Mountain road saddle ground paving device for new energy wind power plant
By using foldable pavement devices and electro-hydraulic push rods in new energy wind power projects, the construction problems caused by steeper and narrow saddles are solved, and the effect of rapid installation and cost-saving is achieved.
Patent Information
- Application Number
- CN202411829044.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-12
- Publication Date
- 2025-03-14
AI Technical Summary
In new energy wind power projects, the steeper and narrower saddle terrain makes the road unable to be constructed, resulting in the cancellation of some cameras, affecting the calculation of wind resources and the guarantee of power generation.
A foldable pavement device composed of multiple rows of fixed steel plates is adopted, combined with electro-hydraulic push rods and cover plates, and is fixed to the mountain through anchors to form a pavement with adjustable length and angle, solving the problem of terrain complexity.
It realizes rapid installation and paving in narrow saddle-like terrain, saving construction period and budget, and avoiding the problem of giving up the camera position due to terrain problems.
Smart Images

Figure CN119615694A_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the field of road reconstruction, and in particular to a ground paving device at a saddle point of a mountain road used in a new energy wind farm. Background Art
[0002] In recent years, with the vigorous development of new energy, the limiting factors of various mountainous terrains have gradually emerged, especially in the saddles of steep mountainous terrains. Since the length of the transport vehicles of new energy wind power projects is about 25 to 28 meters, the hub width is about 5 meters, and the maximum load weight exceeds 100 tons, higher requirements are put forward for the design of new energy wind farm roads. According to statistics, some wind power projects have cancelled the construction of roads because some machine positions are narrow and steep at the saddle of the mountain, which not only affects the calculation of wind resources for the entire project, but also affects the guarantee of power generation. At present, the most common way to deal with this kind of terrain is to build retaining walls. However, when facing higher and steeper terrain, the amount of engineering work of the retaining walls is very large, which puts great pressure on the budget of wind power project roads. Summary of the invention
[0003] The object of the present invention is to provide a ground paving device for mountain road saddles in new energy wind farms, thereby solving the above-mentioned problems existing in the prior art.
[0004] In order to achieve the above-mentioned purpose, the technical solution adopted by the present invention is as follows: a saddle paving device for mountain roads in new energy wind farms, including a foldable pavement composed of multiple rows and columns of fixed steel plates, guardrails are arranged on both sides of the upper side along the length of the foldable pavement, the guardrails are connected to both sides of the road and are unfolded upward, and covering plates are arranged on both sides of the lower side along the length of the foldable pavement, the covering plates are connected to both sides of the road, and extend downward along the slope, a plurality of reserved holes are opened on the covering plates, and anchor rods are embedded in the mountain through the reserved holes of the covering plates to fix the covering plates to both sides of the road, and an electro-hydraulic push rod is attached to each fixed steel plate of the foldable pavement, and the electro-hydraulic push rod extends downward to contact and support the mountain when there is a gap between the foldable pavement and the mountain.
[0005] The length and angle of the foldable road surface are adjustable, and the fixed steel plates are connected by foldable hinges, so that the road surfaces of different lengths and widths can be combined according to the terrain.
[0006] The fixed steel plate is welded by an upper steel plate and a lower steel plate, two I-beams in a well shape are welded horizontally and vertically between the two steel plates, and the foldable hinge is embedded in the edge of the fixed steel plate.
[0007] The upper and lower steel plates are formed by welding two 3-6 cm thick square steel plates at a distance of 20-30 cm.
[0008] The cover plate is formed by splicing a plurality of steel plates through movable hinges and can be folded and the angle can be controlled.
[0009] The cover plate can be embedded in the interior of the mountain at an acute angle to the foldable road surface.
[0010] The beneficial effects of the present invention are: the prefabricated splicing technology is adopted, and the paving can be quickly installed in a narrow saddle-shaped terrain, which not only saves construction time, but also can be reused. Compared with the traditional retaining wall solution, it saves budget and solves the problem of abandoning the machine position due to terrain problems. BRIEF DESCRIPTION OF THE DRAWINGS
[0011] Figure 1 This is the overall layout diagram of the ground paving device at the saddle of a mountain road used in a new energy wind farm according to the present invention;
[0012] Figure 2 It is a top view of the foldable road surface of the ground paving device at the saddle of a mountain road used in a new energy wind farm according to the present invention;
[0013] Figure 3 It is a side view of a foldable road surface of a ground paving device at a saddle of a mountain road used in a new energy wind farm according to the present invention;
[0014] Figure 4 This is a large-scale drawing of the electro-hydraulic push rod of the ground paving device at the saddle of a mountain road in a new energy wind farm according to the present invention.
[0015] In the figure: 1. Foldable pavement; 2. Covering plate; 3. Reserved hole; 4. Guardrail baffle; 5. Foldable hinge; 6. Electro-hydraulic push rod; 7. I-beam; 8. Fixed steel plate; 9. Electro-hydraulic push rod base; 10. Support rod. DETAILED DESCRIPTION
[0016] In order to make the purpose, technical solution and advantages of the present invention more clearly understood, the present invention is further described in detail below in conjunction with the accompanying drawings. It should be understood that the specific implementation methods described herein are only used to explain the present invention and are not used to limit the present invention.
[0017] In the description of the present invention, it should be noted that the orientations or positional relationships indicated by terms such as “upper”, “middle”, “lower”, “inside”, “outside”, and “both sides” are based on the orientations or positional relationships shown in the accompanying drawings, and are only simplified descriptions for the convenience of describing the present invention, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present invention.
[0018] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "provided with", "connected", etc. should be understood in a broad sense. For example, "connected" can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.
[0019] like Figure 1-4 As shown, the saddle paving device for mountain roads in new energy wind farms of the present invention comprises a foldable road surface 1 composed of multiple rows and columns of fixed steel plates 8, guardrails 4 are arranged on both sides of the upper side along the length direction of the foldable road surface 1, the guardrails 4 are connected to both sides of the road and unfold upward, and covering plates 2 are arranged on both sides of the lower side along the length direction of the foldable road surface 1, the covering plates 2 are connected to both sides of the road and extend downward along the slope, a plurality of reserved holes 3 are opened on the covering plates 2, anchor rods are embedded in the mountain through the reserved holes 3 of the covering plates to fix the covering plates 2 to both sides of the road, and an electro-hydraulic push rod 6 is attached to each fixed steel plate 8 of the foldable road surface 1, and the electro-hydraulic push rod 6 extends downward to contact and support the mountain when there is a gap between the foldable road surface 1 and the mountain.
[0020] The length and angle of the foldable pavement 1 are adjustable, and the fixed steel plates are connected by foldable hinges 5, so that pavements of different lengths and widths can be formed according to the terrain.
[0021] The fixed steel plate 8 is welded by an upper steel plate and a lower steel plate, and two I-beams in a well shape are welded horizontally and vertically between the two steel plates, and the edges of the fixed steel plates can be embedded in the foldable hinges.
[0022] The upper and lower steel plates are formed by welding two 3-6 cm thick square steel plates at a distance of 20-30 cm.
[0023] The cover plate 2 is formed by splicing a plurality of steel plates through movable hinges, and can be folded and controlled in angle. The cover plate 2 can form an acute angle with the foldable road surface 1 and be embedded in the mountain.
[0024] Specifically, the ground paving device for the saddle of a mountain road used in a new energy wind farm in this embodiment includes a foldable road surface 1, an electro-hydraulic push rod 6, a covering plate 2, an anchor rod, and a baffle 4. The foldable road surface 1 is connected by fixed steel plates 8 through a foldable hinge 5, and each fixed steel plate 8 is welded by two upper and lower steel plates and an I-beam 7 that plays a supporting role in the middle; according to the depth of the mountain saddle, an electro-hydraulic push rod 6 with a telescopic length of the support rod 15 matching the depth of the mountain saddle is selected, and the electro-hydraulic push rod base 14 is connected to the upper steel plate of the fixed steel plate 8 by bolts; according to the width and length of the mountain saddle, the number and arrangement and combination of fixed steel plates 8 are selected, and connected through foldable hinges 5. After the foldable pavement 1 is laid, the electro-hydraulic push rod 6 is controlled to start working until the support rod 15 contacts the mountain and plays a supporting role; the electro-hydraulic push rod 6 is placed at the center of the foldable pavement 1, and one is attached to each fixed steel plate 8; the cover plate 2 is connected to the fixed steel plate 8 through the foldable hinge 5, and the cover plate 2 is arranged on both sides of the foldable pavement 1 and extends downward along the slope; after the cover plate 2 is laid, the anchor rod is driven into the mountain through the reserved hole 3 of the cover plate 2. The baffle 4 is connected to both sides of the foldable pavement 1 and unfolded upward; the anchor rod is embedded in the mountain through the reserved hole 3 of the cover plate, and the guardrail baffle 4 is also connected to the foldable pavement 1 through the foldable hinge 5 and unfolded upward along the foldable pavement 1.
[0025] The extended length and width of the prefabricated foldable pavement 1 are determined according to the length and width of the saddle. The length of the covering plate 2 is consistent with the length of the foldable pavement 1. The downward extended width can be determined by calculating the number of anchor rods required based on the weight of the vehicle that the foldable pavement 1 needs to bear. The electro-hydraulic push rod 6 can be replaced freely. According to the maximum transport weight, the electro-hydraulic push rod 6 model with appropriate supporting weight and the telescopic length of the support rod 15 adapted to the depth of the saddle is selected.
[0026] In this embodiment, the foldable pavement 1 is formed by eight double-layer square fixed steel plates 8 with a side length of 1 to 1.5 meters, which are spliced together by foldable hinges 5. The upper and lower layers of square fixed steel plates 8 are 4 to 6 cm thick, and the foldable pavement is 30 to 40 cm thick. Four I-beams 7 are welded in a "well" shape between the two square fixed steel plates 8, with a height of 25-35 cm.
[0027] In this embodiment, the electro-hydraulic push rod 6 is an electro-hydraulic push rod of model DYT8000I produced by Shenli Electric Push Rod Co., Ltd., the telescopic length of the support rod 15 is 0.5 to 2.5 meters, and the supporting weight of a single electro-hydraulic push rod 6 is 5 to 8 tons.
[0028] In this embodiment, the covering plate 2 is composed of sixteen single-layer square fixed steel plates 8 with a side length of 0.8 to 1.2 meters spliced together by foldable hinges 5. The thickness of the square fixed steel plates 8 is 2 to 4 cm. Anchor holes 3 are reserved in the middle position and are arranged in four rows, with four plates in each row.
[0029] In this embodiment, the anchor rod is a HRB335 threaded steel bar with a diameter of 18 to 22 cm and a length of 2.5 m.
[0030] In this embodiment, before paving the foldable road surface 1, the on-site terrain is firstly simply leveled to ensure the stability of the electro-hydraulic push rod 6 when subjected to force.
[0031] In this embodiment, the guardrail baffle 4 is in a wave shape, has a length consistent with the foldable road surface 1, and has a thickness of 2-4 cm.
[0032] By adopting the above technical solution disclosed in the present invention and the prefabrication paving method, not only a large amount of retaining wall engineering is saved, but also the construction is simple, the construction period is short, and the materials can be reused, which reduces the construction budget of the mountain wind power project road to a certain extent.
[0033] The above is only a preferred embodiment of the present invention. It should be pointed out that for ordinary technicians in this technical field, several improvements and modifications can be made without departing from the principle of the present invention. These improvements and modifications should also be considered as the scope of protection of the present invention.
Claims
1. A saddle paving device for mountain roads in new energy wind farms, characterized in that: The invention comprises a foldable road surface (1) composed of a plurality of rows and columns of fixed steel plates (8), guardrails (4) are arranged on both sides of the upper side along the length direction of the foldable road surface (1), the guardrails (4) are connected to both sides of the road and are extended upwards, covering plates (2) are arranged on both sides of the lower side along the length direction of the foldable road surface (1), the covering plates (2) are connected to both sides of the road and extend downwards along the slope, a plurality of reserved holes (3) are opened on the covering plates (2), anchor rods are embedded in the mountain through the reserved holes (3) of the covering plates to fix the covering plates (2) on both sides of the road, and an electro-hydraulic push rod (6) is attached to each fixed steel plate (8) of the foldable road surface (1), and the electro-hydraulic push rod (6) extends downwards to contact and support the mountain when there is a gap between the foldable road surface (1) and the mountain.
2. The saddle paving device for mountain roads in a new energy wind farm according to claim 1 is characterized in that: The length and angle of the foldable pavement (1) are adjustable, and the fixed steel plates are connected by foldable hinges (5), so that pavements of different lengths and widths can be formed according to the terrain.
3. The saddle paving device for mountain roads in a new energy wind farm according to claim 1 is characterized in that: The fixed steel plate (8) is welded by an upper steel plate and a lower steel plate, two I-beams in a crisscross shape are welded horizontally and vertically between the two steel plates, and the edges of the fixed steel plates are embedded in the foldable hinges.
4. The saddle paving device for mountain roads in a new energy wind farm according to claim 3 is characterized in that: The upper and lower steel plates are formed by welding two 3-6 cm thick square steel plates at a distance of 20-30 cm.
5. The ground paving device at the saddle of a mountain road for a new energy wind farm according to claim 1 is characterized in that: The cover plate (2) is formed by splicing a plurality of steel plates through movable hinges and can be folded and the angle can be controlled.
6. The ground paving device at the saddle of a mountain road for a new energy wind farm according to claim 7 is characterized in that: The cover plate (2) can form an acute angle with the foldable road surface (1) and be embedded in the interior of the mountain.