CN208072399U - A kind of pile top - Google Patents
A kind of pile top Download PDFInfo
- Publication number
- CN208072399U CN208072399U CN201820299255.6U CN201820299255U CN208072399U CN 208072399 U CN208072399 U CN 208072399U CN 201820299255 U CN201820299255 U CN 201820299255U CN 208072399 U CN208072399 U CN 208072399U
- Authority
- CN
- China
- Prior art keywords
- pile top
- pile
- main body
- top main
- welding block
- Prior art date
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 44
- 239000010959 steel Substances 0.000 claims abstract description 44
- 238000003466 welding Methods 0.000 claims abstract description 18
- 239000000463 material Substances 0.000 claims abstract description 4
- 241000277275 Oncorhynchus mykiss Species 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 4
- 230000008569 process Effects 0.000 abstract description 4
- 239000004566 building material Substances 0.000 abstract description 2
- 239000002689 soil Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000002708 enhancing effect Effects 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of pile tops, it is related to building material field, including pile body, connecting plate, welding block, pile top main body and pile top steel toe, connecting plate and welding block are the radius that the identical disc structure of radius and its radius are more than pile body, pile body is connected by connecting plate with welding block, the other end of welding block is welded with pile top main body, pile top main body is frustum cone structure, pile top steel toe is frustum cone structure steel plate materials and is welded on the right side of pile top main body, the left side diameter of pile top steel toe is identical as the right side diameter of pile top main body and chamfering between the right side of pile top steel toe and its side is circular arc chamfering, it is welded with zigzag steel plate on the outer surface of the pile top main body.The utility model can solve the problems, such as flimsy during work progress is big to pile body damage in the prior art, pile top is not easy to be driven underground, pile top is easily broken and pile top transportational process.
Description
Technical field
The utility model is related to building material field, the pile top in especially a kind of construction for engineering foundation.
Background technology
As the improvement of people's living standards, in building field, the height of building is higher and higher, and building is built higher
Requirement for ground is higher and higher, and the firmness of the ground of skyscraper directly influences the practical safety of building and builds
In the service life built, due to modern society, the natural calamities such as earthquake, flood take place frequently, and building lot depth and firmness are wanted
Ask higher and higher, however the pile pile of modern ground construction practicality is provided with reinforcing bar in pile pile inner periphery mostly, is used for pile pile
It is secured, be generally all not provided with pile top in pile pile one end, it is extremely difficult during being driven underground in this way, while if
When encountering harder subterranean layer, do not go down very much substantially, while prodigious damage is also resulted in pile pile itself.
Utility model content
The technical problem to be solved by the utility model is to provide a kind of pile top, solve in the prior art work progress to stake
Flimsy problem during bulk damage is big, pile top is not easy to be driven underground, pile top is easily broken and pile top transportational process.
Technical solution adopted by the utility model to solve its technical problems is：A kind of pile top, which is characterized in that including stake
Body, connecting plate, welding block, pile top main body and pile top steel toe, connecting plate and welding block be the identical disc structure of radius and its half
Diameter is more than the radius of pile body, and pile body is connected by connecting plate with welding block, and the other end of welding block is welded with pile top main body, pile top
Main body is frustum cone structure, and pile top steel toe is frustum cone structure steel plate materials and is welded on the right side of pile top main body, a left side for pile top steel toe
End face diameter is identical as the right side diameter of pile top main body and chamfering between the right side of pile top steel toe and its side is circular arc
Chamfering is welded with zigzag steel plate on the outer surface of the pile top main body.
Further, the inclination angle of the pile top main body and pile top steel toe is all between 58 degree and 62 degree.
Further, the pile top main body is identical with the inclination angle of pile top steel toe.
Further, the outer surface of the pile top main body and pile top steel toe is wrapped with one layer of oxidation-resisting structure.
Further, the quantity of the zigzag steel plate is at least four and is evenly distributed on the outer surface of pile top main body
On.
The utility model has the advantages that：Due to connecting plate and welding block be the identical disc structure of radius and its
Radius is more than the radius of pile body, and when pile sinking expands the aperture of burying of pile pile, reduces the friction between pile body and soil, to subtract
The damage to pile body in work progress is lacked；Due to being provided with zigzag steel plate, make to cut soil and become easy, pile body is easy to squeeze into
Underground；Due to being provided with pile top steel toe, so pile top is not easily broken when piling；Due to pile top steel toe right side and its side it
Between chamfering be set as circular arc chamfering, so pile top is not easy to be broken in transportational process.Due to pile top main body and pile top steel
The outer surface of head is wrapped with one layer of oxidation-resisting structure, so the corrosion resistance enhancing of pile top.
Description of the drawings
FIG. 1 is a schematic structural view of the utility model.
Specific implementation mode
As shown in Figure 1, a kind of pile top, which is characterized in that including pile body 1, connecting plate 2, welding block 3, pile top main body 4 and stake
Sharp steel toe 5, connecting plate 2 and welding block 3 are the radius that the identical disc structure of radius and its radius are more than pile body 1, and connecting plate 2 will
Pile body 1 is connected with welding block 3, and the other end of welding block 3 is welded with pile top main body 4, and pile top main body 4 is frustum cone structure, pile top
Steel toe 5 is frustum cone structure steel plate materials and is welded on the right side of pile top main body 4, left side diameter and the pile top master of pile top steel toe 5
The right side diameter of body 4 is identical and chamfering between the right side of pile top steel toe 5 and its side is circular arc chamfering, the pile top master
Zigzag steel plate 7 is welded on the outer surface of body 4.The inclination angle of the pile top main body 4 and pile top steel toe 5 is all in 58 degree and 62 degree
Between.The pile top main body 4 is identical with the inclination angle of pile top steel toe 5.The outer surface of the pile top main body 4 and pile top steel toe 5 is equal
It is wrapped with one layer of oxidation-resisting structure.The quantity of the zigzag steel plate 7 is at least four and is evenly distributed on the outer of pile top main body 4
On surface.
When the utility model is used, since connecting plate 2 and welding block 3 are the identical disc structure of radius and its radius is big
The aperture of burying that pile pile is expanded when the radius of pile body 1, pile sinking, reduces the friction between pile body 1 and soil, to reduce
To the damage of pile body 1 in work progress；During pile body 1 is squeezed into, zigzag steel plate 7 constantly cuts soil, makes soil layer pine around
It dissipates, pile top main body 4 is allowed to be easy to bury；Simultaneously because pile top steel toe 5 is steel plate structure, so non-friable during piling
It splits.When needing to transport pile top, since the chamfering between the right side and its side of pile top steel toe 5 is set as circular arc chamfering, institute
It is not easy to be broken in transportational process with pile top.Piling finishes, due to the outer surface Jun Bao of pile top main body 4 and pile top steel toe 5
With one layer of oxidation-resisting structure, so the corrosion resistance enhancing of pile top.
The above descriptions are merely preferred embodiments of the present invention, not makees in any form to the utility model
Limitation, any person skilled in the art do not departing within the scope of technical solutions of the utility model, when using above-mentioned
The technology contents of announcement make a little change or the equivalent embodiment for being modified to equivalent variations, as long as being without departing from the utility model
Technical solution content, according to the technical essence of the utility model, within the spirit and principles of the present invention, to implementing above
Any simple modification, equivalent replacement and improvement etc., still fall within the protection domain of technical solutions of the utility model made by example
Within.
Claims (5)
1. a kind of pile top, which is characterized in that including pile body（1）, connecting plate（2）, welding block（3）, pile top main body（4）With pile top steel
Head（5）, connecting plate（2）And welding block（3）For the identical disc structure of radius and its radius is more than pile body（1）Radius, connection
Plate（2）By pile body（1）And welding block（3）It is connected, welding block（3）The other end be welded with pile top main body（4）, pile top main body
（4）For frustum cone structure, pile top steel toe（5）For frustum cone structure steel plate materials and it is welded on pile top main body（4）Right side, pile top steel toe
（5）Left side diameter and pile top main body（4）Right side diameter is identical and pile top steel toe（5）Right side and its side between
Chamfering be circular arc chamfering, the pile top main body（4）Outer surface on be welded with zigzag steel plate（7）.
2. a kind of pile top as described in claim 1, which is characterized in that the pile top main body（4）With pile top steel toe（5）Inclination
Angle is all between 58 degree and 62 degree.
3. a kind of pile top as claimed in claim 1 or 2, which is characterized in that the pile top main body（4）With pile top steel toe（5）'s
Inclination angle is identical.
4. a kind of pile top as described in claim 1, which is characterized in that the pile top main body（4）With pile top steel toe（5）Appearance
Face is wrapped with one layer of oxidation-resisting structure.
5. a kind of pile top as described in claim 1, which is characterized in that the zigzag steel plate（7）Quantity be at least four
And it is evenly distributed on pile top main body（4）Outer surface on.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820299255.6U CN208072399U (en) | 2018-03-05 | 2018-03-05 | A kind of pile top |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820299255.6U CN208072399U (en) | 2018-03-05 | 2018-03-05 | A kind of pile top |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208072399U true CN208072399U (en) | 2018-11-09 |
Family
ID=64039572
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820299255.6U Expired - Fee Related CN208072399U (en) | 2018-03-05 | 2018-03-05 | A kind of pile top |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208072399U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114411722A (en) * | 2022-01-20 | 2022-04-29 | 东北石油大学 | Uplift-resistant pile head for PHC (prestressed high-strength concrete) pipe pile |
-
2018
- 2018-03-05 CN CN201820299255.6U patent/CN208072399U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114411722A (en) * | 2022-01-20 | 2022-04-29 | 东北石油大学 | Uplift-resistant pile head for PHC (prestressed high-strength concrete) pipe pile |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202672140U (en) | Anchor rod static pressure anti-pulling steel pipe pile with lower portion grouted | |
| CN103334423B (en) | A kind of combined steel pile tube | |
| CN208072399U (en) | A kind of pile top | |
| CN202466576U (en) | Mechanical connecting device of prestressed reinforced concrete anti-pulling hollow pile | |
| CN206365354U (en) | A kind of single piling bar and single clump assembly type net cage anchor foundation | |
| CN207277336U (en) | A kind of locking device for playing concrete-pile with clearing | |
| CN207121896U (en) | Precast hollow uplift pile | |
| CN108179757A (en) | The pile foundation structure and construction method of high gradient slope containing study on weak faults | |
| CN204385731U (en) | Prestressed concrete pipe pile X-type pin connector | |
| CN216948224U (en) | Composite foundation structure of reinforced concrete precast pile | |
| CN209854711U (en) | Tubular pile shoe suitable for deep loose aeolian sand geology | |
| CN205530277U (en) | Exempt from to cut a hole telescopic double -deck cystosepiment in reverse construction | |
| CN107842019A (en) | A kind of pulling-resistant and pressure-resistant composite pile | |
| CN205475237U (en) | Steel protects a section of thick bamboo and adds outer guard shield structure | |
| CN203741835U (en) | Pile tip structure for prefabricated pipe pile | |
| CN205530318U (en) | Compound foundation pile component | |
| CN106192998A (en) | A kind of steel pile casting adds outer shield structure | |
| CN106386626A (en) | Net cage anchoring foundation with steel piles distributed on two sides of cement pier and construction method of net cage anchoring foundation | |
| CN206070534U (en) | A kind of PHC pile tubes with protection head | |
| US3333430A (en) | Boot for pipe pile | |
| CN206365353U (en) | A kind of piling bar and umbrella pallet assembly type net cage anchor foundation | |
| CN211948521U (en) | Be used for peripheral firm type structure of building pile foundation | |
| CN206591514U (en) | A kind of uplift pile of the elastic scale of belt surface | |
| CN205475220U (en) | Prestressed anchorage hitch constructs | |
| CN209368865U (en) | A kind of quick foundation pile |
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: 20181109 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |