CN203668919U - Reinforcing-type ground pile - Google Patents
Reinforcing-type ground pile Download PDFInfo
- Publication number
- CN203668919U CN203668919U CN201420001303.0U CN201420001303U CN203668919U CN 203668919 U CN203668919 U CN 203668919U CN 201420001303 U CN201420001303 U CN 201420001303U CN 203668919 U CN203668919 U CN 203668919U
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- China
- Prior art keywords
- fixed
- conehead
- main body
- claw
- fixed claw
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- Expired - Fee Related
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- 210000000078 claw Anatomy 0.000 claims abstract description 58
- 241001149930 Protura <class> Species 0.000 claims description 39
- 230000002787 reinforcement Effects 0.000 claims description 13
- 238000003466 welding Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 5
- 238000000034 method Methods 0.000 description 12
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 8
- 238000009434 installation Methods 0.000 description 6
- 229910052742 iron Inorganic materials 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000010009 beating Methods 0.000 description 2
- 230000001276 controlling effect Effects 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000007774 longterm Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 235000013311 vegetables Nutrition 0.000 description 2
- BSYNRYMUTXBXSQ-UHFFFAOYSA-N Aspirin Chemical compound CC(=O)OC1=CC=CC=C1C(O)=O BSYNRYMUTXBXSQ-UHFFFAOYSA-N 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a reinforcing-type ground pile, and belongs to one type of ground piles. The ground pile comprises a main body, a conical head, and a support. The support consists of at least two L-shaped fixed claws in the same structure, and the fixed claws are distributed uniformly. The top of each fixed claw is provided with a stay wire hole, and the inner side of a corner of each fixed claw is provided with a rotating hole. The claw end of each fixed claw is exposed through the support on the side wall of the conical head. The interior of the conical head is provided with a fixed shaft. The interior of the main body is provided with a control cord which is sued for controlling the closing and opening of the support. One end of the control cord is connected with the stay wire holes of the fixed claws, and the other end of the control cord is connected to the upper end of the main body. The ground pile provided by the utility model is reasonable in structural design, is convenient to install and disassemble, can be repeatedly used, and is high in cost performance. The fixed claws can enables the ground pile to be firmly fixed, thereby improving the stability of a device. The ground pile is resistant to falling, sinking, and theft. The ground pile can be quickly installed, thereby greatly reducing the time of construction, and improving the work efficiency. The ground pile is small in size, is delicate, and is convenient to convey and carry. In use, the ground pile can greatly improve the safety performance of equipment borne by the upper part of the device.
Description
Technical field
The utility model relates to pile.
Background technology
It is underground that pile is that a kind of lower end is embedded in, and upper end is connected and fixed the very strong building component of versatility of building or stake bar.In the work progresss such as the support at solar panel is fixed, the pile foundation of green house of vegetables, field temporary building, tent, rural guardrail net, freeway guardrail net, garden fence, all need to use underground preburied pile.The fundamental technics of pile is required be: bottom enter ground and with soil strong bonded, top can firmly be connected with surface structures, make surface structures have stronger lodging resistance, sag resistance, should there be enough weather resistances at the exposed position on earth's surface, and must there be very strong corrosion resistance at the position that its underpart enters ground.
At present, the pile of producing both at home and abroad has following defect:
1. the installation of solar components, green house of vegetables, rural guardrail net etc., all needs underground preburied prefabricated stand column or pile, and particularly solar power station is generally based upon the open field of field desert, needs ground processing.Because of geology difference, pile is just vertical, makes the lodging resistance deficiency of surface structures or equipment, and stability is poor, and the hidden danger that has lodging, sinks that arrives rainy season is unfavorable for long-term fixing.
, also there is phenomenon stolen, that lose in 2. unstable due to current underground preburied pile, affects equipment operation, even causes personal safety, is a large hidden danger of safety in production.
3. at present some to bury prefabricated concrete stake head underground not sharp, be difficult for entering depths, earth's surface, need enough length and landfill depth, lowered in field environment constructional difficulties, construction period is very long, transportation inconvenience, cost is very big, vegetation destruction, contaminated environment.These will excavate at the scene foundation ditch, ram base, bury prefabricated pile etc. underground in the time beating foundation pile, generally adopt flange to fix with upper bracket.
4. not quick detachable, difficult recovery.
5. in addition, the employing following methods that the installation of lower pillar stand or pile also has over the ground at the construction field (site) at present carries out: first, the position concrete of needs being installed to column carries out the cast of ground, and reserved suitable for inserting the hole of column; Secondly, wait is inserted column in the position in hole after solidifying; Finally, again carry out pouring concrete in the position of having inserted column, column is fixed on the ground.The method of conventional mounting column need to be carried out twice cast to ground, not only lose time, and the fussy degree of construction also increases greatly; Once and ground has been got well in cast, the installation site of column is fixing, the accuracy during like this to design has also proposed great requirement.
6. especially, the useful pile driver of foundation is by prefabricated in advance concrete stake toward underground method of beating, and it is conical that pile lower end is, and is convenient to down advance, but exists while completing from now on after load increasing, has the danger of sinking to collapsing.
Exist on the market at present and have about the product of pile: helicon column, explosive underpiling, build pile, but these products all exist following shortcoming:
1) column is just vertical, because of geology difference, makes the lodging resistance deficiency of surface structures or equipment, and stability is poor; Arrive rainy season and have the hidden danger of lodging or sinking, be unfavorable for long-term fixing.Especially, when pile lower end is taper shape, exist while completing from now on after load increasing, have the danger of sinking to collapsing.
2), there is phenomenon stolen, that lose in unstable due to column, affects equipment operation, even causes personal safety, is a large hidden danger of safety in production.
3) column is no matter be to adopt to bury method, piling method underground, or precession method, and head is not sharp, is difficult for entering depths, earth's surface, lowered in field environment constructional difficulties, construction period is very long, transportation inconvenience, cost is very big, vegetation destruction, contaminated environment.
Utility model content
The technical problems to be solved in the utility model be to provide be a kind ofly convenient to that installation and removal, stability are strong, anti-sinking, antitheft, the reinforcement type pile that improves device security performance.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of reinforcement type pile, comprises that the main body of tubulose, the conehead and the part that are positioned at the hollow of main body lower end are positioned at conehead inside, part leans out the support of the claw-like of conehead outside; Described support is made up of the fixed claw of two and the identical L-type of above structure, and fixed claw is uniformly distributed centered by the vertical center line of conehead; The top of fixed claw is provided with bracing wire hole, and the inner side at its turning is provided with rotation hole, and the pawl end of fixed claw leans out by the bracket holes on conehead sidewall; Be provided with the fixed axis that runs through fixed claw rotation hole in the inside of conehead; Be provided with the tricing line of controlling support closure in the inside of main body, one end of tricing line is connected with the bracing wire hole of fixed claw, and the other end is connected to the upper end of main body.
Described fixed axis is perpendicular to the vertical center line of conehead.
The turning of the fixed claw of described L-type is obtuse angle.
The radian of the claw of the fixed claw of described L-type is identical with the radian of conehead outer wall.
Fixed claw is 3, and angle between each fixed claw is 120 °, and described fixed axis is 3, and the angle between each fixed axis is 120 °.
Be provided with the retainer ring that connects tricing line on the top of main body.
Describedly on the outer wall of main body and conehead, be provided with screw thread.
Between described main body and conehead, weld.
Described fixed axis is welded on the inwall of conehead.
The technological progress that adopts technique scheme to obtain is: the utility model reasonable in design, be convenient to installation and removal, and can reuse, cost performance is high; Fixed claw of the present utility model can firmly be fixed it, improves the stability of device, lodging-prevention, anti-sinking, theft protection; The utility model can Fast Installation, has greatly reduced the engineering time, improved operating efficiency, and volume is small and exquisite, is convenient to transportation and carries; Use after the utility model, greatly improved the security performance of device top institute load bearing equipment.
Accompanying drawing explanation
Fig. 1 is overall structure schematic diagram of the present utility model;
Fig. 2 is the structural representation of the utility model fixed claw;
Fig. 3 be conehead part along A-A in Fig. 1 to sectional view;
Fig. 4 is use view of the present utility model;
Wherein, 1, main body, 2, conehead, 3, retainer ring, 4, tricing line, 5, fixed claw, 6, bracing wire hole, 7, rotation hole, 8, fixed axis, 9, bracket holes, 10, iron staff.
The specific embodiment
Shown in Fig. 1-3, reinforcement type pile, comprises that the main body 1 of tubulose, the conehead 2 and the part that are positioned at the hollow of main body 1 lower end are positioned at conehead 2 inside, part leans out the support of conehead 2 outsides; Described support is made up of the fixed claw 5 of the identical L-type of three structures, and fixed claw 5 is uniformly distributed centered by the vertical center line of conehead 2, and the angle between each fixed claw 5 is 120 °; The top of fixed claw 5 is provided with bracing wire hole 6, and the inner side at its turning is provided with rotation hole 7, and the pawl end of fixed claw 5 leans out by the bracket holes 9 on conehead 2 sidewalls; Be provided with the fixed axis 8 that runs through fixed claw 5 rotation holes 7 in the inside of conehead 2, described fixed axis 8 is 3, and the angle between each fixed axis 8 is 120 °, and fixed axis 8 is perpendicular to the vertical center line of conehead 2; Be provided with the tricing line 4 of controlling support closure in the inside of main body 1, one end of tricing line 4 is connected with the bracing wire hole 6 of fixed claw 5, and the other end is connected on the retainer ring 3 of main body 1 upper end.
The radian of the claw of the fixed claw 5 of described L-type is identical with the radian of conehead 2 outer walls, so both can guarantee that fixed claw 5 is in the time of closure state, and the assembly of main body 1 and conehead 2 is a vertical barred body, be convenient to insert underground, be also convenient to take out.The quantity of fixed claw 5 is generally two or more, so just can play firmly effect, and is preferably fixed claw 5 and is uniformly distributed centered by the vertical center line of conehead 2.
The preferred obtuse angle, turning of fixed claw 5,, fixed claw 5 can rotate flexibly when at the obtuse angle, and fixed claw 5 to open rear related scope larger, so just can more firmly device be fixed.
On the outer wall of main body 1 and conehead 2, be provided with screw thread, can increase like this frictional force between device and soil, also can play the effect of lodging-prevention, anti-sinking, theft protection.
Main body 1 and conehead 3 adopt tubular steel material to make, and both radiuses are equal, and fixed claw 5, connecting axle 8 etc. all adopts steel material to make, and the hardness of whole like this device is higher, and is difficult for being corroded, long service life.
Use procedure of the present utility model is divided into underground process and the taking-up process inserted.
The utility model is inserted to underground process:
1, first, check tricing line 4, see on retainer ring 3, whether tricing line 4 is strained, if in non-tension, the length of capable of regulating tricing line 4, and its open end is fixed on retainer ring 3;
2, then, use plant equipment or spanner, pipe wrench etc. that main body 1 and conehead 2 entirety are screwed into underground, until to demand position;
3, then, loosening tricing line 4, on the inner top that firmly presses down three fixed claws 5 with the vertical iron staff 10 of suitable thickness of main body 1, be that end by tricing line 4, under iron staff 10 pressure, fixed claw 5 rotates around fixed axis, and top moves down, pawl end moves up, and the claw of whole support is in open configuration; Whole like this device is just fixed firmly by the fixed claw 5 opening, can be because the reasons such as rainwater are sunk, as shown in Figure 4; On device, carry out the standby use later of position mark; Take out iron staff 10;
4, last, more whole device is screwed with plant equipment or spanner, pipe wrench etc., whole device is locked again.
By the utility model from underground taking-up process:
1, first, check the position mark staying while inserting, oppositely loosening with plant equipment or spanner, pipe wrench etc., make whole device rise to the mark staying while inserting;
2, lift the tricing line 4 of main body 1 inside, like this, the top of fixed claw 5 starts to rise under the lifting of tricing line 4, and the claw of fixed claw 5 starts to move down under same effect, be that fixed claw 5 is slowly retracted into merging phase, last whole support is completely integrated; Whole like this device is just no longer under the fixation in fixed claw 5;
3, finally use the instruments such as plant equipment or spanner, pipe wrench oppositely whole device to be screwed out to ground; Like this, any parts in device are not all damaged, and can also continue to reuse.
In the utility model, the connected mode between main body 1 and conehead 2 can have Mutiple Choice, such as being threaded, welding etc., and preferred weld.Also preferred weld of connected mode between fixed axis 8 and conehead 2 inwalls.The selection principle of each parts connected mode is: guaranteeing, under the prerequisite that its function can normally realize, to choose the most firmly connected mode of this area.
Claims (9)
1. a reinforcement type pile, is characterized in that comprising that the main body (1) of tubulose, conehead (2) and the part that is positioned at the hollow of main body (1) lower end are positioned at the support that conehead (2) is inner, part leans out the outside claw-like of conehead (2); Described support is made up of the fixed claw (5) of two and the identical L-type of above structure, and fixed claw (5) is uniformly distributed centered by the vertical center line of conehead (2); The top of fixed claw (5) is provided with bracing wire hole (6), and the inner side at its turning is provided with rotation hole (7), and the pawl end of fixed claw (5) leans out by the bracket holes (9) on conehead (2) sidewall; Be provided with the fixed axis (8) that runs through fixed claw (5) rotation hole (7) in the inside of conehead (2); Be provided with the tricing line (4) of controlling support closure in the inside of main body (1), one end of tricing line (4) is connected with the bracing wire hole (6) of fixed claw (5), and the other end is connected to the upper end of main body (1).
2. reinforcement type pile according to claim 1, is characterized in that the vertical center line of described fixed axis (8) perpendicular to conehead (2).
3. reinforcement type pile according to claim 1, is characterized in that the turning of the fixed claw (5) of described L-type is obtuse angle.
4. reinforcement type pile according to claim 1, is characterized in that the radian of claw of the fixed claw (5) of described L-type is identical with the radian of conehead (2) outer wall.
5. according to the reinforcement type pile described in claim 1 or 3, it is characterized in that fixed claw (5) is 3, and angle between each fixed claw (5) is 120 °, described fixed axis (8) is 3, and the angle between each fixed axis (8) is 120 °.
6. reinforcement type pile according to claim 1, is characterized in that being provided with on the top of main body (1) retainer ring (3) that connects tricing line (4).
7. reinforcement type pile according to claim 1 is provided with screw thread described in it is characterized in that on the outer wall of main body (1) and conehead (2).
8. reinforcement type pile according to claim 1, is characterized in that welding between described main body (1) and conehead (2).
9. reinforcement type pile according to claim 1, is characterized in that described fixed axis (8) is welded on the inwall of conehead (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420001303.0U CN203668919U (en) | 2014-01-02 | 2014-01-02 | Reinforcing-type ground pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420001303.0U CN203668919U (en) | 2014-01-02 | 2014-01-02 | Reinforcing-type ground pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203668919U true CN203668919U (en) | 2014-06-25 |
Family
ID=50965235
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420001303.0U Expired - Fee Related CN203668919U (en) | 2014-01-02 | 2014-01-02 | Reinforcing-type ground pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203668919U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106386381A (en) * | 2016-08-31 | 2017-02-15 | 北京顺景园林股份有限公司 | Anti-collapse support device used for sandy soil nursery stocks and use method of anti-collapse support device |
| CN110374393A (en) * | 2019-08-15 | 2019-10-25 | 安徽凯越电力杆塔有限公司 | A kind of conical surface quickly connects concrete wire |
-
2014
- 2014-01-02 CN CN201420001303.0U patent/CN203668919U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106386381A (en) * | 2016-08-31 | 2017-02-15 | 北京顺景园林股份有限公司 | Anti-collapse support device used for sandy soil nursery stocks and use method of anti-collapse support device |
| CN110374393A (en) * | 2019-08-15 | 2019-10-25 | 安徽凯越电力杆塔有限公司 | A kind of conical surface quickly connects concrete wire |
| CN110374393B (en) * | 2019-08-15 | 2021-01-22 | 泗县微腾知识产权运营有限公司 | Conical surface quick connection concrete wire pole |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140625 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |