Mountainous wind power construction supporting structure
By using deformable telescopic frame components and multi-layer positioning components, combined with frame positioning components and support frames, the problems of fixation and stability of support structures for wind power construction in mountainous areas have been solved, enabling flexible adaptation to mountainous terrain and improving construction safety.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- SHANXI LINGXIANG CONSTRUCTION ENGINEERING CO LTD
- Filing Date
- 2025-07-09
- Publication Date
- 2026-05-26
AI Technical Summary
Existing support structures for mountain wind power construction are highly fixed in mountainous environments, making it difficult to adjust them according to the terrain and increasing support stability to cope with landslide risks.
The system employs deformable telescopic frame components and multi-layered installation positioning parts, combined with frame positioning components and support frames. By adjusting the angle and number of intersecting rods, it adapts to mountainous terrain and enhances support stability.
It achieves flexible adaptation of the support structure, improves stability and construction safety in mountainous environments, expands the scope of application, and enhances the support effect on landslides.
Smart Images

Figure CN224281319U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of mountain wind power construction technology, specifically to a support structure for mountain wind power construction. Background Technology
[0002] With the development of wind resources in plains reaching saturation, wind power construction in my country is gradually shifting to mountainous and high-altitude areas. Mountain wind farms are characterized by high wind speeds and strong turbulence, which are conducive to power generation. However, in the construction of mountain wind power projects, which are usually located in steep or unstable mountainous areas, debris flow, rockfalls, and slope slippage may occur during the operation, which can seriously threaten construction safety and subsequent operation. Mountain wind power construction support structures can provide the necessary stability and avoid geological disasters such as landslides and collapses.
[0003] Existing support structures for mountain wind power construction are relatively fixed, but they are limited in their application to mountainous environments. They are not easily adjusted and adapted to the terrain, nor are they easy to increase the stability of the support based on the intensity of potential landslides. Utility Model Content
[0004] The purpose of this utility model is to provide a support structure for mountain wind power construction, in order to solve the problems mentioned above in the background art. The existing support structures for mountain wind power construction are relatively fixed, but they are prone to limitations in mountainous environments. They are not easy to adjust and adapt to the mountainous terrain, nor are they easy to increase the stability of the support according to the intensity of possible landslides.
[0005] To achieve the above objectives, this utility model provides the following technical solution: a support structure for mountain wind power construction, comprising a frame positioning component and a support frame mechanism, wherein the support frame mechanism comprises a telescopic frame component and a top-pressure component, wherein the frame positioning component is provided in multiple sets, each corresponding to a group of combined rings in the telescopic frame component, wherein the frame positioning component comprises a fixed seat and an installation positioning component, the combined rings are installed between the fixed seat and the installation positioning component, and the top-pressure component is installed on the combined rings on one side of the telescopic frame component.
[0006] Preferably, the combined ring has a through hole, and a sleeve is provided below the mounting and positioning member. The sleeve passes through the through hole of the combined ring and is threadedly connected to the fixing seat below.
[0007] Preferably, the upper surface of the mounting positioning component has a slot hole that mates with the sleeve column, multiple sets of mounting positioning components are installed above the fixed seat, adjacent sets of mounting positioning components are threaded together, the number of the support frame mechanism is the same as the number of mounting positioning components installed on the same fixed seat, and the combined ring component of the non-lowest layer support frame mechanism is installed between adjacent sets of mounting positioning components.
[0008] Preferably, the telescopic frame assembly includes collars and support rods. Three collars and two support rods form a set of cross members. The two sets of cross members are combined vertically and horizontally. The two sets of cross members are connected by a corresponding hinged collar located in the middle. The two sets of cross members are arranged horizontally and connected. The connection between the two is connected by a collar located at the end.
[0009] Preferably, the telescopic frame assembly further includes a central seat, and a central seat is provided between all corresponding upper and lower collars. The central seat is connected to the collars above and below by bearings. Each combined ring component consists of one central seat and two collars.
[0010] Preferably, the support frame mechanism further includes a distance fixing component, which includes a second fixed rod, a second movable rod, and a second limiting member. The second movable rod is sleeved inside the second fixed rod. The other ends of the second movable rod and the second fixed rod are respectively fixedly installed on the center seats of two adjacent sets of combined rings. The second limiting member is threadedly connected and passes through the side wall of the second fixed rod.
[0011] Preferably, the top pressure assembly includes a connecting seat, a top pressure plate, and a ball joint. The connecting seat is mounted on the center seat of the combined ring, and the top pressure plate is mounted on the connecting seat via the ball joint connected thereto.
[0012] Preferably, a support frame is installed below the frame positioning component. The support frame includes a base plate, a first fixed rod, a first movable rod, a first limiting member, and a top plate. One end of the first fixed rod is fixed to the base plate, and the other end is connected to the first movable rod. The first movable rod is sleeved through the interior of the first fixed rod. The other end of the first movable rod is fixedly connected to the top plate. The bottom of the fixed seat is fixedly connected to the top plate. The first limiting member is threaded and passes through the side wall of the first fixed rod.
[0013] Compared with the prior art, the beneficial effects of this utility model are:
[0014] 1. This utility model, through the setting of the telescopic frame assembly, allows for the arrangement of multiple sets of intersecting rods according to the installation environment, and the connection and combination of corresponding positions to form a whole telescopic frame assembly. The telescopic frame assembly can be deformable, and the length and width of the telescopic frame assembly can be adjusted by adjusting the included angle between the intersecting rods. This is achieved not only by the modular installation method between the intersecting rods of the telescopic frame assembly, but also by the adjustment method of length and width by changing the included angle of the telescopic frame assembly. The combination of these two methods allows for comprehensive adjustment based on the mountainous terrain, the width of the retaining wall, and the length and width requirements of the construction platform, thereby expanding the applicability of the device and improving its practicality.
[0015] 2. By installing positioning components, this utility model allows for the installation of multiple layers of telescopic frame assemblies on top of the bottom positioning components. Each layer of positioning components fixes one set of telescopic frame assemblies, increasing the number of telescopic frame assemblies in the longitudinal direction. On the one hand, the resulting structural frame is more stable and less prone to deformation under reverse force from one side. On the other hand, the number of telescopic frame assemblies can be matched with the height of the retaining wall to ensure that the support of the telescopic frame assemblies on one side of the retaining wall is evenly distributed, increasing the contact area and thus improving the support effect on the retaining wall that may be affected by landslides, thereby improving the safety of construction. Attached Figure Description
[0016] Figure 1 This is a schematic diagram of the wind power construction support structure of this utility model.
[0017] Figure 2 This is a schematic diagram of the frame positioning component structure of this utility model.
[0018] Figure 3 This is a schematic diagram of the support frame mechanism of this utility model.
[0019] Figure 4 This is a schematic diagram of the cross member structure of this utility model.
[0020] Figure 5 This is a schematic diagram of the combined ring structure of this utility model.
[0021] Figure 6 This is a schematic diagram of the distance fixing component of this utility model.
[0022] Figure 7 This is a schematic diagram of the top pressure component structure of this utility model.
[0023] Figure 8 This is a schematic diagram of the support frame structure of this utility model.
[0024] In the diagram: 1. Support frame; 11. Base plate; 12. First fixed rod; 13. First movable rod; 14. First limiting member; 15. Top plate; 2. Frame positioning assembly; 21. Fixed seat; 22. Installation positioning member; 221. Sleeve column; 3. Support frame mechanism; 31. Telescopic frame assembly; 311. Collar; 312. Support rod; 313. Center seat; 3131. Bearing; 32. Distance fixing assembly; 321. Second fixed rod; 322. Second movable rod; 323. Second limiting member; 33. Top pressure assembly; 331. Connecting seat; 332. Top pressure plate; 333. Ball joint. Detailed Implementation
[0025] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.
[0026] One embodiment provided by this utility model: as follows Figure 1 As shown, a support structure for mountain wind power construction includes a support frame 1, a frame positioning component 2, and a support frame mechanism 3.
[0027] like Figure 2 and Figure 3 As shown, the frame positioning component 2 includes a fixed base 21 and an installation positioning component 22, and the support frame mechanism 3 includes a telescopic frame component 31, a distance fixing component 32, and a top pressing component 33.
[0028] like Figure 4 and Figure 5 As shown, the telescopic frame assembly 31 includes collars 311 and support rods 312. Three collars 311 and two support rods 312 form a set of intersecting members. Support rods 312 are arranged between adjacent collars 311. The two sets of intersecting members are combined vertically and horizontally, and are connected by corresponding hinges on the middle collars 311. The two sets of intersecting members are arranged laterally and connected by vertical hinges on the end collars 311. Multiple sets of intersecting members can be arranged according to the installation environment and connected in corresponding positions to form a whole telescopic frame assembly 31. This assembly can be deformable, and the length and width of the telescopic frame assembly 31 can be adjusted by adjusting the included angle between the intersecting members. One side of the telescopic frame assembly 31 supports the retaining wall, while a platform for mountain wind power construction is built on top of the telescopic frame assembly 31. Therefore, considering not only the modular installation method between the cross members of the telescopic frame assembly 31, but also the adjustment method of the included angle and length and width of the telescopic frame assembly 31, the two methods are combined to achieve comprehensive adjustment based on the mountain terrain, the width of the retaining wall, and the length and width requirements of the construction platform, thereby expanding the applicability of the device and improving its practicality.
[0029] When the telescopic frame assembly 31 is transported before installation or stored for reuse, its size can be adjusted to change the length of the telescopic frame assembly 31 to a state where the length is large and the width is small, or vice versa. The slender state occupies less space than the unfolded state, thus facilitating transportation and storage.
[0030] The telescopic frame assembly 31 also includes a center seat 313. When connecting all intersecting members, whether it's a middle collar 311 or a collar 311 at the end of the intersecting member, a center seat 313 is provided between all corresponding upper and lower collars 311. The upper and lower collars 311 are connected through the center seat 313, which is connected to the collars 311 via a bearing 3131. Therefore, regardless of whether the upper and lower collars 311 are rotating, the center seat 313 can remain stationary and not rotate with the collars 311.
[0031] At the intersection of the cross members, a central seat 313 is combined with two collars 311 to form a combined ring member. The frame positioning assembly 2 is provided in multiple sets, each corresponding to a combined ring member in the telescopic frame assembly 31.
[0032] like Figure 2 As shown, when the frame positioning component 2 is connected to the telescopic frame component 31, the combined ring of the telescopic frame component 31 is installed between the fixed seat 21 and the mounting positioning component 22. The collar 311 of the combined ring and the center seat 313 have through holes of the same diameter and coaxiality. A sleeve 221 is provided below the mounting positioning component 22, which passes through the through hole of the combined ring and is threaded to the fixed seat 21 below. When the mounting positioning component 22 is tightened relative to the fixed seat 21, the height of the sleeve 221 between them matches the height of the combined ring. By using the mounting positioning component 22, each combined ring of the telescopic frame component 31 is connected to the corresponding fixed seat 21. When the fixed seats 21 are all at the same height, the limiting of the mounting positioning component 22 can keep the telescopic frame component 31 stable at the same horizontal height, making it difficult for it to move up and down.
[0033] The upper surface of the mounting positioning component 22 has a slot that mates with the sleeve 221. Multiple sets of mounting positioning components 22 can be installed above the fixing base 21. Adjacent sets of mounting positioning components 22 are threaded together. The number of support frame mechanisms 3 is the same as the number of mounting positioning components 22 installed on the same fixing base 21. The combined ring component of the non-lowest support frame mechanism 3 is installed between adjacent sets of mounting positioning components 22. When the previous mounting positioning component 22 is tightened relative to the next mounting positioning component 22, the height of the sleeve 221 between them matches the height of the combined ring component. In the same manner as described above, multiple layers of telescopic frame assemblies 31 can be installed on top of the positioning component 22 at the bottom. Each layer of positioning component 22 fixes one set of telescopic frame assemblies 31. Depending on the intensity of the potential landslide, the number of telescopic frame assemblies 31 can be increased longitudinally. On the one hand, the resulting structural frame is more stable and less prone to deformation after being subjected to reverse force from one side. On the other hand, the number of telescopic frame assemblies 31 can be matched with the height of the retaining wall to ensure that the support of the telescopic frame assemblies 31 on one side of the retaining wall is evenly distributed, increasing the contact area and thus improving the support effect on the retaining wall that may be affected by landslides, thereby improving the safety of construction.
[0034] In the telescopic frame assembly 31, which consists of multiple sets of intersecting rods, if only an upper or lower collar 311 is present at the end, an additional collar 311 and a center seat 313 are installed to form a complete combined ring assembly. This assembly is aligned with the combined ring assemblies at other intersections, ensuring the telescopic frame assembly 31 remains balanced and stable when the positioning elements 22 are fixed at the same level. Furthermore, the tops of all positioning elements 22 at that level are at the same height. Therefore, the platform built upon the uppermost positioning elements 22 remains stable.
[0035] like Figure 6 As shown, the distance fixing component 32 includes a second fixed rod 321, a second movable rod 322, and a second limiting member 323. The second movable rod 322 is sleeved and passes through the second fixed rod 321. The other two ends of the second movable rod 322 and the second fixed rod 321 are respectively fixedly installed on the center seats 313 of two adjacent sets of combined rings. The second limiting member 323 is threaded and passes through the side wall of the second fixed rod 321.
[0036] All the required telescopic frame components 31 are installed together with the frame positioning component 2. The included angle of the telescopic frame components 31 is adjusted. When the included angle of the telescopic frame components 31 changes, the second fixed rod 321 and the second movable rod 322 installed between adjacent center seats 313 slide relative to each other. After the length and width of the overall frame of the telescopic frame components 31 are matched with the construction conditions and the structural shape is determined, the second fixed rod 321 and the second movable rod 322 are fixed relative to each other. With the second limiting member 323 tightened, one end of the second limiting member 323 inside the second fixed rod 321 abuts against the second movable rod 322, thereby making the frame of the telescopic frame components 31 form a stable and unchanging state. The telescopic frame components 31 remain in a fixed state, which facilitates the next step of connecting and fixing the frame positioning component 2 with the support frame 1, making the installation process stable and preventing the support frame 1 from shifting due to the movement of the telescopic frame components 31. Meanwhile, the combination of the distance fixing component 32 and the telescopic frame component 31 creates multiple triangular areas in the frame, making it more stable under stress and providing better support. When providing support, the distance fixing component 32 supports each central seat 313 of the telescopic frame component 31, thus maintaining the position of the central seat 313. This also prevents the support frame 1 connected to each central seat 313 from being easily affected by minor terrain changes, thereby ensuring the entire telescopic frame component 31 remains strong and stable, guaranteeing safety during construction.
[0037] like Figure 7 As shown, the top pressure component 33 is installed on the combined rings on one side of the telescopic frame assembly 31. According to the positioning of the top pressure component 33 of the support frame mechanism 3 against the retaining wall, anchor rods are installed at the mountain points directly below all the fixed seats 21. Support frames 1 are then installed below all the frame positioning components 2. Each support frame 1 is adjusted to a suitable height according to the slope of the mountain, thus serving as the connection between the anchor rods and the fixed seats 21. The anchor rods and support frames 1 ensure that the support frame mechanism 3 is stably fixed to the mountain. Each combined ring of the support frame mechanism 3 is a support and fixing point. The distribution of the combined rings makes the support effect of the support frame mechanism 3 on the retaining wall more stable, and also ensures that a stable platform can be built above the support frame mechanism 3 to facilitate wind power construction.
[0038] like Figure 8As shown, the support frame 1 includes a base plate 11, a first fixed rod 12, a first movable rod 13, a first limiting member 14, and a top plate 15. One end of the first fixed rod 12 is fixed to the base plate 11, and the other end is connected to the first movable rod 13. The first movable rod 13 is sleeved inside the first fixed rod 12, and the other end of the first movable rod 13 is fixedly connected to the top plate 15. The bottom of the fixed seat 21 is fixedly connected to the top plate 15. The first limiting member 14 is threaded and passes through the side wall of the first fixed rod 12. When the height of the support frame 1 is adjusted, the first movable rod 13 can drive the top plate 15 to move up and down relative to the first fixed rod 12. When the top plate 15 reaches a position that matches the height of the fixed seat 21, the first limiting member 14 is tightened. One end of the first limiting member 14 inside the first fixed rod 12 abuts against the first movable rod 13, realizing the relative fixation of the first fixed rod 12 and the first movable rod 13, and the support frame 1 achieves a stable support effect.
[0039] like Figure 7 As shown, the top pressure assembly 33 includes a connecting seat 331, a top pressure plate 332, and a spherical connector 333. The connecting seat 331 is installed on the center seat 313 of the combined ring on one side of the telescopic frame assembly 31. The top pressure plate 332 is connected to the connecting seat 331 via the spherical connector 333. After the support frame mechanism 3 is installed, the side of all telescopic frame assemblies 31 closest to the retaining wall is abutted against the vertical surface of the retaining wall by the top pressure plate 332. Each top pressure plate 332 on all telescopic frame assemblies 31 is evenly distributed against the surface of the retaining wall. Once a landslide or other landslide occurs, debris and falling rocks will be squeezed onto the other side of the retaining wall, and the stable structure of the support frame mechanism 3 can support the retaining wall. Since the top pressure plate 332 and the connecting seat 331 are connected by a ball joint 333, even if the surface of the retaining wall is not flat, the surface of the top pressure plate 332 of the support frame mechanism 3 can follow the direction of the retaining wall at the contact position as much as possible, increasing the contact area between the top pressure plate 332 and the retaining wall and improving the support stability.
[0040] The above are merely embodiments of this utility model, and common knowledge regarding specific structures and characteristics in the solutions has not been described in detail here. It will be apparent to those skilled in the art that this utility model is not limited to the details of the above exemplary embodiments, and that it can be implemented in other specific forms without departing from the spirit or essential characteristics of this utility model. Therefore, the embodiments should be considered exemplary and non-limiting in all respects, and the scope of this utility model is defined by the appended claims rather than the foregoing description. Therefore, it is intended that all variations falling within the meaning and scope of equivalents of the claims be included within this utility model. No reference numerals in the claims should be construed as limiting the scope of the claims.
Claims
1. A support structure for mountain wind power construction, characterized in that: The support frame mechanism (3) includes a frame positioning component (2) and a support frame mechanism (3). The support frame mechanism (3) includes a telescopic frame assembly (31) and a top pressing component (33). The frame positioning component (2) is provided in multiple sets, each corresponding to a combination ring in the telescopic frame assembly (31). The frame positioning component (2) includes a fixed seat (21) and an installation positioning component (22). The combination ring is installed between the fixed seat (21) and the installation positioning component (22). The top pressing component (33) is installed on the combination ring on one side of the telescopic frame assembly (31).
2. The support structure for mountain wind power construction according to claim 1, characterized in that: The combined ring has a through hole, and a sleeve (221) is provided below the mounting positioning member (22). The sleeve (221) passes through the through hole of the combined ring and is threadedly connected to the fixing seat (21) below.
3. The support structure for mountain wind power construction according to claim 2, characterized in that: The upper surface of the mounting positioning component (22) is provided with a slot hole that mates with the sleeve column (221). Multiple sets of mounting positioning components (22) are installed above the fixed seat (21). The two adjacent sets of mounting positioning components (22) are threaded together. The number of the support frame mechanism (3) is the same as the number of mounting positioning components (22) installed on the same fixed seat (21). The combined ring of the non-lowest support frame mechanism (3) is installed between the two adjacent sets of mounting positioning components (22).
4. The support structure for mountain wind power construction according to claim 1, characterized in that: The telescopic frame assembly (31) includes collars (311) and support rods (312). Three collars (311) and two support rods (312) form a set of cross members. The two sets of cross members are combined vertically and horizontally. The two sets of cross members are connected by corresponding hinges on the middle collar (311). The two sets of cross members are arranged horizontally and connected. The connection between the two is connected by the collars (311) at the ends.
5. The support structure for mountain wind power construction according to claim 4, characterized in that: The telescopic frame assembly (31) also includes a center seat (313). A center seat (313) is provided between all the corresponding upper and lower collars (311). The center seat (313) is connected to the collars (311) through bearings (3131). Each combined ring consists of a center seat (313) and two collars (311).
6. The support structure for mountain wind power construction according to claim 5, characterized in that: The support frame mechanism (3) further includes a distance fixing component (32), which includes a second fixed rod (321), a second movable rod (322), and a second limiting member (323). The second movable rod (322) is sleeved and passes through the second fixed rod (321). The other ends of the second movable rod (322) and the second fixed rod (321) are respectively fixedly installed on the center seat (313) of two adjacent sets of combined rings. The second limiting member (323) is threaded and passes through the side wall of the second fixed rod (321).
7. A support structure for mountain wind power construction according to claim 5, characterized in that: The top pressure assembly (33) includes a connecting seat (331), a top pressure plate (332), and a ball joint (333). The connecting seat (331) is mounted on the center seat (313) of the combined ring, and the top pressure plate (332) is mounted on the connecting seat (331) through the ball joint (333) connected thereto.
8. The support structure for mountain wind power construction according to claim 1, characterized in that: The support frame (1) is installed below the frame positioning component (2). The support frame (1) includes a base plate (11), a first fixed rod (12), a first movable rod (13), a first limiting member (14), and a top plate (15). One end of the first fixed rod (12) is fixed to the base plate (11), and the other end is connected to the first movable rod (13). The first movable rod (13) is sleeved through the inside of the first fixed rod (12). The other end of the first movable rod (13) is fixedly connected to the top plate (15). The bottom of the fixed seat (21) is fixedly connected to the top plate (15). The first limiting member (14) is threaded and passes through the side wall of the first fixed rod (12).