Lightweight high-strength corrugated beam guardrail structure of medial strip
By designing the lightweight and high-strength corrugated beam guardrail structure of the central partition belt, the combination of three-corrugated beam slabs, columns and transverse connectors, the problems of high weight and high cost of traditional corrugated beam guardrails are solved, and lightweight and pre-maintenance functions are realized, which improves installation efficiency and safety.
Patent Information
- Application Number
- CN202422294147.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-09-20
- Publication Date
- 2025-08-12
- Estimated Expiration
- 2034-09-20
AI Technical Summary
Traditional corrugated beam guardrails use large amounts of steel, heavy weight, inconvenient installation, high cost, and lack pre-maintenance and transformation and upgrading functions.
The central partition belt is lightweight and high-strength corrugated beam guardrail structure. By using a combination design of three-wave beam slabs, columns and transverse connectors, combined with the bolting method of folding or straight plate anti-resistance blocks and columns, it achieves lightweight and structural optimization, and has the functions of pre-maintenance and transformation and upgrading.
On the premise of ensuring safety performance, the amount of steel used is reduced, the cost is reduced, the installation efficiency is improved, and the functions of pre-maintenance and transformation and upgrading are provided to meet the safety needs of highway operations.
Smart Images

Figure CN223214483U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to the field of traffic safety protection, and in particular relates to a light-weight and high-strength corrugated beam guardrail structure for a central dividing strip. Background Art
[0002] A corrugated steel guardrail is a continuous structure composed of interconnected corrugated steel panels supported by columns. It utilizes deformation in the foundation, columns, and beams to absorb collision energy, forcing the out-of-control vehicle to change direction and return to normal travel, thereby reducing damage caused by the accident. Due to its advantages such as good perspective, aesthetics, and simple structure, it is widely used in transportation facilities such as roads, railways, bridges, and tunnels. However, traditional corrugated steel guardrails have disadvantages such as high steel consumption, heavy weight, inconvenient installation, high cost, and a lack of pre-maintenance and retrofit upgrade capabilities. This has led to a search for more advantageous guardrails, and the increasing use of high-strength steel lightweight corrugated steel guardrails has become a market trend.
[0003] Based on the above situation, a lightweight and high-strength corrugated beam guardrail structure for the central dividing strip is proposed. By improving the strength grade and related properties of steel materials and reducing the weight of the guardrail material, energy saving, consumption reduction and cost reduction can be achieved. The structural design has pre-maintenance and transformation and upgrading functions, which is beneficial to later maintenance and reduces maintenance costs. It has broad market application prospects. Utility Model Content
[0004] The purpose of the utility model is to provide a light-weight and high-strength corrugated beam guardrail structure for a central dividing strip, so as to solve the problems of large steel volume of the corrugated beam guardrail and lack of pre-maintenance and transformation and upgrading functions.
[0005] In order to achieve the above technical purpose, the technical solution of the utility model is implemented as follows:
[0006] A lightweight, high-strength corrugated beam guardrail structure for a central median includes three corrugated beams, columns, and transverse connectors. The three corrugated beams on either side are anchored to the columns via transverse connectors. The transverse connectors are symmetrical and align with the grooves of the three corrugated beams on either side for bolting. The columns are bolted to the pipes of the transverse connectors and anchored to the road surface at intervals.
[0007] Furthermore, the transverse connecting member is divided into a folded plate type anti-obstruction block and a straight plate type anti-obstruction block. When the transverse connecting member is a folded plate type anti-obstruction block, it is composed of two front parts welded with pipes. The front part of the folded plate type anti-obstruction block is composed of two upper and lower straight surfaces with shorter lengths, a straight plate with longer length in the middle, and two upper and lower flat plates bent. A transverse oblong hole is provided on the straight plate. The top-view cross-sectional shape of the flat plate is a trapezoid with a narrow front and a wide back, or a rectangle with the same width in the front and back. The position of the front part is higher than the position of the pipe in vertical height. When the transverse connecting member is a straight plate type anti-obstruction block, it is formed by bending the front plate, the web plate, and the top plate. The front plate of the straight plate type anti-obstruction block is provided with a transverse oblong hole for bolting to the three corrugated beam plates on both sides. The web plate of the straight plate type anti-obstruction block is provided with multiple transverse oblong holes for bolting to the columns.
[0008] Furthermore, the column is a square tube or a round tube. When the column is a round tube, the tube of the transverse connector is also a round tube, and the tube is provided with 6 round holes, which is bolted to the column; when the column is a square tube, the tube of the transverse connector is also a square tube, and the tube is provided with 6 round holes, which is bolted to the column.
[0009] Furthermore, the two flat plates are arranged parallel to the upper and lower sides of the pipe.
[0010] Furthermore, the columns are installed by means of piling, flanges, embedding in concrete, or pre-embedded sleeves.
[0011] Furthermore, the three-corrugated beam plate, columns, and transverse connectors are made of one of ordinary carbon steel, alloy steel, and weathering steel.
[0012] After adopting the above technical solution, the utility model has the following beneficial effects:
[0013] (1) Under the premise of ensuring safety performance, compared with other steel guardrails with the same anti-collision grade, the steel consumption is low, the cost is lower, and the installation efficiency is higher;
[0014] (2) It has pre-maintenance and renovation and upgrading functions, which is conducive to later maintenance;
[0015] (3) It has a high safety reserve, meets the protection level requirements, and better maintains the safety of highway operations. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] In order to more clearly illustrate the technical solution of the utility model patent, the following is a brief introduction to the drawings required for use in the embodiments:
[0017] Figure 1 This is an example of a cross-sectional view of embodiment 1 of the present utility model;
[0018] Figure 2 This is an example of the elevation view of embodiment 1 of the present utility model;
[0019] Figure 3 This is an example of a plan view of embodiment 1 of the present utility model;
[0020] Figure 4 This is an example of a three-dimensional diagram of a transverse connector in Example 1 of the present utility model;
[0021] Figure 5 This is an example of a cross-sectional view of embodiment 2 of the present utility model;
[0022] Figure 6 This is an example of the elevation view of embodiment 2 of the present utility model;
[0023] Figure 7 This is an example of a plan view of embodiment 2 of the present utility model;
[0024] Figure 8 This is an example of a three-dimensional diagram of a transverse connector according to embodiment 2 of the present utility model;
[0025] Figure 9 This is an example of a cross-sectional view of embodiment 3 of the present utility model;
[0026] Figure 10 This is an example of the elevation view of embodiment 3 of the present utility model;
[0027] Figure 11 This is an example of a plan view of embodiment 3 of the present utility model;
[0028] Figure 12 This is an example of a three-dimensional diagram of a transverse connecting member in Example 3 of the present utility model;
[0029] Figure 13 This is an example of a cross-sectional view of embodiment 4 of the present utility model;
[0030] Figure 14 This is an example of the elevation view of embodiment 4 of the present utility model;
[0031] Figure 15 This is an example of a plan view of embodiment 4 of the present utility model;
[0032] Figure 16 This is an example of a three-dimensional diagram of a transverse connector in Example 4 of the present utility model;
[0033] Figure 17 This is an example of a cross-sectional view of embodiment 5 of the present utility model;
[0034] Figure 18 This is an example of the elevation view of embodiment 5 of the present utility model;
[0035] Figure 19 This is an example of a plan view of embodiment 5 of the present utility model.
[0036] Reference numerals
[0037] 1. Three-corrugated beam plate; 2. Column; 3. Folded plate type anti-blocking block; 4. Straight plate type anti-blocking block; 5. Pipe; 6. Pavement; 7. Horizontal oblong hole; 8. Flat plate; 9. Straight surface; 10. Flat plate; 11. Front plate; 12. Web plate; 13. Top plate. DETAILED DESCRIPTION
[0038] The present invention will be further described in detail below with reference to the following examples and specific implementation methods. However, this should not be construed as limiting the scope of the present invention to the following examples. All technologies implemented based on the present invention fall within the scope of the present invention.
[0039] like Figure 1-4 Shown are the cross-sectional, elevational, plan, and transverse connector perspective views of Example 1 of the present invention, a lightweight, high-strength corrugated beam guardrail structure for a central median, comprising three corrugated beam plates 1, columns 2, and transverse connectors. The three corrugated beam plates 1 on either side are anchored to the columns via the transverse connectors. The transverse connectors are symmetrically structured, conforming to the grooves of the three corrugated beam plates 1 on either side and bolted to them. The columns 2 are bolted to the transverse connector pipes 5, which are then anchored to the road surface 6 at intervals.
[0040] When the transverse connecting member is a folding plate type anti-obstruction block 3, it is composed of two front parts welded with a pipe 5. The front part of the folding plate type anti-obstruction block 3 is composed of two upper and lower straight surfaces 9 with shorter lengths, a straight plate 10 with longer length in the middle, and two upper and lower flat plates 8 bent together. A transverse oblong hole 7 is provided on the straight plate 10. The top-view cross-sectional shape of the flat plate 8 is a trapezoid with a narrow front and a wide rear. The position of the front part is higher than that of the pipe 5 in vertical height.
[0041] When the column 2 is a round tube, the pipe 5 of the transverse connector 3 is also a round tube. The pipe 5 is provided with 6 round holes and is bolted to the column 2.
[0042] The two flat plates 8 are arranged parallel to the upper and lower sides of the pipe 5 .
[0043] The columns 2 are anchored by piling.
[0044] The three-corrugated beam plate 1, the columns 2, and the transverse connectors 3 are made of one of ordinary carbon steel, alloy steel, and weathering steel.
[0045] like Figure 5-8Shown are the cross-sectional, elevational, plan, and transverse connector perspective views of Example 2 of the present invention, a lightweight, high-strength corrugated beam guardrail structure for a central median, comprising three corrugated beam plates 1, columns 2, and transverse connectors. The three corrugated beam plates 1 on either side are anchored to the columns via the transverse connectors. The transverse connectors are symmetrically structured, conforming to the grooves of the three corrugated beam plates 1 on either side and bolted to them. The columns 2 are bolted to the transverse connector pipes 5, which are then anchored to the road surface 6 at intervals.
[0046] When the transverse connecting member is a folding plate type anti-obstruction block 3, it is composed of two front parts welded with a pipe 5. The front part of the folding plate type anti-obstruction block 3 is composed of two upper and lower straight surfaces 9 with shorter lengths, a straight plate 10 with longer length in the middle, and two upper and lower flat plates 8 bent together. A transverse oblong hole 7 is provided on the straight plate 10. The top-view cross-sectional shape of the flat plate 8 is a trapezoid with a narrow front and a wide rear. The position of the front part is higher than that of the pipe 5 in vertical height.
[0047] When the upright column 2 is a square tube, the pipe 5 of the transverse connector 3 is also a square tube. The pipe 5 is provided with 6 round holes and is bolted to the upright column 2 .
[0048] The two flat plates 8 are arranged parallel to the upper and lower sides of the pipe 5 .
[0049] The columns 2 are installed by embedding them in concrete.
[0050] The three-corrugated beam plate 1, the columns 2, and the transverse connectors 3 are made of one of ordinary carbon steel, alloy steel, and weathering steel.
[0051] like Figure 9-12 Shown are the cross-sectional, elevational, plan, and transverse connector perspective views of Example 3 of the present invention, a lightweight, high-strength corrugated beam guardrail structure for a central median, comprising three corrugated beam plates 1, columns 2, and transverse connectors. The three corrugated beam plates 1 on either side are anchored to the columns via the transverse connectors. The transverse connectors are symmetrically structured, conforming to the grooves of the three corrugated beam plates 1 on either side and bolted to them. The columns 2 are bolted to the transverse connector pipes 5, which are then anchored to the road surface 6 at intervals.
[0052] When the transverse connecting member is a straight plate type anti-obstruction block 4, it is bent into shape by a front plate 11, a web 12, and a top plate 13. The front plate 11 of the straight plate type anti-obstruction block 4 is provided with transverse oblong holes 7 for bolting to the three corrugated beam plates 1 on both sides. The web 12 of the straight plate type anti-obstruction block 4 is provided with multiple transverse oblong holes 7 for bolting to the columns 2.
[0053] The columns 2 are anchored by piling.
[0054] The three-corrugated beam plate 1, the columns 2, and the transverse connectors 3 are made of one of ordinary carbon steel, alloy steel, and weathering steel.
[0055] like Figure 13-15 Shown are the cross-sectional, elevational, plan, and transverse connector perspective views of Example 3 of the present invention, a lightweight, high-strength corrugated beam guardrail structure for a central median, comprising three corrugated beam plates 1, columns 2, and transverse connectors. The three corrugated beam plates 1 on either side are anchored to the columns via the transverse connectors. The transverse connectors are symmetrically structured, conforming to the grooves of the three corrugated beam plates 1 on either side and bolted to them. The columns 2 are bolted to the transverse connector pipes 5, which are then anchored to the road surface 6 at intervals.
[0056] When the transverse connecting member is a folding plate type anti-obstruction block 3, it is composed of two front parts welded with a pipe 5. The front part of the folding plate type anti-obstruction block 3 is composed of two upper and lower straight surfaces 9 with shorter lengths, a straight plate 10 with longer length in the middle, and two upper and lower flat plates 8 bent together. A transverse oblong hole 7 is provided on the straight plate 10. The top-view cross-sectional shape of the flat plate 8 is a rectangle with consistent width at the front and rear, and the position of the front part is higher than that of the pipe 5 in vertical height.
[0057] When the column 2 is a round tube, the pipe 5 of the transverse connector 3 is also a round tube. The pipe 5 is provided with 6 round holes and is bolted to the column 2.
[0058] The two flat plates 8 are arranged parallel to the upper and lower sides of the pipe 5 .
[0059] The column 2 is installed by means of a flange.
[0060] The three-corrugated beam plate 1, the columns 2, and the transverse connectors 3 are made of one of ordinary carbon steel, alloy steel, and weathering steel.
[0061] like Figure 16-18 Shown are cross-sectional, elevation, and plan views of Example 3 of the present invention, a lightweight, high-strength corrugated beam guardrail structure for a central median, comprising three corrugated beam plates 1, columns 2, and transverse connectors. The three corrugated beam plates 1 on either side are anchored to the columns via the transverse connectors. The transverse connectors are symmetrical and align with the grooves of the three corrugated beam plates 1 on either side for bolting. The columns 2 are bolted to the pipes 5 of the transverse connectors, which are then anchored to the road surface 6 at intervals.
[0062] When the transverse connecting member is a folding plate type anti-obstruction block 3, it is composed of two front parts welded with a pipe 5. The front part of the folding plate type anti-obstruction block 3 is composed of two upper and lower straight surfaces 9 with shorter lengths, a straight plate 10 with longer length in the middle, and two upper and lower flat plates 8 bent together. A transverse oblong hole 7 is provided on the straight plate 10. The top-view cross-sectional shape of the flat plate 8 is a rectangle with consistent width at the front and rear, and the position of the front part is higher than that of the pipe 5 in vertical height.
[0063] When the upright column 2 is a square tube, the pipe 5 of the transverse connector 3 is also a square tube. The pipe 5 is provided with 6 round holes and is bolted to the upright column 2 .
[0064] The two flat plates 8 are arranged parallel to the upper and lower sides of the pipe 5 .
[0065] The column 2 is installed by means of a pre-buried sleeve.
[0066] The three-corrugated beam plate 1, the columns 2, and the transverse connectors 3 are made of one of ordinary carbon steel, alloy steel, and weathering steel.
[0067] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention should be included in the scope of protection of the present invention.
Claims
1. A light-weight, high-strength corrugated beam guardrail structure for a central median, comprising three corrugated beam plates (1), columns (2), and transverse connectors, characterized in that: The three-corrugated beam plates (1) on both sides are anchored to the columns through transverse connectors, the transverse connectors are symmetrical in structure, the transverse connectors are aligned with the grooves of the three-corrugated beam plates (1) on both sides and are bolted, the columns (2) are inserted into the pipes (5) of the transverse connectors for bolting, and the columns (2) are anchored on the road surface (6) at intervals.
2. A light-weight and high-strength corrugated beam guardrail structure for a central median according to claim 1, characterized in that The transverse connecting member is divided into a folding plate type anti-blocking block (3) and a straight plate type anti-blocking block (4). When the transverse connecting member is a folding plate type anti-blocking block (3), it is composed of two front parts and a pipe (5) welded together. The front part of the folding plate type anti-blocking block (3) is composed of two upper and lower straight surfaces (9) with a shorter length, a straight plate (10) with a longer length in the middle, and two upper and lower flat plates (8) bent together. A transverse oblong hole (7) is provided on the straight plate (10). The cross-sectional shape of the flat plate (8) is a trapezoidal shape with a narrow front and a wide rear. or a rectangle with the same width at the front and rear, the front portion of which is higher than the position of the pipe (5) in vertical height; when the transverse connecting member is a straight plate type anti-blocking block (4), it is formed by bending the front plate (11), the web (12), and the top plate (13); the front plate (11) of the straight plate type anti-blocking block (4) is provided with a transverse oblong hole (7) for bolting to the three-corrugated beam plates (1) on both sides; the web (12) of the straight plate type anti-blocking block (4) is provided with a plurality of transverse oblong holes (7) for bolting to the columns (2).
3. The light-weight and high-strength corrugated beam guardrail structure for a central median according to claim 1 is characterized in that : The column (2) is a square tube or a round tube. When the column (2) is a round tube, the tube (5) of the transverse connector is also a round tube, and the tube (5) is provided with 6 round holes and is bolted to the column (2); when the column (2) is a square tube, the tube (5) of the transverse connector is also a square tube, and the tube (5) is provided with 6 round holes and is bolted to the column (2).
4. The light-weight and high-strength corrugated beam guardrail structure for a central median according to claim 1 is characterized in that : Two flat plates (8) are arranged parallel to the upper and lower sides of the pipe (5).
5. The light-weight and high-strength corrugated beam guardrail structure for a central median according to claim 1 is characterized by: The column (2) is installed by means of piling, flange, embedding in concrete, and pre-embedded sleeve.
6. The light-weight and high-strength corrugated beam guardrail structure for a central median according to claim 1, characterized in that: The three-corrugated beam plate (1), the columns (2), and the transverse connecting pieces are made of one of ordinary carbon steel, alloy steel, and weathering steel.