CN215931532U - Pile foundation analogue means for architecture - Google Patents
Pile foundation analogue means for architecture Download PDFInfo
- Publication number
- CN215931532U CN215931532U CN202121839776.4U CN202121839776U CN215931532U CN 215931532 U CN215931532 U CN 215931532U CN 202121839776 U CN202121839776 U CN 202121839776U CN 215931532 U CN215931532 U CN 215931532U
- Authority
- CN
- China
- Prior art keywords
- pile foundation
- simulation
- pile
- sliding connection
- driving frame
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000004088 simulation Methods 0.000 claims abstract description 42
- 210000005056 cell body Anatomy 0.000 claims description 16
- 239000002689 soil Substances 0.000 claims description 5
- 238000009530 blood pressure measurement Methods 0.000 description 4
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
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- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model discloses a pile foundation simulation device for architecture, which comprises a simulation groove body, wherein a pile driving frame is arranged above the simulation groove body in a sliding connection mode, a sliding rail is connected to the top in the pile driving frame, a sliding seat is arranged on the sliding rail in a sliding connection mode, a hydraulic cylinder is connected to the sliding seat and is provided with a hydraulic rod in a sliding connection mode, a pressure measuring box is connected to the bottom in the simulation groove body, a pressure sensor is connected to the pressure measuring box and is provided with a pile foundation, the pile foundation is placed above the pressure sensor, and a hydraulic pump is connected to the outer side wall of the simulation groove body in a matched mode of the hydraulic cylinder. Compared with the prior art, the utility model has the advantages that: according to the utility model, by arranging the dome-shaped pile driving frame and the slidable hydraulic cylinder, loads at different angles can be applied to the pile foundation, the actual situation is closer, and the obtained result is more accurate; the current applied load and the applied angle can be displayed through the display screen, and various parameters of the simulation test can be conveniently controlled.
Description
Technical Field
The utility model relates to the field of architecture, in particular to a pile foundation simulation device for architecture.
Background
In high-rise buildings, pile foundations are widely applied, and pile foundations need to be subjected to pile foundation simulation experiments before being put into use, so that the performance of the pile foundations in use can be known.
The existing pile foundation simulation device can only apply vertical load to a pile foundation generally when in use, can not well apply load at different angles or horizontal load, and can not well simulate the loading condition of a real pile foundation.
SUMMERY OF THE UTILITY MODEL
The utility model aims to overcome the technical defects and provide a pile foundation simulation device for architecture, which has a reasonable structure and a good simulation effect.
In order to solve the technical problems, the technical scheme provided by the utility model is as follows: the utility model provides a pile foundation analogue means for architecture, includes the simulation cell body, simulation cell body top sliding connection is equipped with the pile frame, the top connection is equipped with the slide rail in the pile frame, sliding connection is equipped with the slide on the slide rail, the connection is equipped with the pneumatic cylinder on the slide, sliding connection is equipped with the hydraulic stem in the pneumatic cylinder, the bottom connection is equipped with the pressure measurement case in the simulation cell body, pressure measurement incasement connection is equipped with pressure sensor, the pressure sensor top is placed and is equipped with the pile foundation, cooperation pneumatic cylinder connection is equipped with the hydraulic pump on the simulation cell body lateral wall.
Furthermore, the top of the simulation groove body is provided with a sliding groove, and the pile driving frame is connected in the sliding groove in a sliding mode.
Furthermore, the top of the pile foundation is connected with a bearing plate, and the surface of the bearing plate is arc-shaped, so that loads at different angles can be conveniently borne.
Furthermore, one end of the hydraulic rod, far away from the hydraulic cylinder, is connected with a pressure head by matching with a pressure bearing plate.
Furthermore, the simulation tank body is filled with test soil.
Furthermore, a display screen is connected and arranged on the simulation tank body in a manner of matching with the pressure sensor.
Compared with the prior art, the utility model has the advantages that: the utility model has simple and compact structure, can apply different angle loads to the pile foundation by arranging the dome type pile driving frame and the slidable hydraulic cylinder, has more practical condition of a simulation test and more accurate obtained result; the current applied load and the applied angle can be displayed through the display screen, so that various parameters of the simulation test can be conveniently controlled, and the practicability is high.
Drawings
Fig. 1 is a schematic view of a front view internal structure of a pile foundation simulation device for architecture according to the present invention.
Fig. 2 is a schematic side view of a pile foundation simulation device for architecture according to the present invention.
As shown in the figure: 1. the device comprises a simulation groove body, 2, a pile driving frame, 3, a sliding rail, 4, a sliding seat, 5, a hydraulic cylinder, 6, a hydraulic rod, 7, a pressure measuring box, 8, a pressure sensor, 9, a pile foundation, 10, a hydraulic pump, 11, a sliding groove, 12, a bearing plate, 13, a pressure head, 14, test soil, 15 and a display screen.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Combine accompanying figure 1-2, a pile foundation analogue means for architecture, including simulation cell body 1, 1 top sliding connection of simulation cell body is equipped with pile driver frame 2, the top connection is equipped with slide rail 3 in the pile driver frame 2, sliding connection is equipped with slide 4 on the slide rail 3, it is equipped with pneumatic cylinder 5 to connect on the slide 4, 5 sliding connection in the pneumatic cylinder is equipped with hydraulic stem 6, the bottom connection is equipped with pressure measurement case 7 in the simulation cell body 1, 7 in-connection of pressure measurement case is equipped with pressure sensor 8, pressure sensor 8 places the top and is equipped with pile foundation 9, cooperation pneumatic cylinder 5 is connected and is equipped with hydraulic pump 10 on the 1 lateral wall of simulation cell body.
When the pile driving frame 2 is implemented specifically, a control center for controlling the hydraulic pump 10, the display screen 15 and the pressure sensor 8 is arranged on the pile driving frame 2, firstly, the pile driving frame 2 slides to one side, the pile foundation 9 is inserted into the test soil 14, the bottom of the pile foundation 9 is positioned at the top of the pressure sensor 8, the pile driving frame 2 slides to the position above the pile foundation 9, the hydraulic pump 10 is started, the hydraulic rod 6 pushes the pressure head 13 to apply load to the bearing plate 12, and the pressure sensor 8 transmits signals to the display screen 15 and displays current parameters.
The present invention and its embodiments have been described above, and the description is not intended to be limiting, and the drawings are only one embodiment of the present invention, and the actual structure is not limited thereto. In summary, those skilled in the art should appreciate that they can readily use the disclosed conception and specific embodiments as a basis for designing or modifying other structures for carrying out the same purposes of the present invention without departing from the spirit and scope of the utility model as defined by the appended claims.
Claims (6)
1. The utility model provides a pile foundation analogue means for architecture, includes simulation cell body (1), its characterized in that: simulation cell body (1) top sliding connection is equipped with pile driving frame (2), the top connection is equipped with slide rail (3) in pile driving frame (2), sliding connection is equipped with slide (4) on slide rail (3), it is equipped with pneumatic cylinder (5) to connect on slide (4), pneumatic cylinder (5) internal sliding connection is equipped with hydraulic stem (6), the bottom connection is equipped with pressure measuring box (7) in simulation cell body (1), pressure measuring box (7) in-connection is equipped with pressure sensor (8), pressure sensor (8) top is placed and is equipped with pile foundation (9), cooperation pneumatic cylinder (5) connection is equipped with hydraulic pump (10) on simulation cell body (1) lateral wall.
2. A pile foundation simulation device for architecture according to claim 1, wherein: the simulation cell body (1) top is equipped with spout (11), pile driving frame (2) sliding connection is in spout (11).
3. A pile foundation simulation device for architecture according to claim 1, wherein: the top of the pile foundation (9) is connected with a bearing plate (12), and the surface of the bearing plate (12) is arc-shaped.
4. A pile foundation simulation device for architecture according to claim 3, wherein: and one end of the hydraulic rod (6) far away from the hydraulic cylinder (5) is matched with the bearing plate (12) to be connected with a pressure head (13).
5. A pile foundation simulation device for architecture according to claim 1, wherein: the simulation tank body (1) is filled with test soil (14).
6. A pile foundation simulation device for architecture according to claim 1, wherein: the simulation tank body (1) is connected with a display screen (15) in cooperation with the pressure sensor (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121839776.4U CN215931532U (en) | 2021-08-06 | 2021-08-06 | Pile foundation analogue means for architecture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121839776.4U CN215931532U (en) | 2021-08-06 | 2021-08-06 | Pile foundation analogue means for architecture |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215931532U true CN215931532U (en) | 2022-03-01 |
Family
ID=80400041
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121839776.4U Expired - Fee Related CN215931532U (en) | 2021-08-06 | 2021-08-06 | Pile foundation analogue means for architecture |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215931532U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115791402A (en) * | 2022-12-08 | 2023-03-14 | 武汉理工大学 | Multi-directional coupling visual pile anchor loading device and pile anchor loading method |
-
2021
- 2021-08-06 CN CN202121839776.4U patent/CN215931532U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115791402A (en) * | 2022-12-08 | 2023-03-14 | 武汉理工大学 | Multi-directional coupling visual pile anchor loading device and pile anchor loading method |
| CN115791402B (en) * | 2022-12-08 | 2024-02-09 | 武汉理工大学 | Multidirectional coupling visualized pile anchor loading device and pile anchor loading method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220301 |