CN218116428U - Spiral ground pile with reinforced strength - Google Patents
Spiral ground pile with reinforced strength Download PDFInfo
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- CN218116428U CN218116428U CN202222710240.3U CN202222710240U CN218116428U CN 218116428 U CN218116428 U CN 218116428U CN 202222710240 U CN202222710240 U CN 202222710240U CN 218116428 U CN218116428 U CN 218116428U
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Abstract
The utility model relates to a spiral ground stake technical field discloses a possess spiral ground stake with strength, including dismouting post one, dismouting post two, screw thread post and drill bit, dismouting post bottom middle part is provided with bolt one, the outer wall middle part fixedly connected with helical blade of cartridge post, two top middle parts of dismouting post are provided with jack one, two bottom middle parts of dismouting post are provided with bolt two, screw thread capital end middle part is provided with jack two, screw thread post outer wall downside is provided with the spiral line. The utility model discloses in, utilize the pile equipment of driving to squeeze into the rotatory soil of spiral ground stake after, helical blade also can rotate into soil thereupon, even can prevent the swing of spiral ground stake effectively when the wind pressure is great when making its use, dismouting post one, cartridge post two, screw thread post and drill bit all are connected with the bolt through bolt, jack between, when to different geology or soil, can dismantle or assemble the use.
Description
Technical Field
The utility model relates to a spiral ground stake technical field especially relates to a possess spiral ground stake that adds powerful.
Background
The spiral ground pile is a fixing piece, the lower part of the spiral ground pile is generally conical, the continuous spiral sheet is arranged on the spiral ground pile, the spiral ground pile is rotationally driven into soil through pile driving equipment, and the spiral ground pile is widely applied to fence and guardrail net pile foundations to present solar power stations, agricultural greenhouses, light steel structures, wooden house villas, street lamps, fences and the like, and mainly plays a role in bearing and stabilizing.
The existing spiral ground pile is long in length, the diameter ratio is thick, or cement is poured on the periphery of the spiral ground pile to meet the requirements of drawing force or bending moment, but the construction is complex and the cost is high by using the method, the stiffness of the conventional spiral ground pile cannot be adjusted according to the geology, and when the conventional spiral ground pile meets the geology with hard soil or the soil with hard strong weathered rock, the spiral ground piles of different types need to be replaced, so that the whole use selectivity is low.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the prior art and providing a spiral ground pile with reinforced strength.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides a possess powerful spiral ground stake, includes dismouting post one, dismouting post two, screw thread post and drill bit, dismouting post top middle part fixedly connected with ring flange, dismouting post bottom middle part is provided with bolt one, bolt one inside is provided with screw one, dismouting post outer wall middle part fixedly connected with helical blade, two top middle parts of dismouting post are provided with jack one, dismouting post outer wall upside is provided with screw two, bolt one and jack one looks block, two inside screw thread connections of screw have bolt one, bolt one back side thread connection is in the inside of screw one, two bottom middle parts of dismouting post are provided with bolt two, two inside screw three that are provided with of bolt, screw thread post top middle part is provided with jack two, screw thread post outer wall upside is provided with screw four, bolt two and jack two looks block, four inside screw thread connections have bolt two, bolt two back side thread connections are inside screw three, screw thread post outer wall downside is provided with screw, screw thread post bottom middle part is provided with bolt three, three inside is provided with five screws, drill bit outer wall middle part fixedly connected with a plurality of cutting sword, six screw thread connections are provided with screw thread holes at the screw thread hole, three back side thread connections are provided with screw thread connections.
As a further description of the above technical solution:
the second disassembling column is located below the second disassembling column, the threaded column is located below the second disassembling column, and the drill bit is located below the threaded column.
As a further description of the above technical solution:
the first bolt and the second bolt are the same in size, and the first bolt and the second bolt are the same in size.
As a further description of the above technical solution:
the sizes of the bolt III and the bolt III are smaller than those of the bolt I and the bolt II and those of the bolt I and the bolt II.
As a further description of the above technical solution:
the flange plate is in a six-edge equilateral shape.
As a further description of the above technical solution:
the thread pitch of the spiral threads on the threaded column is gradually reduced from the force application end to the drill bit end.
As a further description of the above technical solution:
the cutting knife is of a two-section spiral type.
The utility model discloses following beneficial effect has:
1. the utility model discloses in, utilize the pile equipment to squeeze into the rotatory soil of spiral ground stake after, also can revolve the income soil thereupon through fixing helical blade on dismouting post two, fix the position of spiral ground stake, even also can prevent the swing of spiral ground stake effectively when the wind pressure is great when making its use, construction convenience, and the cost is lower.
2. The utility model discloses in, all be connected through bolt, jack and bolt between dismouting post one, dismouting post two, screw thread post and the drill bit, when to different geology or soil, can dismantle or assemble the use, need not to change the spiral ground stake of different grade type, promoted the whole practicality of spiral ground stake.
Drawings
Fig. 1 is a perspective view of a spiral ground pile with enhanced strength provided by the present invention;
FIG. 2 is a split view of the spiral ground pile with enhanced strength provided by the present invention;
fig. 3 is an enlarged view of a portion a in fig. 2.
Illustration of the drawings:
1. a flange plate; 2. disassembling the first column; 3. a first bolt; 4. a first screw hole; 5. disassembling the second column; 6. a helical blade; 7. a first jack; 8. a second screw hole; 9. a first bolt; 10. a second bolt; 11. a third screw hole; 12. a threaded post; 13. a second jack; 14. a screw hole IV; 15. a second bolt; 16. helical thread; 17. a third bolt; 18. a fifth screw hole; 19. a drill bit; 20. a cutting blade; 21. a third jack; 22. a screw hole six; 23. and a third bolt.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-3, the present invention provides an embodiment: a powerful spiral ground pile comprises a first dismounting column 2, a second dismounting column 5, a threaded column 12 and a drill 19, wherein a flange plate 1 is fixedly connected to the middle of the top end of the first dismounting column 2, the flange plate 1 is regular hexagonal and is more convenient to clamp and apply force relative to a round shape, so that the ground pile can be driven to rotate more conveniently to drive the ground pile into the ground, a first bolt 3 is arranged in the middle of the bottom end of the first dismounting column 2, a first screw hole 4 is formed in the first bolt 3, a spiral blade 6 is fixedly connected to the middle of the outer wall of the second dismounting column 5, a first insertion hole 7 is formed in the middle of the top end of the second dismounting column 5, a second screw hole 8 is formed in the upper side of the outer wall of the second dismounting column 5, the first bolt 3 is clamped with the first insertion hole 7, a first bolt 9 is connected to the inner portion of the first screw hole 4 through threads of the first bolt 3, and the first bolt 9 penetrates through the second screw hole 8 to be connected with the first screw hole 4 in the first bolt 3, the first dismounting column 2 and the second dismounting column 5 can be connected, when aiming at different geology or soil, the dismounting or assembling use can be carried out, the middle part of the bottom end of the second dismounting column 5 is provided with a bolt II 10, the inside of the bolt II 10 is provided with a screw hole III 11, the middle part of the top end of the screw thread column 12 is provided with a jack II 13, the upper side of the outer wall of the screw thread column 12 is provided with a screw hole IV 14, the bolt II 10 is clamped with the jack II 13, the inner part of the screw hole IV 14 is connected with a bolt II 15 through screw threads, the rear side of the bolt II 15 is connected inside the screw hole III 11 through screw threads, the bolt II 15 is then connected with the screw hole III 11 inside the bolt II 10 through the screw hole IV 14, the second dismounting column 5 and the screw thread column 12 can be connected, the lower side of the outer wall of the screw thread column 12 is provided with spiral threads 16, the middle part of the bottom end of the screw thread column 12 is provided with a bolt III 17, the inside screw hole five 18 that is provided with of bolt three 17, 19 outer walls of drill bit middle part fixedly connected with a plurality of cutting sword 20, 19 top middle parts of drill bit are provided with jack three 21, 19 outer walls of drill bit upside is provided with screw hole six 22, the inside threaded connection of screw hole six 22 has bolt three 23, the threaded connection of three 23 rear sides of bolt is inside five 18 of screw hole, block with jack three 21 looks through bolt three 17, bolt three 23 runs through screw hole six 22 and is connected with five 18 of the inside screw hole of bolt three 17 afterwards, can be connected between screw post 12 and the drill bit 19, the cutting sword 20 of screw-tupe, can smash the rock better, can deal with some comparatively hard and complicated geology, and the drill bit 19 can dismantle the function for having, if the later stage uses 19 serious changes of wearing and tearing of drill bit.
The disassembly and assembly column II 5 is located below the disassembly and assembly column I2, the threaded column 12 is located below the disassembly and assembly column II 5, the drill bit 19 is located below the threaded column 12, the bolt I3 is the same as the bolt II 10 in size, the bolt I9 is the same as the bolt II 15 in size, the bolt III 17 and the bolt III 23 are smaller than the bolt I3, the bolt II 10, the bolt I9 and the bolt II 15 in size, the flange plate 1 is in a six-edge equilateral-shape, the thread pitch of the spiral threads 16 on the threaded column 12 is gradually reduced from a force application end to the drill bit 19 end, the resistance of soil to the ground pile is larger when the spiral ground pile is screwed in the early stage, the spiral ground pile can be screwed in the ground more easily due to the arrangement of the thread pitch, the cutting knife 20 is in a two-section spiral shape, and the two-section spiral cutting knife 20 can better crush rocks and can cope with hard and complex geology.
The working principle is as follows: at first utilize pile equipment to fix ring flange 1, drill bit 19 contact ground, make spiral ground stake perpendicular to ground, squeeze into soil with the rotation of spiral ground stake afterwards, the helical blade 6 of fixing on dismouting post two 5 afterwards also can revolve into soil thereupon, fix the position of spiral ground stake, even can prevent the swing of spiral ground stake effectively when the wind pressure is great when making it use, it is comparatively convenient to be under construction, can dismantle or assemble the use to dismouting post one 2, dismouting post two 5, screw thread post 12 and drill bit 19 when to different soil and geology, the whole practicality of spiral ground stake has been promoted.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications and variations can be made in the embodiments or in other embodiments without departing from the spirit and scope of the invention.
Claims (7)
1. The utility model provides a possess powerful spiral ground stake, includes dismouting post (2), dismouting post two (5), screw thread post (12) and drill bit (19), its characterized in that: the middle part of the top end of the first dismounting column (2) is fixedly connected with a flange plate (1), the middle part of the bottom end of the first dismounting column (2) is provided with a first bolt (3), the inside of the first bolt (3) is provided with a first screw hole (4), the middle part of the outer wall of the second dismounting column (5) is fixedly connected with a helical blade (6), the middle part of the top end of the second dismounting column (5) is provided with a first jack hole (7), the upper side of the outer wall of the second dismounting column (5) is provided with a second screw hole (8), the first bolt (3) is clamped with the first jack hole (7), the inner thread of the second screw hole (8) is connected with a first bolt (9), the rear side thread of the first bolt (9) is connected inside the first screw hole (4), the middle part of the bottom end of the second dismounting column (5) is provided with a second bolt (10), the inside of the second bolt (10) is provided with a third screw hole (11), the middle part of the top end of the threaded column (12) is provided with a second jack (13), the outer wall of the threaded column (12) is provided with a fourth screw hole (14), the upper side thread of the second bolt (10) is connected with a second screw hole (15), the inner thread of the second screw hole (15), the screw hole (16) is connected with a screw thread of the screw bolt (15), the lower side thread of the second screw bolt (12), and the screw bolt (16) is arranged on the lower side of the screw bolt (12), threaded column (12) bottom middle part is provided with bolt three (17), bolt three (17) inside is provided with screw five (18), a plurality of cutting sword (20) of drill bit (19) outer wall middle part fixedly connected with, drill bit (19) top middle part is provided with jack three (21), drill bit (19) outer wall upside is provided with screw six (22), screw six (22) inside threaded connection has bolt three (23), the threaded connection of bolt three (23) rear side is inside screw five (18).
2. A reinforced helical pile as defined in claim 1, wherein: the second dismounting column (5) is located below the first dismounting column (2), the threaded column (12) is located below the second dismounting column (5), and the drill bit (19) is located below the threaded column (12).
3. A reinforced helical pile as defined in claim 1, wherein: the first bolt (3) and the second bolt (10) are the same in size, and the first bolt (9) and the second bolt (15) are the same in size.
4. A reinforced helical pile as defined in claim 1, wherein: the sizes of the bolt III (17) and the bolt III (23) are smaller than those of the bolt I (3) and the bolt II (10) and the bolt I (9) and the bolt II (15).
5. A reinforced helical pile as defined in claim 1, wherein: the flange plate (1) is in a six-edge equilateral shape.
6. A reinforced helical pile as defined in claim 1, wherein: the pitch of the spiral thread (16) on the threaded column (12) is gradually reduced from the force application end to the drill bit (19) end.
7. A reinforced helical pile as defined in claim 1, wherein: the cutting knife (20) is of a two-section spiral type.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222710240.3U CN218116428U (en) | 2022-10-14 | 2022-10-14 | Spiral ground pile with reinforced strength |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222710240.3U CN218116428U (en) | 2022-10-14 | 2022-10-14 | Spiral ground pile with reinforced strength |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218116428U true CN218116428U (en) | 2022-12-23 |
Family
ID=84498085
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222710240.3U Active CN218116428U (en) | 2022-10-14 | 2022-10-14 | Spiral ground pile with reinforced strength |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218116428U (en) |
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2022
- 2022-10-14 CN CN202222710240.3U patent/CN218116428U/en active Active
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