CN221895813U - A bidirectional reinforced composite foundation - Google Patents
A bidirectional reinforced composite foundation Download PDFInfo
- Publication number
- CN221895813U CN221895813U CN202420478232.7U CN202420478232U CN221895813U CN 221895813 U CN221895813 U CN 221895813U CN 202420478232 U CN202420478232 U CN 202420478232U CN 221895813 U CN221895813 U CN 221895813U
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- Prior art keywords
- mounting plate
- plate
- composite foundation
- lower mounting
- reinforced composite
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Abstract
The utility model discloses a bidirectional reinforced composite foundation, which belongs to the technical field of road construction and comprises a lower mounting plate, wherein a limit post is uniformly and fixedly arranged at the lower end of the lower mounting plate, a placement ring is uniformly and fixedly arranged at the upper end of the lower mounting plate, a limit sleeve is arranged in the placement ring, a vertical support post is connected in a sliding manner in the limit sleeve, an upper mounting plate is fixedly arranged at the upper end of the vertical support post, a transverse reinforcing component is arranged between the lower mounting plate and the upper mounting plate, fixing bolts are arranged at four corners of the upper mounting plate, the other ends of the fixing bolts are in threaded connection with the lower mounting plate, bearing plates are arranged around the lower mounting plate and the upper mounting plate, the vertical support post is connected in the limit sleeve in a clamping manner, so that the vertical strength of the composite foundation is improved, the capability of bearing upper load of the composite foundation is improved, and meanwhile, the transverse strength of the composite foundation is improved, the inclination problem of the foundation under the condition of uneven stress is prevented, and the bearing capacity of the composite foundation is remarkably improved through vertical and transverse reinforcement.
Description
Technical Field
The utility model relates to a bidirectional reinforced composite foundation, and belongs to the technical field of road construction.
Background
The foundation refers to a soil body or a rock mass supporting a foundation below a building, and the foundation refers to a bearing member where the bottom of the building contacts the foundation, and functions to transmit a load of the upper part of the building to the foundation. The foundation should therefore have sufficient lateral, vertical strength and rigidity to stably transfer the building upper load into the foundation soil. At present, a mode of adding a vertical reinforcement (such as a pile body) in a foundation is mostly adopted in engineering to improve the vertical strength of the composite foundation, but the mode has higher requirements on the bearing performance of soil bodies around the vertical reinforcement in actual use, otherwise, the foundation is deformed due to the difference of the foundation in the soil bodies around the vertical reinforcement to cause the inclination of the building, and finally, the collapse of an upper building is caused.
Disclosure of utility model
The utility model aims to solve the problems and provide a bidirectional reinforced composite foundation, wherein the vertical support columns are clamped in the limiting sleeves, so that the vertical strength of the composite foundation is improved, the capability of bearing upper load is improved, meanwhile, the transverse strength of the composite foundation can be improved, the problem of inclination of the foundation under the working condition of uneven stress is prevented by arranging the transverse reinforcing components around the vertical support columns, and the strength and the rigidity of the foundation are obviously improved by vertical and transverse reinforcement.
The bidirectional reinforced composite foundation comprises a lower mounting plate, wherein a placing ring is uniformly and fixedly arranged at the upper end of the lower mounting plate, a limiting sleeve is arranged in the placing ring, a vertical supporting column is connected in a sliding clamping manner in the limiting sleeve, an upper mounting plate is fixedly arranged at the upper end of the vertical supporting column, a transverse reinforcing component is arranged between the lower mounting plate and the upper mounting plate, fixing bolts are arranged at four corners of the upper mounting plate, the lower ends of the fixing bolts are in threaded connection with the lower mounting plate, a bearing plate is arranged around the lower mounting plate and the upper mounting plate, when the bidirectional reinforced composite foundation is in use, the lower mounting plate is firstly placed on the ground, then the bearing plate is placed around the lower mounting plate, then the limiting sleeve is fixed between the placing rings, then the transverse reinforcing component is sleeved around the limiting sleeve, then the upper mounting plate is clamped on the lower mounting plate through the vertical supporting column and the limiting sleeve, finally the upper mounting plate is connected with the lower mounting plate through the fixing bolts, and then concrete is poured on the upper mounting plate for use in engineering.
Preferably, in order to prevent the device from shifting when in use, the lower end of the lower mounting plate is uniformly and fixedly provided with a limiting column, and the lower mounting plate is clamped on the external ground through the limiting column.
Preferably, in order to fix the stop collar on the lower mounting plate, a connecting screw is installed in the stop collar, and one end of the connecting screw passes through the stop collar and is in threaded connection with the lower mounting plate.
Preferably, in order to separate the transverse reinforcement assembly from the lower mounting plate and the upper mounting plate, a lower partition plate is fixedly arranged at the upper end of the lower mounting plate, the lower partition plate is sleeved around the placement ring, an upper partition plate is fixedly arranged at the lower end of the upper mounting plate, and the upper partition plate is sleeved around the vertical support column.
Preferably, in order to increase the lateral strength of the present utility model, the lateral reinforcement assembly includes a lower mosaic plate and an upper mosaic plate, both of which are sleeved around the stop collar.
Preferably, in order to inlay the reinforcing mesh plate between the lower mosaic plate and the upper mosaic plate, mosaic grooves are formed in the upper end of the lower mosaic plate and the lower end of the upper mosaic plate, and the reinforcing mesh plate is arranged in the mosaic grooves.
Preferably, in order to install the fixing bolt on the upper mounting plate, no protrusion is formed at the same time, a clamping groove is formed at four corners of the upper end of the upper mounting plate, and the fixing bolt is located in the clamping groove.
Preferably, in order to prevent the fixing bolt from being connected with the upper mounting plate when pouring the cement concrete, a sealing cover is clamped in the clamping groove, and the sealing cover is sleeved at the upper end of the fixing bolt.
The beneficial effects of the utility model are as follows: through with vertical support column joint in the stop collar to improve the vertical strength of compound basis, promote its ability of bearing upper portion load, simultaneously through set up horizontal reinforcing assembly around vertical support column, thereby can improve the horizontal intensity of compound basis, prevent the slope problem under the inhomogeneous operating mode of atress appears in the basis, through vertical and horizontal reinforcing showing the intensity that improves compound basis.
Drawings
Fig. 1 is a schematic diagram of the overall structure of the present utility model.
Fig. 2 is a schematic diagram of the internal structure of the present utility model.
Fig. 3 is a half cross-sectional view of the internal structure of the present utility model.
Fig. 4 is an exploded view of the internal structure of the present utility model.
In the figure: 1. a lower mounting plate; 2. placing a ring; 3. a limit sleeve; 4. a vertical support column; 5. an upper mounting plate; 6. a lateral reinforcement assembly; 601. a lower mosaic plate; 602. an upper mosaic plate; 603. embedding grooves; 604. reinforcing the mesh plate; 7. a fixing bolt; 8. a receiving plate; 9. a limit column; 10. a connecting screw; 11. a lower partition plate; 12. an upper partition plate; 13. a clamping groove; 14. sealing cover.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-4, a bidirectional reinforced composite foundation comprises a lower mounting plate 1, wherein a placement ring 2 is uniformly and fixedly installed at the upper end of the lower mounting plate 1, a limit sleeve 3 is installed in the placement ring 2, a vertical support column 4 is connected in a sliding clamping manner in the limit sleeve 3, an upper mounting plate 5 is fixedly installed at the upper end of the vertical support column 4, a transverse reinforcing component 6 is installed between the lower mounting plate 1 and the upper mounting plate 5, fixing bolts 7 are installed at four corners of the upper mounting plate 5, the lower ends of the fixing bolts 7 are in threaded connection with the lower mounting plate 1, a bearing plate 8 is arranged around the lower mounting plate 1 and the upper mounting plate 5, when the bidirectional reinforced composite foundation is used, the lower mounting plate 1 is firstly placed on the ground, then the bearing plate 8 is placed around the lower mounting plate 1, then the limit sleeve 3 is fixed between the placement rings 2, then the transverse reinforcing component 6 is sleeved around the limit sleeve 3, then the upper mounting plate 5 is clamped on the lower mounting plate 1 through the vertical support column 4 and the limit sleeve 3, finally the upper mounting plate 5 is connected with the lower mounting plate 1 through the fixing bolts 7, and then engineering cement concrete is poured on the upper mounting plate 5.
As a technical optimization scheme of the utility model, as shown in FIG. 2, the lower end of the lower mounting plate 1 is uniformly and fixedly provided with a limit post 9, the lower mounting plate 1 is clamped on the external ground through the limit post 9, the inside of the limit sleeve 3 is provided with a connecting screw 10, one end of the connecting screw 10 penetrates through the limit sleeve 3 to be in threaded connection with the lower mounting plate 1, when the lower mounting plate 1 is used, the lower mounting plate 1 is firstly fixed on the external ground through the limit post 9, then the bearing plate 8 is placed around the lower mounting plate 1, and then the limit sleeve 3 is fixed on the lower mounting plate 1 through the connecting screw 10.
As a technical optimization scheme of the utility model, as shown in fig. 3, a lower partition 11 is fixedly arranged at the upper end of a lower mounting plate 1, the lower partition 11 is sleeved around a placement ring 2, an upper partition 12 is fixedly arranged at the lower end of an upper mounting plate 5, the upper partition 12 is sleeved around a vertical support column 4, a transverse reinforcing assembly 6 comprises a lower mosaic plate 601 and an upper mosaic plate 602, the lower mosaic plate 601 and the upper mosaic plate 602 are sleeved around a limit sleeve 3, mosaic grooves 603 are formed in the upper end of the lower mosaic plate 601 and the lower end of the upper mosaic plate 602, a reinforcing screen 604 is arranged in the mosaic grooves 603, the lower mosaic plate 601 is sleeved around the limit sleeve 3 when in use, then the reinforcing screen 604 is placed in the mosaic grooves 603, the upper mosaic plate 602 is sleeved around the limit sleeve 3, and then the upper mounting plate 5 is clamped on the lower mounting plate 1 through the cooperation of the vertical support column 4 and the limit sleeve 3.
As a technical optimization scheme of the utility model, as shown in FIG. 4, clamping grooves 13 are formed in four corners of the upper end of an upper mounting plate 5, fixing bolts 7 are positioned in the clamping grooves 13, sealing covers 14 are clamped in the clamping grooves 13, the sealing covers 14 are sleeved at the upper ends of the fixing bolts 7, when the novel composite foundation is used, the upper mounting plate 5 and the lower mounting plate 1 are fixedly connected through the fixing bolts 7, the fixing bolts 7 are sealed through the sealing covers 14, and then the composite foundation is manufactured, and then cement concrete for engineering can be poured on the upper mounting plate 5.
When the utility model is used, the lower mounting plate 1 is fixed on the external ground through the limit posts 9, the bearing plate 8 is placed around the lower mounting plate 1, the limit sleeve 3 is fixed on the lower mounting plate 1 through the connecting screw 10, the lower mosaic plate 601 is sleeved around the limit sleeve 3, the reinforcing screen plate 604 is placed in the mosaic groove 603, the upper mosaic plate 602 is sleeved around the limit sleeve 3, the upper mounting plate 5 is clamped on the lower mounting plate 1 through the cooperation of the vertical support posts 4 and the limit sleeve 3, the upper mounting plate 5 and the lower mounting plate 1 are fixedly connected through the fixing bolts 7, the fixing bolts 7 are sealed through the sealing cover 14, and then the composite foundation is manufactured, and the engineering cement concrete can be poured on the upper mounting plate 5.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present utility model may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present disclosure describes embodiments, not every embodiment is provided with a separate embodiment, and that this description is provided for clarity only, and that the disclosure is not limited to the embodiments described in detail below, and that the embodiments described in the examples may be combined as appropriate to form other embodiments that will be apparent to those skilled in the art.
Claims (8)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420478232.7U CN221895813U (en) | 2024-03-12 | 2024-03-12 | A bidirectional reinforced composite foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420478232.7U CN221895813U (en) | 2024-03-12 | 2024-03-12 | A bidirectional reinforced composite foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221895813U true CN221895813U (en) | 2024-10-25 |
Family
ID=93125702
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202420478232.7U Expired - Fee Related CN221895813U (en) | 2024-03-12 | 2024-03-12 | A bidirectional reinforced composite foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221895813U (en) |
-
2024
- 2024-03-12 CN CN202420478232.7U patent/CN221895813U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20241025 |