CN204199288U - A kind of pile tube correction means for correcting - Google Patents
A kind of pile tube correction means for correcting Download PDFInfo
- Publication number
- CN204199288U CN204199288U CN201420616721.0U CN201420616721U CN204199288U CN 204199288 U CN204199288 U CN 204199288U CN 201420616721 U CN201420616721 U CN 201420616721U CN 204199288 U CN204199288 U CN 204199288U
- Authority
- CN
- China
- Prior art keywords
- pile tube
- transmission device
- correction means
- pushing tow
- correcting
- 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
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- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model relates to a kind of pile tube correction means for correcting, comprises jack, pushing tow transmission device and provides the booster of horizontal pushing reaction; Described pushing tow transmission device is installed on the top of pile tube; Described jack horizontal positioned, its holding unit is connected with pushing tow transmission device, and its bearing holds out against on booster.Pile tube correction means for correcting of the present utility model, cancels channel excavation of the prior art, reduces the consumption of construction material, reduce ambient influnence, save the cost of reaction beam, be easy to Deviation Correction Construction, avoid immediate roof lamination shoe simultaneously, cause the destruction of pile body; In addition, owing to simplifying construction sequence, be conducive to processing problem quickly.
Description
Technical field
The utility model relates to technical field of buildings, particularly a kind of pile tube correction means for correcting.
Background technology
In prior art, as shown in Figure 1, when processing pile tube deflection hole, many employing stake tops incremental launching method, namely fetch earth or jetting casting at pile body inclination opposite side rig, excavation lateral trench 11, builds the concrete beam providing pushing reaction, also will excavate the vertical groove 12 placing jack simultaneously, after stake resets, in the hole of inclined side, pour into pea gravel concreten, space, filling stake side; The cost of above engineering reaction beam is high, increases the consumption of construction material, and speed of application is slow, inefficiency.
Utility model content
The utility model object provides one to be easy to Deviation Correction Construction to overcome the deficiencies in the prior art, reduces the pile tube correction means for correcting of the consumption of construction material.
For achieving the above object, the technical solution adopted in the utility model is: a kind of pile tube correction means for correcting, comprises jack, pushing tow transmission device and provides the booster of horizontal pushing reaction; Described pushing tow transmission device is installed on the top of pile tube; Described jack horizontal positioned, its holding unit is connected with pushing tow transmission device, and its bearing holds out against on booster.
Improve further as the utility model, described pushing tow transmission device comprises steel plate and is connected to the steel pipe on steel plate, and described diameter of steel tube is not less than pile tube internal diameter, and wall thickness is not less than 10mm, length 400mm.
Improve further as the utility model, described steel plate and steel pipe adopt welding, and steel plate and pile tube end plate adopt Bolt Connection.
Improve further as the utility model, booster provides the horizontal pushing reaction of more than 50kN for described jack.
Due to the utilization of technique scheme, the utility model compared with prior art has following advantages:
Pile tube correction means for correcting of the present utility model, cancels channel excavation of the prior art, reduces the consumption of construction material, reduce ambient influnence, save the cost of reaction beam, be easy to Deviation Correction Construction, avoid immediate roof lamination shoe simultaneously, cause the destruction of pile body; In addition, owing to simplifying construction sequence, be conducive to processing problem quickly.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, technical solutions of the utility model are described further:
The structural representation that accompanying drawing 1 is rectified a deviation for prior art pile tube;
Accompanying drawing 2 is the structural representation of pile tube of the present utility model correction means for correcting;
Accompanying drawing 3 is the structural representation of pushing tow transmission device of the present utility model;
Wherein: 1, jack; 2, pushing tow transmission device; 3, booster; 4, pile tube; 5, steel plate; 6, steel pipe.
Detailed description of the invention
Below in conjunction with drawings and the specific embodiments, the utility model is described in further detail.
The structural representation of pile tube correction of the prior art as shown in Figure 1;
Described in the utility model a kind of pile tube correction means for correcting as shown in Figure 2, comprises jack 1, pushing tow transmission device 2 and provides the booster 3 of horizontal pushing reaction; Described pushing tow transmission device 2 is installed on above pile tube 4; Described jack 1 horizontal positioned, the holding unit of jack 1 is connected with pushing tow transmission device 2, and the bearing of jack 1 holds out against on booster 3; The steel pipe 6 that pushing tow transmission device 2 comprises steel plate 5 and is connected on steel plate 5, steel plate 5 and steel pipe 6 adopt welding, and steel pipe 6 diameter is not less than pile tube 4 internal diameter, and wall thickness is not less than 10mm, length 400mm; Steel plate 5 and pile tube 4 end plate adopt Bolt Connection.
Booster 3 provides the horizontal pushing reaction of more than 50kN for described jack, be easy to search out the heavy construction equipment that medium-sized or above excavator, bulldozer are so at the construction field (site), deadweight is more than 20T, the horizontal thrust of more than 50kN can be provided, utilize this type of jumbo as counter-force platform, i.e. booster 3, conveniently moving, position is flexible, can implement incremental launching construction quickly and easily.
Below be only embody rule example of the present utility model, protection domain of the present utility model is not constituted any limitation.The technical scheme that all employing equivalents or equivalence are replaced and formed, all drops within the utility model rights protection scope.
Claims (4)
1. a pile tube correction means for correcting, comprises jack, it is characterized in that: also comprise pushing tow transmission device and the booster providing horizontal pushing reaction; Described pushing tow transmission device is installed on above pile tube; Described jack horizontal positioned, its holding unit is connected with pushing tow transmission device, and its bearing holds out against on booster.
2. a kind of pile tube correction means for correcting according to claim 1, is characterized in that: described pushing tow transmission device comprises steel plate and is connected to the steel pipe on steel plate, and described diameter of steel tube is not less than pile tube internal diameter, and wall thickness is not less than 10mm, length 400mm.
3. a kind of pile tube correction means for correcting according to claim 2, it is characterized in that: described steel plate and steel pipe adopt welding, steel plate and pile tube end plate adopt Bolt Connection.
4. a kind of pile tube correction means for correcting according to Claims 2 or 3, is characterized in that: booster provides the horizontal pushing reaction of more than 50kN for described jack.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420616721.0U CN204199288U (en) | 2014-10-22 | 2014-10-22 | A kind of pile tube correction means for correcting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420616721.0U CN204199288U (en) | 2014-10-22 | 2014-10-22 | A kind of pile tube correction means for correcting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204199288U true CN204199288U (en) | 2015-03-11 |
Family
ID=52657263
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420616721.0U Expired - Fee Related CN204199288U (en) | 2014-10-22 | 2014-10-22 | A kind of pile tube correction means for correcting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204199288U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105648935A (en) * | 2016-03-18 | 2016-06-08 | 吉林省圣翔建材集团有限公司 | Box culvert assembling and aligning machine |
| CN108252318A (en) * | 2018-03-07 | 2018-07-06 | 华北水利水电大学 | A kind of pipe pile foundation equilibrium load transfer device and construction method |
-
2014
- 2014-10-22 CN CN201420616721.0U patent/CN204199288U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105648935A (en) * | 2016-03-18 | 2016-06-08 | 吉林省圣翔建材集团有限公司 | Box culvert assembling and aligning machine |
| CN108252318A (en) * | 2018-03-07 | 2018-07-06 | 华北水利水电大学 | A kind of pipe pile foundation equilibrium load transfer device and construction method |
| CN108252318B (en) * | 2018-03-07 | 2019-10-29 | 华北水利水电大学 | A kind of pipe pile foundation equilibrium load transfer device and construction method |
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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: 20150311 Termination date: 20171022 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |