Building foundation reinforcing structure

Abstract

The utility model discloses a house building foundation reinforcing structure which comprises a foundation reinforcing pile and a pointed cone, a connecting assembly is installed on the top of the foundation reinforcing pile and comprises a supporting sleeve and a supporting ring, a supporting assembly is installed on the inner side of the foundation reinforcing pile and comprises an inner cylinder and an inclined plate, and the inclined plate is connected with the supporting sleeve. The house building foundation reinforcing structure comprises a foundation reinforcing pile, a supporting sleeve is installed on the foundation reinforcing pile, a protection assembly is installed on the supporting sleeve, the protection assembly comprises a bottom plate and a top plate, an extension assembly is installed on the foundation reinforcing pile, and the extension assembly comprises a bayonet and a bayonet lock. The foundation reinforcing pile is prevented from loosening from underground soil due to vibration, the supporting stability of the foundation reinforcing pile is guaranteed, the supporting strength of the underground soil is enhanced, the situation that the foundation reinforcing pile sinks due to the fact that the underground soil is soft is avoided, then the situation that a house sinks or inclines is prevented, and the foundation reinforcing pile is suitable for foundation reinforcing of a house building foundation.

Description

Technical Field

[0001] The utility model relates to the technical field of building foundation reinforcement equipment, in particular to a building foundation reinforcement structure. Background Art

[0002] In order to ensure the safety of building construction, it is often necessary to reinforce the foundation, and then it is necessary to use building foundation reinforcement equipment. The utility model patent with patent application number CN202321511782.6 discloses a green and environmentally friendly building foundation reinforcement structure. By knocking down the reinforcement plate, the pipe pile body can be inserted into the foundation, and the reinforcement plate can be firmly fixed to the ground by reinforcement bolts, so as to improve the stability of the pipe pile body in the foundation of the green and environmentally friendly building. Then, the bottom of the driving column is inserted into the driving groove, and the stabilizing bolt can be inserted into the foundation under the ground by turning the hand wheel. Then, the driving column and the hand wheel are removed, and concrete is poured into the inside of the pipe pile body, so that the vertical plate and the stabilizing bolt can be fixed. By achieving stable fixation, the stability of the pipe pile body in the foundation of the green environmentally friendly building can be further improved. The stability in the foundation of the green environmentally friendly building is relatively high, the reinforcement effect on the foundation of the green environmentally friendly building is better, and the safety and stability of the green environmentally friendly building can be improved. According to the technical scheme disclosed by the invention, when the existing building foundation reinforcement structure is used, on the one hand, when the pipe piles are used for reinforcement work, the connection firmness between the pipe piles and the underground soil cannot be effectively improved, and the pipe piles and the underground soil are easily separated due to factors such as vibration, thereby reducing the reinforcement effect. On the other hand, the loose soil underground cannot be effectively reinforced, and the building is easily caused to sink due to the loose underground soil, which is not conducive to ensuring the safety of the building.

[0003] Therefore, how to design a building foundation reinforcement structure has become our current problem to be solved. Utility Model Content

[0004] In view of the deficiencies in the prior art, the purpose of the utility model is to provide a building foundation reinforcement structure to solve the problems raised in the above-mentioned background technology. The utility model has a reasonable design and is relatively convenient to use, and is suitable for use in building foundation reinforcement.

[0005] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a building foundation reinforcement structure, including a foundation reinforcement pile and a pointed cone, a connecting assembly is installed on the top of the foundation reinforcement pile, and the connecting assembly includes a support sleeve and a support ring, a supporting assembly is installed on the inner side of the foundation reinforcement pile, and the supporting assembly includes an inner tube and an inclined plate, a protective assembly is installed on the support sleeve, and the protective assembly includes a bottom plate and a top plate, an extension assembly is installed on the foundation reinforcement pile, and the extension assembly includes a bayonet and a bayonet pin, a positioning assembly is installed on the bottom of the bayonet pin, and the positioning assembly includes a support plate and an inclined block, and a connecting assembly is installed on the foundation reinforcement pile, and the connecting assembly includes a through port and a movable plate.

[0006] Furthermore, the pointed cone is integrally formed at the bottom of the foundation reinforcement pile, the support ring is integrally formed at the top of the foundation reinforcement pile, the bottom plate is integrally formed at the bottom of the support sleeve, and the bottom plate is mounted on the top of the support ring by bolts.

[0007] Furthermore, the outer side of the inner tube is clamped on the inner wall of the foundation reinforcement pile, the support sleeve is sleeved on the outer side of the top end of the inner tube, the top plate is integrally formed on the top of the support sleeve, and the top plate is clamped on the top of the inner tube.

[0008] Furthermore, the bayonet is opened on the inner side of the foundation reinforcement pile, one end of the bayonet pin is clamped on the inner side of the bayonet, and the other end of the bayonet pin extends to the inner side of the foundation reinforcement pile.

[0009] Furthermore, the support plate is welded to the inner wall of the foundation reinforcement pile, the bottom of the pin is clamped on the top of the support plate, the inclined block is welded to the inner wall of the foundation reinforcement pile, and the top of the inclined block is welded to the bottom of the support plate.

[0010] Furthermore, the inclined plate is welded to the inner side of the inner tube, the bottom of the inclined plate is clamped on the outer side of the other end of the bayonet, an opening is provided on the inner side of the inclined plate, the opening is located directly above the support plate, the width of the opening is equal to the width of the support plate, and the width of the opening is smaller than the width of the bayonet.

[0011] Furthermore, a ball is clamped on the inner side of the other end of the latch, and the ball is clamped on the bottom of the inclined plate.

[0012] Furthermore, the through openings are respectively opened on the inner sides of the foundation reinforcement piles and the pointed cones, the bottom of the movable plate is installed on the inner wall of the bottom of the through opening through a rotating shaft, and the top of the movable plate is clamped on the inner wall of the top of the through opening.

[0013] Beneficial effects: 1. When the building foundation reinforcement structure is in use, the foundation reinforcement pile is erected at the bottom of the building foundation, and then the support sleeve is rammed downward so that the foundation reinforcement pile is inserted into the ground through the pointed cone, and then the support sleeve is removed, and then the inner tube is rammed downward. The inner tube drives the inclined plate to generate an outward oblique thrust on the bayonet pin, and the inclined plate pushes the bayonet pin outward at the top of the support plate through the ball bearing, so that the bayonet pin passes through the bayonet and moves to the outside of the foundation reinforcement pile. The bayonet pin is used to increase the contact area between the foundation reinforcement pile and the underground soil, thereby increasing the fixing firmness of the foundation reinforcement pile, avoiding loosening between the foundation reinforcement pile and the underground soil due to vibration, and ensuring the supporting stability of the foundation reinforcement pile.

[0014] 2. When the house foundation reinforcement structure is in use, after the top of the inner tube moves downward to be level with the foundation reinforcement pile, cement is poured into the inner side of the inner tube, and the cement flows through the opening to the inner side of the foundation reinforcement pile. The pressure of the cement is then used to push open the flap, so that the cement flows into the gaps in the underground soil, reinforcing the underground soil, enhancing the supporting strength of the underground soil, and thus improving the supporting strength of the foundation reinforcement pile, thereby avoiding sinking of the foundation reinforcement pile due to the relatively soft underground soil, thereby preventing the house from sinking or tilting, and ensuring the safety of house construction.

[0015] 3. The building foundation reinforcement structure is reasonably designed and is more efficient and convenient to use, and is suitable for foundation reinforcement of building foundations. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 This is a structural schematic diagram of a building foundation reinforcement structure of the utility model;

[0017] Figure 2 This is a cross-sectional view of a building foundation reinforcement structure of the utility model;

[0018] Figure 3 This is a structural schematic diagram of an inclined block of a building foundation reinforcement structure of the utility model;

[0019] Figure 4 It is a cross-sectional view of a support sleeve of a building foundation reinforcement structure according to the utility model;

[0020] In the figure: 1. foundation reinforcement pile; 2. pointed cone; 3. inner tube; 4. support sleeve; 5. support ring; 6. bottom plate; 7. top plate; 8. bayonet; 9. bayonet pin; 10. support plate; 11. inclined block; 12. inclined plate; 13. opening; 14. through port; 15. movable plate; 16. ball bearing. DETAILED DESCRIPTION

[0021] 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.

[0022] See also Figures 1 to 4 The utility model provides a technical solution: a building foundation reinforcement structure, including a foundation reinforcement pile 1 and a pointed cone 2, a connecting component is installed on the top of the foundation reinforcement pile 1, the connecting component includes a support sleeve 4 and a support ring 5, a supporting component is installed on the inner side of the foundation reinforcement pile 1, the supporting component includes an inner tube 3 and an inclined plate 12, a protective component is installed on the support sleeve 4, the protective component includes a bottom plate 6 and a top plate 7, an extension component is installed on the foundation reinforcement pile 1, the extension component includes a bayonet 8 and a bayonet 9, a positioning component is installed at the bottom of the bayonet 9, the positioning component includes a support plate 10 and an inclined block 11, a connecting component is installed on the foundation reinforcement pile 1, the connecting component includes a through port 14 and a movable plate 15, the inclined plate 12 is welded to the inner side of the inner tube 3, the bottom of the inclined plate 12 is stuck on the outer side of the other end of the bayonet 9, the inner side of the inclined plate 12 is provided with an opening 13, the opening 13 is located The opening 13 is located directly above the support plate 10, and the width of the opening 13 is equal to the width of the support plate 10, and the width of the opening 13 is smaller than the width of the bayonet 9. The through opening 14 is respectively opened on the inner side of the foundation reinforcement pile 1 and the pointed cone 2, and the bottom of the movable plate 15 is installed on the inner wall of the bottom of the through opening 14 through a rotating shaft, and the top of the movable plate 15 is stuck on the inner wall of the top of the through opening 14. When in use, when the top of the inner tube 3 moves downward to be level with the foundation reinforcement pile 1, cement is poured into the inner side of the inner tube 3, and the cement flows to the inner side of the foundation reinforcement pile 1 through the opening 13, and then the pressure of the cement is used to push the movable plate 15 open, so that the cement flows to the gap in the underground soil, reinforces the underground soil, enhances the supporting strength of the underground soil, and then improves the supporting strength of the foundation reinforcement pile 1, avoids the sinking of the foundation reinforcement pile 1 due to the relatively soft underground soil, and then prevents the house from sinking or tilting, thereby ensuring the safety of house construction.

[0023] In this embodiment, the pointed cone 2 is integrally formed at the bottom of the foundation reinforcement pile 1, the support ring 5 is integrally formed at the top of the foundation reinforcement pile 1, the bottom plate 6 is integrally formed at the bottom of the support sleeve 4, the bottom plate 6 is installed on the top of the support ring 5 by bolts, the outer side of the inner tube 3 is clamped on the inner wall of the foundation reinforcement pile 1, the support sleeve 4 is sleeved on the outer side of the top end of the inner tube 3, the top plate 7 is integrally formed at the top of the support sleeve 4, the top plate 7 is clamped on the top of the inner tube 3, the bayonet 8 is opened on the inner side of the foundation reinforcement pile 1, one end of the bayonet pin 9 is clamped on the inner side of the bayonet 8, and the other end of the bayonet pin 9 extends to the inner side of the foundation reinforcement pile 1, the support plate 10 is welded to the inner wall of the foundation reinforcement pile 1, the bottom of the bayonet pin 9 is clamped on the top of the support plate 10, the inclined block 11 is welded to the inner wall of the foundation reinforcement pile 1, and the inclined block The top of 11 is welded to the bottom of the support plate 10, and a ball 16 is stuck on the inner side of the other end of the pin 9, and the ball 16 is stuck in the bottom of the inclined plate 12. When in use, the foundation reinforcement pile 1 is erected at the bottom of the building foundation, and then the support sleeve 4 is rammed downward to make the foundation reinforcement pile 1 insert into the ground through the pointed cone 2, and then the support sleeve 4 is removed, and then the inner tube 3 is rammed downward, and the inner tube 3 drives the inclined plate 12 to generate an outward oblique thrust on the pin 9. The inclined plate 12 pushes the pin 9 outward at the top of the support plate 10 through the ball 16, so that the pin 9 passes through the bayonet 8 and moves to the outside of the foundation reinforcement pile 1. The pin 9 is used to increase the contact area between the foundation reinforcement pile 1 and the underground soil, thereby increasing the fixing firmness of the foundation reinforcement pile 1, avoiding the loosening between the foundation reinforcement pile 1 and the underground soil due to vibration, and ensuring the supporting stability of the foundation reinforcement pile 1.

[0024] When the building foundation reinforcement structure is in use, the foundation reinforcement pile 1 is erected at the bottom of the building foundation, and the support sleeve 4 is rammed downwards, so that the foundation reinforcement pile 1 is inserted into the ground through the pointed cone 2, and then the support sleeve 4 is removed, and the inner tube 3 is rammed downwards, and the inner tube 3 drives the inclined plate 12 to generate an outward oblique thrust on the bayonet 9, and the inclined plate 12 pushes the bayonet 9 outwards at the top of the support plate 10 through the ball 16, so that the bayonet 9 passes through the bayonet 8 and moves to the outside of the foundation reinforcement pile 1, and the bayonet 9 is used to increase the contact area between the foundation reinforcement pile 1 and the underground soil, thereby increasing the fixing firmness of the foundation reinforcement pile 1, and preventing the foundation reinforcement pile 1 from being shaken. Looseness is generated between the inner tube 3 and the underground soil to ensure the supporting stability of the foundation reinforcement pile 1. When the top of the inner tube 3 moves downward to be level with the foundation reinforcement pile 1, cement is poured into the inner side of the inner tube 3. The cement flows to the inner side of the foundation reinforcement pile 1 through the opening 13, and then the pressure of the cement is used to push open the flap 15, so that the cement flows to the gaps in the underground soil, reinforces the underground soil, enhances the supporting strength of the underground soil, and then improves the supporting strength of the foundation reinforcement pile 1, avoids the sinking of the foundation reinforcement pile 1 due to the relatively soft underground soil, and prevents the house from sinking or tilting, thereby ensuring the construction safety of the house.

[0025] In addition, it should be understood that although the present specification is described according to implementation modes, not every implementation mode contains only one independent technical solution. This description of the specification is only for the sake of clarity. Those skilled in the art should regard the specification as a whole. The technical solutions in each embodiment may also be appropriately combined to form other implementation modes that can be understood by those skilled in the art.

Claims

1. A building foundation reinforcement structure, comprising a foundation reinforcement pile (1) and a pointed cone (2), wherein a connection assembly is installed on the top of the foundation reinforcement pile (1), and the connection assembly comprises a support sleeve (4) and a support ring (5), characterized in that: A support assembly is installed on the inner side of the foundation reinforcement pile (1), and the support assembly includes an inner tube (3) and an inclined plate (12). A protection assembly is installed on the support sleeve (4), and the protection assembly includes a bottom plate (6) and a top plate (7). An extension assembly is installed on the foundation reinforcement pile (1), and the extension assembly includes a bayonet (8) and a bayonet pin (9). A positioning assembly is installed at the bottom of the bayonet pin (9), and the positioning assembly includes a support plate (10) and an inclined block (11). A connecting assembly is installed on the foundation reinforcement pile (1), and the connecting assembly includes a through port (14) and a movable plate (15).

2. A building foundation reinforcement structure according to claim 1, characterized in that: The pointed cone (2) is integrally formed at the bottom of the foundation reinforcement pile (1), the support ring (5) is integrally formed at the top of the foundation reinforcement pile (1), the bottom plate (6) is integrally formed at the bottom of the support sleeve (4), and the bottom plate (6) is mounted on the top of the support ring (5) by bolts.

3. The building foundation reinforcement structure according to claim 2 is characterized in that: The outer side of the inner tube (3) is clamped on the inner wall of the foundation reinforcement pile (1), the support sleeve (4) is sleeved on the outer side of the top end of the inner tube (3), the top plate (7) is integrally formed on the top of the support sleeve (4), and the top plate (7) is clamped on the top of the inner tube (3).

4. The building foundation reinforcement structure according to claim 3 is characterized in that: The bayonet (8) is provided on the inner side of the foundation reinforcement pile (1), one end of the bayonet pin (9) is clamped on the inner side of the bayonet (8), and the other end of the bayonet pin (9) extends to the inner side of the foundation reinforcement pile (1).

5. The building foundation reinforcement structure according to claim 1 is characterized in that: The support plate (10) is welded to the inner wall of the foundation reinforcement pile (1), the bottom of the latch (9) is clamped on the top of the support plate (10), the inclined block (11) is welded to the inner wall of the foundation reinforcement pile (1), and the top of the inclined block (11) is welded to the bottom of the support plate (10).

6. The building foundation reinforcement structure according to claim 5 is characterized in that: The inclined plate (12) is welded to the inner side of the inner cylinder (3), the bottom of the inclined plate (12) is clamped on the outer side of the other end of the bayonet (9), the inner side of the inclined plate (12) is provided with an opening (13), the opening (13) is located directly above the support plate (10), the width of the opening (13) is equal to the width of the support plate (10), and the width of the opening (13) is smaller than the width of the bayonet (9).

7. The building foundation reinforcement structure according to claim 6 is characterized in that: A ball (16) is clamped on the inner side of the other end of the latch (9), and the ball (16) is clamped on the bottom of the inclined plate (12).

8. The building foundation reinforcement structure according to claim 7 is characterized in that: The through opening (14) is respectively opened on the inner side of the foundation reinforcement pile (1) and the pointed cone (2); the bottom of the movable plate (15) is installed on the inner wall of the bottom of the through opening (14) through a rotating shaft; the top of the movable plate (15) is clamped on the inner wall of the top of the through opening (14).

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