Flexible support pile head anti-settlement device
By designing a flexible bracket pile head anti-settlement device including pile foundation roof plate, pile head connecting plate, stable shaft sleeve, stable shaft, upper top plate and a variety of clamps and spring devices, the structural instability problem caused by pile foundation settlement in flexible brackets under large spans and complex terrain conditions is solved, and the support and stability of the flexible brackets are achieved at different settlement depths are ensured, ensuring the stability of pile foundations and beams.
Patent Information
- Application Number
- CN202510120513.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-01-25
- Publication Date
- 2025-04-25
AI Technical Summary
Under large spans and complex terrain conditions, flexible brackets lead to increased pile foundation load, which may cause pile foundation settlement, which in turn leads to instability in the bracket structure and deformation of the beam.
A flexible bracket pile head anti-settlement device is designed, including pile foundation roof plate, pile head connection plate, stable shaft sleeve, stable shaft, upper top plate and a variety of clamping parts and spring devices. Through the coordination of clamping and spring devices, support and stability at different settlement depths are achieved.
This device can support the beam load and resist wind suction when a certain range of settlement occurs, avoid cross beam deformation, and prevent the upper structure of the pile head from moving upward when the pile foundation reaches the maximum settlement depth, ensuring the stability of the pile foundation and beam.
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Figure CN119877588A_ABST
Abstract
Description
Technical Field
[0001] The invention belongs to the technical field of photovoltaic power generation, and in particular relates to a flexible support pile head anti-settling device. Background Art
[0002] With the large-scale promotion of new energy photovoltaics in China, the structure of new energy photovoltaic brackets has also changed, from the initial fixed brackets to tracking brackets and then to the flexible brackets that have been promoted more in recent years. The advantage of flexible brackets is that they can adapt to complex terrain, large spans and high space utilization. When the span is large, it will produce a large load on the pile foundation, which will cause some settlement on some bad foundations, resulting in the sinking of the pile foundation, and then causing the bracket to deform and cause the bracket structure to become unstable.
[0003] The present invention designs a flexible support pile head anti-settling device to solve the above problems. Summary of the invention
[0004] In order to achieve the above object, the present invention adopts the following technical solutions: A flexible support pile head anti-settling device, comprising a pile foundation top plate, a pile head connecting plate, a stabilizing shaft sleeve, a stabilizing shaft, and an upper top plate, wherein the pile foundation top plate is installed on the pile foundation, the pile head connecting plate is installed on the pile foundation top plate, the upper top plate is located above the pile head connecting plate and is used to support a cross beam, the stabilizing shaft sleeve is located between the pile head connecting plate and the upper top plate, the stabilizing shaft sleeve is fixed on the pile head connecting plate, the stabilizing shaft is fixedly installed on the upper top plate, and the lower end of the stabilizing shaft extends into the interior of the stabilizing shaft sleeve; Two positioning clips are installed at the lower end of the upper top plate, and the two positioning clips are symmetrically distributed on both sides of the stabilizing sleeve. Several stabilizing clips are placed inside the positioning clips, and supporting clips are placed inside the stabilizing clips. A spring device is arranged between the supporting clips and the stabilizing sleeve. The positioning clips, stabilizing clips, and supporting clips are closely arranged between the pile head connecting plate and the upper top plate.
[0005] As a preferred solution, the inner ends of the positioning card and the stabilizing card are both provided with card slots, and the outer ends of the stabilizing card and the supporting card are both provided with card blocks adapted to the card slots, and the height of the card blocks is located above the card slots.
[0006] As a preferred solution, a clamping block located inside the stabilizing shaft sleeve is provided at the lower end of the stabilizing shaft.
[0007] As a preferred solution, the pile head connecting plate is fixed to the pile foundation top plate by fasteners, and the pile foundation top plate is fixed to the pile foundation by fasteners.
[0008] As a preferred solution, the stabilizing sleeve is fixed to the pile head connecting plate by threaded connection, and the stabilizing shaft is fixedly connected to the upper top plate by threaded fasteners.
[0009] As a preferred solution, the positioning clamp is fixed to the upper top plate by welding, and in the initial state, the lower end of the positioning clamp abuts against the upper end of the pile head connecting plate.
[0010] As a preferred solution, two angle brackets are provided on the upper end of the upper top plate, a beam transition plate is welded to the side of the beam, and the beam transition plate is connected to the angle bracket by bolt fasteners.
[0011] Compared with the prior art, the advantages of the present invention are: 1. The present invention is accompanied by the settlement of the pile foundation, and the stabilizing clips are sequentially connected with the positioning clips, the two adjacent stabilizing clips are connected with each other, and the supporting clips are connected with the stabilizing clips, which plays a role in supporting the beam load at different settlement depths, and can also resist the upward pulling force caused by wind suction, avoiding the top beam from generating a large internal force change due to the settlement phenomenon, thereby causing the beam to deform, and can allow a certain range of pile foundation settlement to achieve the function of protecting the stability of the beam structure.
[0012] 2. After the pile foundation reaches the maximum settlement depth, the stabilizing shaft can be fixed with the stabilizing shaft sleeve to prevent the upper structure of the pile head from moving upward, thereby ensuring that the pile foundation is stable within a certain sinking range without affecting the upper beam structure, thereby ensuring the stability of the upper beam. BRIEF DESCRIPTION OF THE DRAWINGS
[0013] Figure 1 It is a schematic diagram of the present invention.
[0014] Figure 2 It is a schematic diagram of the first stage sedimentation phenomenon of the present invention.
[0015] Figure 3 It is a schematic diagram of the second stage sedimentation phenomenon of the present invention.
[0016] Figure 4 It is a schematic diagram of the sedimentation phenomenon in the third stage of the present invention.
[0017] Figure 5 It is a schematic diagram of the positional relationship between the present invention and the crossbeam.
[0018] The reference numbers in the figure are as follows: 1. Pile foundation top plate; 2. Pile head connecting plate; 3. Stabilizing shaft sleeve; 4. Stabilizing shaft; 5. Upper top plate; 6. Positioning clip; 7. Stabilizing clip; 8. Support clip; 9. Spring device; 10. Crossbeam; 11. Crossbeam transition plate; 12. Angle code; 13. Bolt fastener; 14. Slot; 15. Block; 16. Connecting block. DETAILED DESCRIPTION
[0019] The specific implementation of the present invention is further described in detail below in conjunction with the accompanying drawings and examples. The following examples or drawings are used to illustrate the present invention, but are not used to limit the scope of the present invention.
[0020] A flexible support pile head anti-settling device, such as Figures 1 to 5 As shown, it includes a pile foundation top plate 1, a pile head connecting plate 2, a stabilizing shaft sleeve 3, a stabilizing shaft 4, and an upper top plate 5. The pile foundation top plate 1 is installed on the pile foundation, the pile head connecting plate 2 is installed on the pile foundation top plate 1, the upper top plate 5 is located above the pile head connecting plate 2 and is used to support the cross beam 10, the stabilizing shaft sleeve 3 is located between the pile head connecting plate 2 and the upper top plate 5, and the stabilizing shaft sleeve 3 is fixed on the pile head connecting plate 2, the stabilizing shaft 4 is fixedly installed on the upper top plate 5, and the lower end of the stabilizing shaft 4 extends to the inside of the stabilizing shaft sleeve 3; Two positioning clips 6 are installed at the lower end of the upper top plate 5, and the two positioning clips 6 are symmetrically distributed on both sides of the stabilizing sleeve 3. Two stabilizing clips 7 are placed on the inner side of the positioning clips 6, and a supporting clip 8 is placed on the inner side of the stabilizing clip 7. A spring device 9 is arranged between the supporting clip 8 and the stabilizing sleeve 3. The positioning clips 6, the stabilizing clips 7, and the supporting clips 8 are closely arranged between the pile head connecting plate 2 and the upper top plate 5.
[0021] When the pile foundation first sinks, the stabilizing sleeve 3, the stabilizing clip 7, and the supporting clip 8 sink together with the pile head connecting plate 2 connected to the pile foundation. The stabilizing shaft 4 and the positioning clip 6 remain at the initial height because of the upper top plate 5 connected to the cross beam 10. The spring device 9 increases the friction between the two stabilizing clips 7 and between the stabilizing clip 7 and the supporting clip 8, so that the relative position relationship between the stabilizing clip 7 and the supporting clip 8 remains unchanged, showing a movement state in which the stabilizing clip 7 and the supporting clip 8 move downward relative to the positioning clip 6. With the settlement of the pile foundation, the stabilizing clip 7 and the positioning clip 6 are engaged, the two adjacent stabilizing clips 7 are engaged with each other, and the supporting clip 8 and the stabilizing clip 7 are engaged in sequence, which play a role in supporting the cross beam 10 load at different settlement depths, and can also resist the upward pulling force caused by wind suction, avoiding the top cross beam 10 from generating a large internal force change due to the settlement phenomenon, thereby causing the cross beam 10 to deform, and can allow a certain range of pile foundation settlement to achieve the function of protecting the structural stability of the cross beam 10. like Figure 1 As shown, the inner ends of the positioning card 6 and the stabilizing card 7 are both provided with a card slot 14 , and the outer ends of the stabilizing card 7 and the supporting card 8 are both provided with a card block 15 adapted to the card slot 14 , and the card block 15 is located above the card slot 14 .
[0022] like Figure 4 As shown, a clamping block 16 located inside the stabilizing sleeve 3 is provided at the lower end of the stabilizing shaft 4 .
[0023] When a certain amount of first-stage settlement occurs in the pile foundation, the stabilizing clamp 7 close to the positioning clamp 6 is preset as the outer stabilizing clamp 7, and the clamping block 15 on the outer stabilizing clamp 7 moves down to the same height as the clamping slot 14 on the positioning clamp 6. Under the action of the spring device 9, the clamping block 15 is clamped with the clamping slot 14 to fix the relative position relationship between the outer stabilizing clamp 7 and the positioning clamp 6. At this time, the outer stabilizing clamp 7 cooperates with the positioning clamp 6 to support the load of the top crossbeam 10; Similarly, when the pile foundation undergoes a certain amount of second-stage settlement again, the inner stabilizing clamp 7 moves downward relative to the outer stabilizing clamp 7, and the clamping block 15 on the inner stabilizing clamp 7 is engaged with the clamping groove 14 on the outer stabilizing clamp 7, so that the inner stabilizing clamp 7 can also play a role in supporting the load of the top crossbeam 10; Similarly, when the pile foundation undergoes a certain amount of third-stage settlement for the third time, the support clip 8 moves downward relative to the inner stabilizing clip 7, and the clamping block 15 on the support clip 8 engages with the clamping groove 14 on the inner stabilizing clip 7. The support clip 8 can also play a role in supporting the load of the top beam 10; for settlement at different stages, when under wind suction conditions, the upward pulling force of the beam 10 can be tightened by tightening the nut at the upper end of the stabilizing shaft 4, so that the stabilizing shaft 4 and the clamping block 16 inside the stabilizing sleeve 3 move upward and fit tightly against the upper inner side of the stabilizing sleeve 4 to resist wind suction.
[0024] After the above three times of settlement, the stabilizing shaft 4 reaches the top of the inner wall of the stabilizing sleeve 3, and the relative sliding distance between the stabilizing sleeve 3 and the stabilizing shaft 4 reaches the maximum value. The stabilizing shaft 4 is clamped and fixed to the stabilizing sleeve 3 to prevent the upper structure of the pile head from moving up, thereby ensuring that the pile foundation is stable within a certain range of sinking without affecting the structure of the upper crossbeam 10, thereby ensuring the stability of the upper crossbeam 10.
[0025] The pile head connecting plate 2 is fixed to the pile foundation top plate 1 by fasteners, the pile foundation top plate 1 is fixed to the pile foundation by fasteners, the stabilizing shaft sleeve 3 is fixed to the pile head connecting plate 2 by threaded connection, and the stabilizing shaft 4 is fixedly connected to the upper top plate 5 by threaded fasteners.
[0026] The positioning clamp 6 is fixed on the upper top plate 5 by welding. In the initial state, the lower end of the positioning clamp 6 abuts against the upper end of the pile head connecting plate 2.
[0027] Two angle brackets 12 are arranged at the upper end of the upper top plate 5 , and a beam transition plate 11 is welded to the side of the beam 10 , and the beam transition plate 11 is connected to the angle bracket 12 by bolt fasteners 13 .
[0028] The above description is only a preferred embodiment of the present invention and does not limit the present invention in any form. Any simple modification or equivalent change made to the above embodiment based on the technical essence of the present invention shall fall within the protection scope of the present invention.
Claims
1. A flexible support pile head anti-settling device, characterized in that: The pile foundation comprises a top plate (1), a pile head connecting plate (2), a stabilizing shaft sleeve (3), a stabilizing shaft (4), and an upper top plate (5), wherein the pile foundation top plate (1) is mounted on the pile foundation, the pile head connecting plate (2) is mounted on the pile foundation top plate (1), the upper top plate (5) is located above the pile head connecting plate (2) and is used to support a crossbeam (10), the stabilizing shaft sleeve (3) is located between the pile head connecting plate (2) and the upper top plate (5), the stabilizing shaft sleeve (3) is fixed on the pile head connecting plate (2), the stabilizing shaft (4) is fixedly mounted on the upper top plate (5), and the lower end of the stabilizing shaft (4) extends into the interior of the stabilizing shaft sleeve (3); Two positioning clamps (6) are installed at the lower end of the upper top plate (5), and the two positioning clamps (6) are symmetrically distributed on both sides of the stabilizing shaft sleeve (3). A plurality of stabilizing clamps (7) are placed inside the positioning clamps (6), and a supporting clamp (8) is placed inside the stabilizing shaft sleeve (7). A spring device (9) is provided between the supporting clamp (8) and the stabilizing shaft sleeve (3). The positioning clamps (6), the stabilizing clamps (7), and the supporting clamps (8) are closely arranged between the pile head connecting plate (2) and the upper top plate (5).
2. A flexible support pile head anti-settling device according to claim 1, characterized in that: The inner ends of the positioning card (6) and the stabilizing card (7) are both provided with card slots (14), and the outer ends of the stabilizing card (7) and the supporting card (8) are both provided with card blocks (15) adapted to the card slots (14), and the card blocks (15) are located above the card slots (14).
3. The flexible support pile head anti-settling device according to claim 1, characterized in that: The lower end of the stabilizing shaft (4) is provided with a clamping block (16) located inside the stabilizing shaft sleeve (3).
4. The flexible support pile head anti-settling device according to claim 1, characterized in that: The pile head connection plate (2) is fixed to the pile foundation top plate (1) via fasteners, and the pile foundation top plate (1) is fixed to the pile foundation via fasteners.
5. The flexible support pile head anti-settling device according to claim 1, characterized in that: The stabilizing shaft sleeve (3) is fixed to the pile head connecting plate (2) in a threaded connection manner, and the stabilizing shaft (4) is fixedly connected to the upper top plate (5) via a threaded fastener.
6. The flexible support pile head anti-settling device according to claim 1, characterized in that: The positioning clamp (6) is fixed to the upper top plate (5) by welding, and in an initial state, the lower end of the positioning clamp (6) abuts against the upper end of the pile head connection plate (2).
7. The flexible support pile head anti-settling device according to claim 1, characterized in that: Two angle brackets (12) are arranged at the upper end of the upper top plate (5), a cross beam transition plate (11) is welded to the side of the cross beam (10), and the cross beam transition plate (11) is connected to the angle bracket (12) via bolt fasteners (13).