Reinforcing structure for special foundation treatment
By designing a special foundation reinforcement structure including ground basic body and buffer column, and using a motor to drive threaded rods and connecting rods, automatic reinforcement of ground spikes is achieved, solving the problems of time-consuming and labor-consuming and foundation sinking of artificial ground piles. Improves the efficiency and effect of foundation reinforcement.
Patent Information
- Application Number
- CN202421302982.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-07
- Publication Date
- 2025-02-18
- Estimated Expiration
- 2034-06-07
AI Technical Summary
In the existing foundation reinforcement method, it takes time and effort to manually drill multiple sets of land piles, and the foundation is prone to sink after a long time, resulting in settlement differences in different parts.
A special reinforcement structure for foundation treatment was designed, including ground basic body and buffer column, motors were installed on both sides of ground basic body cavity, threaded rods were connected to the output end of the motor, threaded rods drove the thread sleeve and connecting rods to move, support plates and ground pricks passed through The bar and slip ring are automatically reinforced, and the buffer column and shock absorbing spring are used to buffer shock absorbing.
The advantages of automatic foundation reinforcement are realized, which avoids the problem of foundation sinking after a long period of time, reduces the time and effort of manual ground pile laying, and improves the efficiency and effect of foundation reinforcement.
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Figure CN222500374U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of foundation, in particular to a reinforcement structure for special foundation treatment. Background Art
[0002] The foundation refers to the soil or rock supporting the foundation under the building. The soil layer serving as the building foundation is divided into rock, crushed stone soil, sand, silt, clay and artificial fill. There are two types of foundations: natural foundation and artificial foundation (composite foundation). The natural foundation is a natural soil layer that does not require human reinforcement, while the artificial foundation needs human reinforcement. Common ones include stone chip cushion layer, sand cushion layer, mixed ash soil backfill and then compaction. Although the current foundation reinforcement piles can reinforce the foundation, when the bottom of the piles only contacts the foundation, it will cause the piles to sink in the long run, resulting in settlement differences in different parts of the foundation, and driving multiple groups of piles is time-consuming and labor-intensive. Utility Model Content
[0003] The utility model aims to provide a reinforcement structure for special foundation treatment, which has the advantage of good reinforcement effect.
[0004] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a special reinforcement structure for foundation treatment, including a foundation body and a buffer column, motors are fixedly installed on both sides of the inner cavity of the foundation body, a threaded rod is fixedly installed on the output end of the motor, a threaded sleeve is threadedly installed on the front surface of the threaded rod, a connecting rod is fixedly connected to one side of the threaded sleeve, a support plate is fixedly installed on one end of the connecting rod away from each other, and a ground spike is fixedly installed on one end of the support plate away from each other.
[0005] As a preferred solution, a polished rod is fixedly mounted on the bottom of the ground base body, slip rings are slidably mounted on both sides of the front surface of the polished rod, and the top of the slip ring is fixedly mounted on the bottom of the support plate.
[0006] As a preferred solution, a bearing is fixedly installed at the middle end of the bottom of the inner cavity of the foundation, and the ends of the threaded rods close to each other are movably installed in the inner cavity of the bearing.
[0007] As a preferred solution, slide rails are fixedly installed on both sides of the bottom of the inner cavity of the foundation, a slide rod is slidably installed in the inner cavity of the slide rail, and the top of the slide rod is fixedly installed on the bottom of the connecting rod.
[0008] As a preferred embodiment, a connecting plate is fixedly installed at the middle end of the inner cavity of the buffer column, shock-absorbing springs are fixedly installed on both sides of the connecting plate, a connecting column is fixedly installed at one end of the shock-absorbing springs that are away from each other, and the ends of the connecting columns that are close to each other are fixedly installed on the end of the support plate that is away from each other.
[0009] As a preferred solution, the inner cavity of the ground spike is provided with a reinforcement nail, and the material of the reinforcement nail is carbon steel.
[0010] Compared with the prior art, the beneficial effects of the utility model are as follows:
[0011] The utility model can solve the time-consuming and labor-intensive problem of manually driving multiple groups of piles through the above technical scheme, realize the advantage of automatically reinforcing the foundation, and avoid the problem of foundation sinking after a long time. BRIEF DESCRIPTION OF THE DRAWINGS
[0012] Figure 1 This is a first-view structural stereogram of the utility model;
[0013] Figure 2 This is a structural stereogram of the utility model from a second viewing angle;
[0014] Figure 3 This is a cross-sectional view of the buffer column structure of the utility model;
[0015] Figure 4 It is a cross-sectional view of the ground spike structure of the utility model.
[0016] In the figure: 1. foundation body; 2. buffer column; 3. support plate; 4. slip ring; 5. bare rod; 6. connecting rod; 7. ground spike; 8. connecting column; 9. motor; 10. bearing; 11. slide rod; 12. threaded sleeve; 13. slide rail; 14. threaded rod; 15. shock-absorbing spring; 16. connecting plate; 17. reinforcement nail. DETAILED DESCRIPTION
[0017] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0018] Secondly, the term "one embodiment" or "embodiment" as used herein refers to a specific feature, structure or characteristic that may be included in at least one implementation of the present invention. The term "in one embodiment" that appears in different places in this specification does not necessarily refer to the same embodiment, nor does it refer to a separate or selective embodiment that is mutually exclusive with other embodiments.
[0019] Embodiment 1:
[0020] See also Figure 1 and Figure 2As shown, the utility model provides a special reinforcement structure for foundation treatment, including a foundation body 1 and a buffer column 2, motors 9 are fixedly installed on both sides of the inner cavity of the foundation body 1, a threaded rod 14 is fixedly installed on the output end of the motor 9, a threaded sleeve 12 is threadedly installed on the front surface of the threaded rod 14, a connecting rod 6 is fixedly connected to one side of the threaded sleeve 12, a support plate 3 is fixedly installed on one end of the connecting rod 6 away from each other, and a ground spike 7 is fixedly installed on one end of the support plate 3 away from each other.
[0021] Through the above technical solution, the present invention can solve the problem of manually driving multiple groups of piles which is time-consuming and labor-intensive, realize the advantage of automatic reinforcement of the foundation, and avoid the problem of foundation sinking after a long time.
[0022] Embodiment 2:
[0023] On the basis of embodiment 1, the utility model is as follows Figure 2 As shown, a bare rod 5 is fixedly installed at the bottom of the ground body 1, and slip rings 4 are slidably installed on both sides of the front surface of the bare rod 5. The top of the slip ring 4 is fixedly installed on the bottom of the support plate 3. A bearing 10 is fixedly installed at the middle end of the bottom of the inner cavity of the ground body 1, and one end of the threaded rod 14 close to each other is movably installed in the inner cavity of the bearing 10. Slide rails 13 are fixedly installed on both sides of the bottom of the inner cavity of the ground body 1, and a slide rod 11 is slidably installed in the inner cavity of the slide rail 13, and the top of the slide rod 11 is fixedly installed on the bottom of the connecting rod 6.
[0024] Use Figure 1 The technical solution shown achieves the effect of limiting the threaded sleeve 12 by arranging the slide rod 11 and the slide rail 13 , and reduces the wear of the threaded rod 14 and increases the service life of the threaded rod 14 by arranging the bearing 10 .
[0025] Embodiment three:
[0026] The utility model Figure 3 and Figure 4 As shown, a connecting plate 16 is fixedly installed at the middle end of the inner cavity of the buffer column 2, and shock-absorbing springs 15 are fixedly installed on both sides of the connecting plate 16. A connecting column 8 is fixedly installed at the end of the shock-absorbing spring 15 that is away from each other, and the end of the connecting column 8 that is close to each other is fixedly installed on the end of the support plate 3 that is away from each other. A reinforcing nail 17 is provided in the inner cavity of the ground spike 7, and the material of the reinforcing nail 17 is carbon steel.
[0027] By adopting the above technical solution, through the arrangement of the buffer column 2, the connecting plate 16 and the shock-absorbing spring 15, the pressure generated by the ground base body 1 is buffered and shock-absorbed through the connecting column 8. By the arrangement of the reinforcing nail 17, the service life of the ground spike 7 can be greatly improved.
[0028] The working principle of the utility model is as follows: the threaded rod 14 is driven to rotate by starting the motor 9, and the rotation of the threaded rod 14 drives the threaded sleeve 12 to move left and right through the slide rod 11 and the slide rail 13, and the left and right movement of the threaded sleeve 12 drives the connecting rod 6 to move left and right, and the left and right movement of the connecting rod 6 drives the supporting plate 3 to move left and right, and the left and right movement of the supporting plate 3 drives the ground spikes 7 to move to the inner cavity of the ground basic body 1 through the light rod 5 and the slip ring 4 for reinforcement, and then the pressure generated by the ground basic body 1 can be buffered by the shock-absorbing spring 15 and the connecting plate 16 through the buffer column 2 and the connecting column 8, and then the reinforcement effect can be greatly improved by the reinforcing nails 17 to prevent the ground basic body 1 from sinking.
[0029] Importantly, it should be noted that the construction and arrangement of the present application shown in a plurality of different exemplary embodiments are only exemplary. Although only a few embodiments are described in detail in this disclosure, it should be readily understood by those who refer to this disclosure that many modifications are possible (e.g., the size, scale, structure, shape and ratio of various elements, and parameter values (e.g., temperature, pressure, etc.), installation arrangements, use of materials, color, directional changes, etc.) without substantially departing from the novel teachings and advantages of the subject matter described in the application. For example, the element shown as integrally formed can be composed of multiple parts or elements, the position of the element can be inverted or otherwise changed, and the nature or number or position of the discrete element can be changed or changed. Therefore, all such modifications are intended to be included in the scope of the present utility model. The order or sequence of any process or method steps can be changed or reordered according to alternative embodiments. In the claims, any "device plus function" clause is intended to cover the structure of performing the function described herein, and is not only structurally equivalent but also equivalent structure. Without departing from the scope of the present invention, other substitutions, modifications, changes and omissions may be made in the design, operating conditions and arrangement of the exemplary embodiments. Therefore, the present invention is not limited to a specific embodiment, but extends to various modifications that still fall within the scope of the appended claims.
[0030] Additionally, in order to provide a concise description of example embodiments, all features of an actual embodiment (ie, those features that are not relevant to the best mode presently contemplated for carrying out the invention or those that are not relevant to implementing the invention) may not be described.
[0031] Finally, it should be noted that the above embodiments are only used to illustrate the technical solution of the utility model, rather than to limit the protection scope of the utility model. Although the utility model has been described in detail with reference to the preferred embodiments, ordinary technicians in this field should understand that the technical solution of the utility model can be modified or replaced by equivalents without departing from the essence and scope of the technical solution of the utility model.
Claims
1. A special reinforcement structure for foundation treatment, comprising a foundation body (1) and a buffer column (2), characterized in that: Motors (9) are fixedly mounted on both sides of the inner cavity of the ground base body (1); a threaded rod (14) is fixedly mounted on the output end of the motor (9); a threaded sleeve (12) is threadedly mounted on the front surface of the threaded rod (14); a connecting rod (6) is fixedly connected to one side of the threaded sleeve (12); a support plate (3) is fixedly mounted on one end of the connecting rod (6) that is away from each other; and a ground spike (7) is fixedly mounted on one end of the support plate (3) that is away from each other.
2. A special reinforcement structure for foundation treatment according to claim 1, characterized in that: A polished rod (5) is fixedly mounted on the bottom of the ground base body (1), and slip rings (4) are slidably mounted on both sides of the front surface of the polished rod (5), and the top of the slip ring (4) is fixedly mounted on the bottom of the support plate (3).
3. A special reinforcement structure for foundation treatment according to claim 1, characterized in that: A bearing (10) is fixedly mounted at the middle end of the bottom of the inner cavity of the ground base body (1), and the ends of the threaded rods (14) that are close to each other are movably mounted in the inner cavity of the bearing (10).
4. A special reinforcement structure for foundation treatment according to claim 1, characterized in that: Slide rails (13) are fixedly installed on both sides of the bottom of the inner cavity of the ground base body (1), and a slide rod (11) is slidably installed in the inner cavity of the slide rail (13), and the top of the slide rod (11) is fixedly installed on the bottom of the connecting rod (6).
5. A special reinforcement structure for foundation treatment according to claim 1, characterized in that: A connecting plate (16) is fixedly mounted at the middle end of the inner cavity of the buffer column (2), shock-absorbing springs (15) are fixedly mounted on both sides of the connecting plate (16), a connecting column (8) is fixedly mounted on the ends of the shock-absorbing springs (15) that are away from each other, and ends of the connecting columns (8) that are close to each other are fixedly mounted on the ends of the support plate (3) that are away from each other.
6. A special reinforcement structure for foundation treatment according to claim 1, characterized in that: The inner cavity of the ground spike (7) is provided with a reinforcement nail (17), and the material of the reinforcement nail (17) is carbon steel.