Figure 3 , Figure 4 , Figure 5 As shown, including:

[0053] The low board 11 and the high board 12 are arranged parallel to each other; the low board 11 is provided with low board transverse fibers 43 extending from the edge thereof, and the low board transverse fibers 43 are fibers extending from the fiber base material 300 to the outside; the high board 12 is provided with high board transverse fibers 44 extending from the edge thereof, and the high board transverse fibers 44 are fibers extending from the fiber base material 300 to the outside. A connecting board 13 is connected between the low board 11 and the high board 12, and the width of the high board 12 is 1.5-2.5 times the width of the low board 11, and the angle between the low board 11 and the high board 12 and the connecting board 13 is 151°. A left pressure plate 14 and a right pressure plate 15 are respectively protruded at the edges of the left and right sides of the low plate 11, the high plate 12 and the connecting plate 13. Left longitudinal fibers 41 are arranged on the inner concave surface of the left pressure plate 14, and right longitudinal fibers 42 are arranged on the inner concave surface of the right pressure plate 15. The left longitudinal fibers 41 and the right longitudinal fibers 42 are fibers extending from the fiber outer material 200 to the left and right outer sides respectively. The left pressure plate 14 and the right pressure plate 15 are staggered so that the left pressure plates 14 and the right pressure plates 15 of adjacent anti-corrosion guard plates are crimped together, and a reserved hole group for fixing is arranged in the inner concave of the anti-corrosion guard plate.

[0054] Reserved hole group, such as Figure 2 , Figure 3 As shown, including:

[0055] A left reserved hole 31 is set at the left edge of the anti-corrosion guard plate; a right reserved hole 32 is set at the left edge of the anti-corrosion guard plate; a low plate reserved hole 33 is set at the edge of the low plate 11; and a high plate reserved hole 34 is set at the edge of the high plate 12.

[0056] There are three left reserved holes 31 and right reserved holes 32, which are respectively arranged on the low plate 11, the high plate 12 and the connecting plate 13; the low plate reserved holes 33 are at the same height as the left reserved holes 31 and the right reserved holes 32 on the low plate 11, and multiple holes are arranged at intervals; the high plate reserved holes 34 are at the same height as the left reserved holes 31 and the right reserved holes 32 on the high plate 12, and multiple holes are arranged at intervals; the left reserved holes 31 and the right reserved holes 32 on the connecting plate 13 are arranged in the middle of the connecting plate 13.

[0057] The reserved hole group is set as a countersunk hole, which is used to accommodate fixing bolts and gaskets. The countersunk holes are relatively arranged on both sides of the anti-corrosion guard plate surface, and the relative countersunk holes are set in a closed state. The center of the countersunk hole is provided with an annular groove for easy penetration.

[0058] The anti-corrosion guard plates are stacked in multiple layers for transportation, and support frames are provided at the connection between the high plate 12 and the connecting plate 13.

[0059] Remove the anti-corrosion protective plate from the top layer of the stack along the left and right directions.

[0060] According to the specific structure of a quick-install anti-corrosion guard plate for a road and bridge concrete guardrail in the above embodiment, a method for installing a quick-install anti-corrosion guard plate for a road and bridge concrete guardrail is further described below:

[0061] Installation method applicable to conventional size road and bridge concrete guardrails:

[0062] A1. Layout:

[0063] The anti-corrosion guard plates are installed side by side in sequence from right to left, the edge of the low plate 11 contacts the road surface, and the plate surfaces of the high plate 12 and the connecting plate 13 contact the outer wall of the road and bridge concrete guardrail;

[0064] B1. Installation and fixation:

[0065] The adjacent left pressing plates 14 and right pressing plates 15 are coated with structural adhesive respectively, and the structural adhesive is combined with the left longitudinal fibers 41 and the right longitudinal fibers 42 respectively, and then the adjacent left pressing plates 14 and right pressing plates 15 are buckled together;

[0066] Drill holes in the road and bridge concrete guardrail at the positions of the right reserved hole 32 and the high plate reserved hole 34, and install the anti-corrosion guard plate through fixing bolts. After the fixing bolts are tightened, they are coated with structural glue to prevent rust;

[0067] C1. Edge sealing:

[0068] Structural adhesive is coated on the edge of the lower plate 11 and the edge of the upper plate 12, and the structural adhesive is combined with the lower plate transverse fibers 43 and the upper plate transverse fibers 44, and then adhered to the road surface and the outer wall of the road and bridge concrete guardrail.

[0069] Installation method for high-base road and bridge concrete guardrail:

[0070] A2. Layout:

[0071] The anti-corrosion guard plates are installed side by side in sequence from left to right, the edge of the high plate 12 contacts the road surface, and the plate surfaces of the low plate 11 and the connecting plate 13 contact the outer wall of the road and bridge concrete guardrail;

[0072] B2. Installation and fixation:

[0073] The adjacent left pressing plates 14 and right pressing plates 15 are coated with structural adhesive respectively, and the structural adhesive is combined with the left longitudinal fibers 41 and the right longitudinal fibers 42 respectively, and then the adjacent left pressing plates 14 and right pressing plates 15 are buckled together;

[0074] Drill holes in the road and bridge concrete guardrail at the positions of the left reserved hole 31 and the high plate reserved hole 34, and install the anti-corrosion guard plate through the fixing bolts. After the fixing bolts are tightened, they are coated with structural glue to prevent rust;

[0075] C2. Edge sealing:

[0076] Structural adhesive is coated on the edge of the lower plate 11 and the edge of the upper plate 12, and the structural adhesive is combined with the lower plate transverse fibers 43 and the upper plate transverse fibers 44, and then adhered to the road surface and the outer wall of the road and bridge concrete guardrail.

[0077] When the road surface is uneven, the installation position of the anti-corrosion guard plate is raised as a whole, and a plurality of heightening pads are sandwiched between the connecting plate 13 and the concrete guardrail of the road and bridge. The connecting plate 13 and the outer wall of the concrete guardrail of the road and bridge are spaced apart from each other through the heightening pads, thereby raising the installation position of the anti-corrosion guard plate; when the outer wall of the concrete guardrail of the road and bridge is uneven, the installation position of the anti-corrosion guard plate is moved forward as a whole. According to the condition of the outer wall of the concrete guardrail of the road and bridge, a plurality of translation pads are sandwiched between the anti-corrosion guard plate and the concrete guardrail of the road and bridge. The anti-corrosion guard plate and the outer wall of the concrete guardrail of the road and bridge are spaced apart from each other through the translation pads, thereby moving the installation position of the anti-corrosion guard plate forward.

[0078] After the installation position of the anti-corrosion guard plate is raised and moved forward, structural adhesive is filled in the space between the anti-corrosion guard plate and the concrete guardrail of the road and bridge to ensure the reliability of the installation; structural adhesive is filled in the gaps between the upper and lower ends of the anti-corrosion guard plate and the outer wall of the concrete guardrail of the road and bridge and the ground to ensure the sealing of the upper and lower ends of the anti-corrosion guard plate.

[0079] In summary, the above are only preferred embodiments of the present invention and are not intended to limit the scope of the present invention. Through the above description, relevant staff can make various changes and modifications without departing from the technical concept of the present invention. The technical scope of the present invention is not limited to the contents of the specification. All so-called equal changes and modifications of the shapes, structures, features and spirits described in the scope of the claims of the present invention should be included in the scope of the claims of the present invention.

Claims

1. A quick-install anti-corrosion guard plate for road and bridge concrete guardrail, characterized by: The anti-corrosion protective plate is formed by hot molding, and comprises a fiber base material (300) arranged in an alternating manner, wherein the fibers in the fiber base material (300) are arranged in a front-to-back direction, and strip-shaped fiber outer materials (200) are respectively arranged on two outer surfaces of the fiber base material (300), wherein the fibers in the fiber outer material (200) are arranged in a left-right direction, and a strip-shaped surface material (100) is arranged on the outer surface of the fiber outer material (200), and the surface material (100), the fiber outer material (200), and the fiber base material (300) are formed by hot molding; The anti-corrosion guard plate comprises a low plate (11) and a high plate (12) which are arranged parallel to each other. A connecting plate (13) is arranged between the low plate (11) and the high plate (12). Left and right edges of the low plate (11), the high plate (12) and the connecting plate (13) are respectively provided with a left pressing plate (14) and a right pressing plate (15) which are protruded. The left pressing plate (14) and the right pressing plate (15) are arranged in a staggered manner so that the left pressing plates (14) and the right pressing plates (15) of adjacent anti-corrosion guard plates are pressed against each other. A reserved hole group for fixing is provided inwardly on the anti-corrosion guard plate.

2. The quick-install anti-corrosion guard plate for road and bridge concrete guardrail according to claim 1 is characterized by: The fiber outer material (200) and the fiber base material (300) in the surface material (100) are stacked in multiple layers.

3. The quick-install anti-corrosion guard plate for road and bridge concrete guardrail according to claim 2 is characterized by: The left longitudinal fibers (41) are arranged on the inner concave surface of the left pressure plate (14), and the right longitudinal fibers (42) are arranged on the inner concave surface of the right pressure plate (15). The left longitudinal fibers (41) and the right longitudinal fibers (42) are fibers extending from the inside of the fiber outer material (200) to the left and right outer sides, respectively.

4. The quick-install anti-corrosion guard plate for road and bridge concrete guardrail according to claim 3 is characterized by: The fibers in the fiber outer material (200) on the two outer surfaces of the fiber base material (300) extend to the left and right sides respectively, and after the anti-corrosion protective plate is hot-molded and formed, form left longitudinal fibers (41) and right longitudinal fibers (42).

5. The quick-install anti-corrosion guard plate for road and bridge concrete guardrail according to claim 3 is characterized by: The lower plate (11) is provided with lower plate transverse fibers (43) extending from the edge thereof, wherein the lower plate transverse fibers (43) are fibers extending from the fiber base material (300) to the outside; High plate transverse fibers (44) are extended at the edge of the high plate (12), and the high plate transverse fibers (44) are fibers extending from the inside of the fiber base material (300) to the outside.

6. The quick-install anti-corrosion guard plate for road and bridge concrete guardrail according to claim 5 is characterized by: The fibers in the fiber substrate (300) extend outwards and form low-plate transverse fibers (43) and high-plate transverse fibers (44) after the anti-corrosion protective plate is hot-molded and formed.

7. The quick-install anti-corrosion guard plate for road and bridge concrete guardrail according to claim 5 is characterized by: The reserved hole group comprises: A left reserved hole (31) provided at the left edge of the anti-corrosion guard plate; A right reserved hole (32) provided at the left edge of the anti-corrosion guard plate; A low plate reserved hole (33) provided at the edge of the low plate (11); A high plate reserved hole (34) is arranged at the edge of the high plate (12).

8. The quick-install anti-corrosion guard plate for road and bridge concrete guardrail according to claim 7 is characterized by: The left reserved hole (31) and the right reserved hole (32) are provided in three numbers and are respectively provided on the low plate (11), the high plate (12), and the connecting plate (13); The lower plate reserved holes (33) are at the same height as the left reserved holes (31) and the right reserved holes (32) on the lower plate (11), and a plurality of the reserved holes (33) are arranged at intervals; The high plate reserved holes (34) are at the same height as the left reserved holes (31) and the right reserved holes (32) on the high plate (12), and a plurality of them are arranged at intervals; The left reserved hole (31) and the right reserved hole (32) on the connecting plate (13) are arranged in the middle of the connecting plate (13).

9. A method for installing a quick-install anti-corrosion guard plate for a road and bridge concrete guardrail, using the quick-install anti-corrosion guard plate for a road and bridge concrete guardrail according to claim 8, characterized in that: A. Layout: The anti-corrosion guard plates are sequentially installed side by side in a direction from right to left, the edge of the low plate (11) contacts the road surface, and the plate surfaces of the high plate (12) and the connecting plate (13) contact the outer wall of the road and bridge concrete guardrail; B. Installation and fixation: The adjacent left pressing plates (14) and right pressing plates (15) are coated with structural adhesive respectively, and the structural adhesive is combined with the left longitudinal fibers (41) and the right longitudinal fibers (42) respectively, and then the adjacent left pressing plates (14) and right pressing plates (15) are buckled together; Drill holes in the road and bridge concrete guardrail at the positions of the right reserved hole (32) and the high plate reserved hole (34), and install the anti-corrosion guard plate by fixing bolts; C. Edge sealing: Structural adhesive is applied to the edge of the low plate (11) and the edge of the high plate (12), and the structural adhesive is combined with the low plate transverse fibers (43) and the high plate transverse fibers (44), and then adhered to the road surface and the outer wall of the road and bridge concrete guardrail.

10. The method for installing a quick-install anti-corrosion guard plate for a road and bridge concrete guardrail according to claim 9, characterized in that: The arrangement of step A further includes: The anti-corrosion guard plates are sequentially installed side by side in a direction from left to right, the edge of the high plate (12) contacts the road surface, and the plate surfaces of the low plate (11) and the connecting plate (13) contact the outer wall of the road and bridge concrete guardrail; At the same time, holes are drilled into the road and bridge concrete guardrail at the positions of the left reserved hole (31) and the high plate reserved hole (34), and anti-corrosion guard plates are installed by fixing bolts.

Citation Information

Patent Citations

  • Composite material plate, preparation method and applications thereof

    CN104441863A

  • Continuous filament reinforced polyolefin composite guard bar

    CN105625221A

  • Protection method of concrete structure

    CN108612185A

  • Fiber composite material, preparation method thereof, protective structural member and vehicle

    CN118528612A

  • Glass steel concrete barrier protection casing

    CN205857093U