CN213538956U - Anti-pulling pile for power transmission and transformation engineering production - Google Patents
Anti-pulling pile for power transmission and transformation engineering production Download PDFInfo
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- CN213538956U CN213538956U CN202022401631.8U CN202022401631U CN213538956U CN 213538956 U CN213538956 U CN 213538956U CN 202022401631 U CN202022401631 U CN 202022401631U CN 213538956 U CN213538956 U CN 213538956U
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- pile
- pile body
- back taper
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- 238000004519 manufacturing process Methods 0.000 title claims abstract description 16
- 230000009466 transformation Effects 0.000 title claims description 12
- 230000005540 biological transmission Effects 0.000 title claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 31
- 239000010959 steel Substances 0.000 claims abstract description 31
- 230000002093 peripheral effect Effects 0.000 claims abstract description 5
- 238000003466 welding Methods 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 6
- 239000002689 soil Substances 0.000 description 4
- 241001125929 Trisopterus luscus Species 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 230000010354 integration Effects 0.000 description 2
- 239000011148 porous material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
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Abstract
The utility model discloses a send transformer engineering production to use anti-floating pile, including back taper pile body, upper portion steel body structure, screw thread stake, stake and annular board of pounding, back taper pile body top is equipped with upper portion steel body structure, upper portion steel body structure bottom mounting welds and is equipped with the screw thread stake, the threaded slot that corresponds the position with the screw thread stake is seted up at the internal top of back taper pile, back taper pile body top just is located the peripheral cover of upper portion steel body structure and is equipped with the annular board of pounding. The whole uplift pile increases the binding force of the upper steel body structure and the inverted cone pile body, effectively improves the splicing stability of the bottom of the inverted cone pile body and the ground bottom, has higher uplift effect, enables the prestress of the inverted cone pile body which can be used for the ground bottom to be higher, increases the stability of the uplift pile body, and increases the uplift resistance of the whole superstructure.
Description
Technical Field
The utility model relates to an uplift pile technical field, in particular to send and become uplift pile for engineering production.
Background
Traditional uplift pile is not good because anti-skidding effect when using, and the uplift pile exists the phenomenon of rocking, has the potential safety hazard, influences user's safety, lacks the structure of good increase frictional force, does not have good integrated connection part for stability between upper strata supporting mechanism and the pile body is not high, and the easy appearance breaks away from the phenomenon, lacks the pile inserting structure that carries out supplementary processing to the pile body of pounding. Therefore, the uplift pile for power transmission and transformation engineering production is provided.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a send power transformation project production to use anti-floating pile can effectively solve the problem in the background art.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a send transformer engineering production to use anti-floating pile, includes back taper pile body, upper portion steel body structure, screw thread stake, pile inserting and annular board of pounding, back taper pile body top is equipped with upper portion steel body structure, upper portion steel body structure bottom mounting welds and is equipped with the screw thread stake, the screw thread slot that corresponds the position with the screw thread stake is seted up at the top in the back taper pile body, back taper pile body top just is located the peripheral cover of upper portion steel body structure and is equipped with the annular board of pounding.
Furthermore, the bottom of the annular pounding plate is provided with inserting piles in a distributed welding mode, and inserting channels corresponding to the inserting piles are arranged in the inverted cone-shaped pile body and located on the periphery of the threaded slots in a penetrating and clamping mode.
Furthermore, an annular caulking groove corresponding to the annular pounding plate is formed in the top of the inverted conical pile body and located on the periphery of the threaded slot.
Furthermore, the outer wall of the inverted cone-shaped pile body is provided with anti-skid protrusions, and concrete is poured on the periphery of the upper steel body structure.
Compared with the prior art, the utility model discloses following beneficial effect has:
1. through the setting of non-skid convex, can effectively increase the anti-skidding effect between the back taper pile body and the soil layer, treat the back taper pile body and pound the back of going into, the personnel will have the annular of inserting the stake and pound inserting of board, make the stake insert in succession and insert the back in the lane that corresponds, personnel are pounded the board top through pounding the piece and are pressed to the annular, make the annular pound the stake of inserting of board bottom insert by the lane of back taper pile body in the lump and locate back taper pile body bottom outlying soil, thereby make the back taper pile body can be used for the prestressing force of ground end higher, increase its stability, increase the resistance to plucking of whole superstructure.
2. Insert through the screw thread stake with the screw thread slot screw thread of upper portion steel body structure and the back taper pile body and establish the connection, the realization carries out integration installation with upper portion steel body structure and back taper pile body, pour into the concrete into in the ground bottom pore that pouts out the toper pile body again, make upper portion steel body structure and pout the way and stabilize the design, whole anti-drawing pile increases the cohesion of upper portion steel body structure and back taper pile body, and effectively improve the grafting stability of back taper pile body bottom and ground bottom, higher resistance to plucking effect has.
Drawings
Fig. 1 is the utility model relates to a cross-sectional structure schematic diagram of anti-floating pile for power transmission and transformation engineering production.
Fig. 2 is the utility model relates to a main structure schematic diagram of looking of back taper pile body of anti-floating pile for transmission and transformation engineering production.
Fig. 3 is the utility model relates to a structural schematic diagram is overlooked to back taper pile body of anti-floating pile for transmission and transformation engineering production.
In the figure: 1. an inverted conical pile body; 2. a threaded socket; 3. an upper steel body structure; 4. a threaded pile; 5. an annular caulking groove; 6. annular pounding plates; 7. pile inserting; 8. inserting a channel; 9. and (4) anti-skid bulges.
Detailed Description
In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand, the present invention is further described below with reference to the following embodiments.
As shown in fig. 1-3, a send power transformation engineering production to use anti-floating pile, including back taper pile body 1, upper portion steel body structure 3, screw pile 4, peg graft 7 and annular board 6 of pounding, 1 top of back taper pile body is equipped with upper portion steel body structure 3, 3 bottom fixings of upper portion steel body structure weld and are equipped with screw pile 4, screw slot 2 that corresponds the position with screw pile 4 is seted up at the top in the back taper pile body 1, 1 top of back taper pile body just is located 3 peripheral covers of upper portion steel body structure and is equipped with annular board 6 of pounding.
Wherein, 6 bottom distribution welding of annular plate of pounding is equipped with the spud 7, it runs through the card and is equipped with the inserted way 8 that corresponds with spud 7 to be located the periphery of screw thread slot 2 in the back taper pile body 1.
This embodiment is shown in fig. 1.
Wherein, the top of the inverted cone-shaped pile body 1 and the periphery of the threaded slot 2 are provided with annular caulking grooves 5 corresponding to the annular pounding plates 6.
This embodiment is shown in fig. 1.
The anti-skid pile is characterized in that anti-skid protrusions 9 are arranged on the outer wall of the inverted cone-shaped pile body 1, and concrete is poured on the periphery of the upper steel body structure 3.
This embodiment is shown in fig. 1.
It should be noted that the utility model relates to an anti-pulling pile for power transmission and transformation engineering production, when working, the personnel firstly pouts the inverted cone pile body 1 into the ground bottom of the building planning area, through the setting of the anti-skidding bulge 9, the anti-skidding effect between the inverted cone pile body 1 and the soil layer can be effectively increased, after the inverted cone pile body 1 is pounded, the personnel inserts the annular pounding plate 6 with the inserted pile 7, after the inserted pile 7 is inserted into the corresponding inserting channel 8 in succession, the personnel pounds the top of the annular pounding plate 6 through the pounding piece, so that the inserted pile 7 at the bottom of the annular pounding plate 6 is inserted into the peripheral soil at the bottom of the inverted cone pile body 1 through the inserting channel 8 of the inverted cone pile body 1, thereby the prestress of the inverted cone pile body 1 for the ground bottom is higher, the stability is increased, the anti-pulling performance of the whole superstructure is increased, then the upper steel body structure 3 is inserted, and the threaded pile body 3 is inserted into the slot of the inverted cone pile body 2 by utilizing the threaded column 4, realize carrying out the integration installation with upper portion steel body structure 3 and back taper pile body 1, pour into the concrete into in the ground bottom pore that the tapered pile body 1 was pounded out again, make upper portion steel body structure 3 (for the upper bearing building steel body such as steel reinforcement cage) and pounded the way and stabilize the design, whole uplift pile increases upper portion steel body structure 3 and back taper pile body 1's cohesion, and effectively improve the grafting stability of back taper pile body 1 bottom and ground bottom, higher uplift effect has.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (4)
1. The utility model provides a send transformer engineering production with anti-floating pile, includes back taper pile body (1), upper portion steel body structure (3), screw thread pile (4), pile inserting (7) and annular board (6) of pounding, its characterized in that, back taper pile body (1) top is equipped with upper portion steel body structure (3), upper portion steel body structure (3) bottom mounting welds and is equipped with screw thread pile (4), screw thread slot (2) that correspond the position with screw thread pile (4) are seted up at the top in back taper pile body (1), back taper pile body (1) top just is located upper portion steel body structure (3) peripheral cover and is equipped with annular board (6) of pounding.
2. The uplift pile for power transmission and transformation engineering production according to claim 1, wherein: annular board of pounding (6) bottom distribution welding is equipped with spud (7), just be located screw thread slot (2) periphery in back taper pile body (1) and run through the card and be equipped with plug-in groove (8) that correspond with spud (7).
3. The uplift pile for power transmission and transformation engineering production according to claim 1, wherein: the top of the inverted cone-shaped pile body (1) is positioned at the periphery of the threaded slot (2) and is provided with an annular caulking groove (5) corresponding to the annular pounding plate (6).
4. The uplift pile for power transmission and transformation engineering production according to claim 1, wherein: the anti-skidding type inverted cone pile is characterized in that anti-skidding protrusions (9) are arranged on the outer wall of the inverted cone-shaped pile body (1), and concrete is poured on the periphery of the upper steel body structure (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022401631.8U CN213538956U (en) | 2020-10-26 | 2020-10-26 | Anti-pulling pile for power transmission and transformation engineering production |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022401631.8U CN213538956U (en) | 2020-10-26 | 2020-10-26 | Anti-pulling pile for power transmission and transformation engineering production |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213538956U true CN213538956U (en) | 2021-06-25 |
Family
ID=76500108
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022401631.8U Expired - Fee Related CN213538956U (en) | 2020-10-26 | 2020-10-26 | Anti-pulling pile for power transmission and transformation engineering production |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213538956U (en) |
-
2020
- 2020-10-26 CN CN202022401631.8U patent/CN213538956U/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: 20210625 |