CN212534179U - Multilayer single pile foundation - Google Patents
Multilayer single pile foundation Download PDFInfo
- Publication number
- CN212534179U CN212534179U CN202020855228.XU CN202020855228U CN212534179U CN 212534179 U CN212534179 U CN 212534179U CN 202020855228 U CN202020855228 U CN 202020855228U CN 212534179 U CN212534179 U CN 212534179U
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- Prior art keywords
- pile
- base
- piles
- main
- fixed block
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- Expired - Fee Related
Links
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 11
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 11
- 208000014617 hemorrhoid Diseases 0.000 claims 8
- 230000003019 stabilising effect Effects 0.000 claims 2
- 238000010276 construction Methods 0.000 abstract description 6
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 238000009434 installation Methods 0.000 description 2
- 230000002035 prolonged effect Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000000087 stabilizing effect Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model discloses a multilayer single pile basis, include cushion cap, king pile fixed block and enlarge the wing, the below of cushion cap all is provided with the cushion cap fixed block, and the below of cushion cap fixed block all is provided with the spliced pole, the below of spliced pole all is provided with the spliced pole fixed block, and the below of spliced pole fixed block is provided with the king pile, the atress reinforcing bar has all been welded to the left and right sides of king pile, and the inside of king pile all welds and has the reinforcing bar, the king pile fixed block sets up the below at the king pile, and the below of king pile fixed block is provided with the base, the below of base is provided with vice stake, and the inside of vice stake all welds and have the antidetonation spring, it all sets up the left and right sides at vice stake to enlarge the wing. The utility model provides a multilayer single pile foundation, enlarges the wing through the setting, can make the device constitute multilayer single pile foundation like this, improves the device's antidumping ability and bearing capacity, effectively shortens its pile body length, reduces manufacturing cost, makes things convenient for staff's construction operation.
Description
Technical Field
The utility model relates to a pile foundation technical field specifically is a multilayer single pile basis.
Background
The pile foundation is a deep foundation which combines the tops of a plurality of piles into a whole through a bearing platform and bears dynamic and static loads together, and the piles are vertical or inclined foundation components arranged in soil and are used for penetrating through soft high-compressibility soil layers or water and transmitting the loads borne by the piles to harder, denser or less compressible foundation bearing layers, so that the multilayer single-pile foundation is indispensable.
Traditional pile foundation, because the structure of device is comparatively single, in order to ensure that it can provide sufficient bearing capacity to upper building, require very big to the length of pile body, this pressure that has not only increased the aspect of construction cost has also improved the degree of difficulty of construction.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a multilayer single pile basis to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme:
the utility model provides a multilayer single pile basis, includes cushion cap, king pile fixed block and enlarges the wing, the below of cushion cap all is provided with the cushion cap fixed block, and the below of cushion cap fixed block all is provided with the spliced pole, the below of spliced pole all is provided with the spliced pole fixed block, and the below of spliced pole fixed block is provided with the king pile, the atress reinforcing bar has all been welded to the left and right sides of king pile, and the inside of king pile all welds and has consolidated reinforcing bar, the king pile fixed block sets up in the below of king pile, and the below of king pile fixed block is provided with the base, the below of base is provided with vice stake, and the inside of vice stake all welds and have the antidetonation spring, enlarge the wing and all set up the left and right sides at vice stake, and the below of vice stake all is provided with the stand fixed block, the below of stand fixed block all is provided with the stand, and.
Preferably, the stressed reinforcing steel bars are welded with the main pile, and the stressed reinforcing steel bars are symmetrically arranged around the central axis of the main pile.
Preferably, the reinforcing steel bars are welded with the main pile, and the reinforcing steel bars are arranged in the main pile at equal intervals.
Preferably, the base is tightly attached to the auxiliary piles, and the base is connected with the auxiliary piles through clamping grooves.
Preferably, the anti-seismic springs are welded with the auxiliary piles, and the anti-seismic springs are arranged in the auxiliary piles at equal intervals.
Preferably, the outer wall of the expansion wing and the outer wall of the auxiliary pile are both in an open-cell design, and the expansion wing is symmetrically arranged around the central axis of the auxiliary pile.
Preferably, the outer wall of stand and the outer wall of firm base are trompil formula design, and the stand sets up about the axis symmetry of firm base.
Compared with the prior art, the beneficial effects of the utility model are that:
1. a multilayer single pile foundation is provided with stressed steel bars, so that the pressure borne by the device can be dispersed, and the stress range of the device is improved;
2. a multilayer single pile foundation is provided with reinforcing steel bars, so that the device can be prevented from being damaged when being impacted by external force, and the service life of the device is prolonged;
3. the utility model provides a multilayer single pile foundation, enlarges the wing through the setting, can make the device constitute multilayer single pile foundation like this, improves the device's antidumping ability and bearing capacity, effectively shortens its pile body length, reduces manufacturing cost, makes things convenient for staff's construction operation.
Drawings
FIG. 1 is a schematic front view of an internal structure of a multi-layer single-pile foundation;
FIG. 2 is a schematic front view of a multi-layer single pile foundation;
FIG. 3 is a left side view of a multi-layer single pile foundation;
fig. 4 is an enlarged schematic view of a portion a in fig. 1.
In the figure: 1. a bearing platform; 2. a bearing platform fixing block; 3. connecting columns; 4. a connecting column fixing block; 5. a main pile; 6. stressed steel bars; 7. reinforcing steel bars; 8. fixing blocks of the main piles; 9. a base; 10. auxiliary piles; 11. an anti-seismic spring; 12. enlarging the wings; 13. a vertical column fixing block; 14. a column; 15. and (5) stabilizing the base.
Detailed Description
The technical solution of the present patent will be described in further detail with reference to the following embodiments.
Referring to fig. 1-4, a multi-layer single pile foundation includes a bearing platform 1, a main pile fixing block 8 and an expansion wing 12, wherein the bearing platform fixing block 2 is disposed below the bearing platform 1, a connection column 3 is disposed below the bearing platform fixing block 2, a connection column fixing block 4 is disposed below the connection column 3, a main pile 5 is disposed below the connection column fixing block 4, stress steel bars 6 are welded to the left and right sides of the main pile 5, a reinforcement steel bar 7 is welded inside the main pile 5, the main pile fixing block 8 is disposed below the main pile 5, a base 9 is disposed below the main pile fixing block 8, an auxiliary pile 10 is disposed below the base 9, anti-seismic springs 11 are welded inside the auxiliary pile 10, the expansion wing 12 is disposed on the left and right sides of the auxiliary pile 10, a vertical column fixing block 13 is disposed below the auxiliary pile 10, and a vertical column 14 is disposed below the vertical column fixing block 13, and a stabilizing base 15 is arranged below the upright post 14.
Furthermore, the stress steel bars 6 are welded with the main pile 5, the stress steel bars 6 are symmetrically arranged about the central axis of the main pile 5, and the stress steel bars 6 are arranged, so that the pressure born by the device can be dispersed, and the stress range of the device is improved.
Further, consolidate reinforcing bar 7 and 5 welding of king pile, and consolidate reinforcing bar 7 and be the equidistance setting in the inside of king pile 5, through setting up reinforcing bar 7, can avoid the device to receive external force when assaulting like this, cause the damage, improve the device's life.
Further, closely laminating between base 9 and the vice stake 10, and be connected for the draw-in groove between base 9 and the vice stake 10, through setting up base 9, because be connected for the draw-in groove between base 9 and the vice stake 10, can make things convenient for staff's installation and dismantlement like this.
Further, antidetonation spring 11 and vice stake 10 welding, and antidetonation spring 11 is the equidistance setting in the inside of vice stake 10, through setting up antidetonation spring 11, can avoid the device like this when receiving the external factor influence, produces vibrations, brings the inconvenience.
Furthermore, the outer wall of the expansion wing 12 and the outer wall of the auxiliary pile 10 are both in an open-hole design, the expansion wing 12 is symmetrically arranged about the central axis of the auxiliary pile 10, and the expansion wing 12 is arranged, so that the device can form a multi-layer single-pile foundation, the anti-overturning capacity and the bearing capacity of the device are improved, the pile body length of the device is effectively shortened, the manufacturing cost is reduced, and the construction operation of workers is facilitated.
Further, the outer wall of stand 14 and the outer wall of firm base 15 are open cell design, and stand 14 sets up about firm base 15's axis symmetry, through setting up firm base 15, can make the device atress more even like this, improves the device's steadiness.
The utility model discloses a theory of operation is: firstly, the device is moved to a required use position, then the auxiliary piles 10 are installed in a butt joint mode with the base 9, the base 9 is arranged, the base 9 is connected with the auxiliary piles 10 through the clamping grooves, so that installation and disassembly of workers can be facilitated, finally the device is placed in a required pre-embedding place to be pre-embedded, pressure borne by the device can be dispersed through the arrangement of the stress reinforcing steel bars 6, the stress range of the device is enlarged, damage to the device caused by external force impact can be avoided through the arrangement of the reinforcing steel bars 7, the service life of the device is prolonged, the device can be prevented from being vibrated and inconvenient when being influenced by external factors through the arrangement of the anti-seismic springs 11, the device can form a multi-layer single-pile foundation through the arrangement of the enlarged wings 12, and the anti-overturning capacity and the bearing capacity of the device are improved, effectively shorten its pile body length, reduce manufacturing cost, make things convenient for staff's construction operation, through setting up firm base 15, can make the device atress more even like this, improve the device's steadiness, just so the working process on multilayer single pile basis has been accomplished.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood by those of ordinary skill in the art through specific situations.
Although the preferred embodiments of the present patent have been described in detail, the present patent is not limited to the above embodiments, and various changes can be made without departing from the spirit of the present patent within the knowledge of those skilled in the art.
Claims (7)
1. The utility model provides a multilayer single pile basis, includes cushion cap (1), king pile fixed block (8) and enlarges wing (12), its characterized in that: the bearing platform comprises a bearing platform (1), bearing platform fixing blocks (2) and connecting columns (3) are arranged below the bearing platform fixing blocks (2), connecting column fixing blocks (4) are arranged below the connecting columns (3), main piles (5) are arranged below the connecting column fixing blocks (4), stress reinforcing steel bars (6) are welded on the left side and the right side of each main pile (5), reinforcing steel bars (7) are welded inside each main pile (5), the main pile fixing blocks (8) are arranged below the main piles (5), a base (9) is arranged below each main pile fixing block (8), auxiliary piles (10) are arranged below the base (9), anti-seismic springs (11) are welded inside each auxiliary pile (10), expansion wings (12) are arranged on the left side and the right side of each auxiliary pile (10), and columns (13) are arranged below the auxiliary piles (10), the lower part of the upright post fixing block (13) is provided with an upright post (14), and the lower part of the upright post (14) is provided with a stable base (15).
2. A multi-layer mono-pile foundation according to claim 1, wherein the load-bearing reinforcing bars (6) are welded to the main pile (5), and the load-bearing reinforcing bars (6) are symmetrically arranged about the central axis of the main pile (5).
3. A multi-layered mono-pile foundation according to claim 1, characterised in that the reinforcing bars (7) are welded to the main pile (5) and that the reinforcing bars (7) are arranged equidistantly inside the main pile (5).
4. A multi-layer single pile foundation as claimed in claim 1, wherein the base (9) and the secondary pile (10) are closely fitted, and the base (9) and the secondary pile (10) are connected by a clamping groove.
5. A multi-storey single pile foundation according to claim 1, wherein the anti-seismic springs (11) are welded to the secondary piles (10), and the anti-seismic springs (11) are arranged equidistantly inside the secondary piles (10).
6. A multi-layer mono-pile foundation according to claim 1, characterised in that the outer wall of the enlarging wings (12) and the outer wall of the secondary piles (10) are of open-cell design, and the enlarging wings (12) are symmetrically arranged about the central axis of the secondary piles (10).
7. A multi-layered mono-pile foundation according to claim 1, characterised in that the outer walls of the uprights (14) and the outer walls of the stabilising base (15) are of open-celled design, and that the uprights (14) are symmetrically arranged about the central axis of the stabilising base (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020855228.XU CN212534179U (en) | 2020-05-21 | 2020-05-21 | Multilayer single pile foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020855228.XU CN212534179U (en) | 2020-05-21 | 2020-05-21 | Multilayer single pile foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212534179U true CN212534179U (en) | 2021-02-12 |
Family
ID=74542982
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020855228.XU Expired - Fee Related CN212534179U (en) | 2020-05-21 | 2020-05-21 | Multilayer single pile foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212534179U (en) |
-
2020
- 2020-05-21 CN CN202020855228.XU patent/CN212534179U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20221027 Address after: Building 8, No. 188, Liuyuan Road, Gusu District, Suzhou City, Jiangsu Province, 215008 Patentee after: Shen Yunhua Address before: 510000 Room 202, 551 Xiahua 1st Road, JUNHE street, Baiyun District, Guangzhou City, Guangdong Province Patentee before: Li Baojun |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210212 |