CN207160088U - One kind occlusion pile driving construction deviation correcting device - Google Patents
One kind occlusion pile driving construction deviation correcting device Download PDFInfo
- Publication number
- CN207160088U CN207160088U CN201720815447.3U CN201720815447U CN207160088U CN 207160088 U CN207160088 U CN 207160088U CN 201720815447 U CN201720815447 U CN 201720815447U CN 207160088 U CN207160088 U CN 207160088U
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- China
- Prior art keywords
- conduit
- oil cylinder
- correcting device
- pile driving
- deviation correcting
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- 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.)
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- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model discloses one kind to be engaged pile driving construction deviation correcting device, and it includes drill oil cylinder, and drill oil cylinder inner chamber is equipped with conduit, assembles sleeve pipe on the outside of conduit, spirit level is provided with the top of conduit.The beneficial effects of the utility model are that its deviating correcting principle is simple, easy to operate, and component configuration is easy.
Description
Technical field
Interlocking pile constructing device is the utility model is related to, particularly one kind interlocking pile construction work suitable for being entangled
Inclined occlusion pile driving construction deviation correcting device.
Background technology
Interlocking pile is a kind of building enclosure for being formed between stake and stake and being mutually twisted arrangement, is drilled using all casing drill
Construction, had a wide range of applications in the construction of the deep footing groove enclosing structures such as subway station.
Drill oil cylinder is rectified a deviation：When pile body deviation less or sleeve pipe buries not deep, directly utilize drill oil cylinder regulation
The perpendicularity of sleeve pipe, you can reach the purpose of correction；Relatively shifted deeply when pile body sleeve pipe buries, can be straight first with drill oil cylinder
Correction is connect, does not reach requirement such as, can be banketed to sleeve pipe inner edge, side pulls up sleeve pipe, until lifting is to the ground of last passed examination
Side, adjustment, the perpendicularity for checking sleeve pipe, is pushed again；When sleeve pipe skew is larger, because operation level, geological condition, sleeve pipe are firm
The problems such as spending, the deviation of pile body can not be effectively corrected using oil cylinder, pushes load because of oil cylinder on the contrary, sleeve pipe is produced flexure
Deformation, or even unstability, so that pile body produces bifurcated.Pile body bifurcated not only influences the mechanical property of stake, also results in and goes along with sb. to guard him knot
Structure leak, influence the progress of site operation.So how to ensure that the perpendicularity of pile body is to be engaged the key of pile driving construction.
The content of the invention
The purpose of this utility model is a kind of occlusion pile driving construction correction dress simple and reasonable for structure, using effect is good of design
Put.
The technical solution of the utility model is that one kind occlusion pile driving construction deviation correcting device, it includes drill oil cylinder, and its feature exists
In：Drill oil cylinder inner chamber is equipped with conduit, assembles sleeve pipe on the outside of conduit, spirit level is provided with the top of conduit.
The beneficial effects of the utility model are：
1st, deviation correcting device is provided with spirit level, it is ensured that the perpendicularity of pile body, effectively keeps away bifurcated.
2nd, conduit uses the method that oil cylinder is fixed, it is not necessary to sets up new operation frame, saves the engineering time.
3rd, in conduit insertion sleeve pipe, do not contacted with Pile side soil body, reduce the disturbance to the soil body in situ.
4th, conduit occupies casing space, reduces the usage amount of sand, clay, reduces operating cost.
5th, the deviating correcting principle of conduit is simple, easy to operate, and component configuration is easy.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Embodiment
Embodiment is described in detail with reference to the figures above,
One kind occlusion pile driving construction deviation correcting device, it includes drill oil cylinder 2, and drill oil cylinder inner chamber is equipped with conduit 4, outside conduit
Sleeve pipe 3 is assembled in side, and spirit level 1 is provided with the top of conduit.
The utility model is when in use：
It is first that rig is in place, the center of stake is determined, the control point as rig positioning；First segment sleeve pipe is lifted to stake
In machine jaw, after checking its perpendicularity, while being fetched earth with grab bucket out of sleeve pipe, while pushing sleeve pipe, preceding casing joint is all pressed
After entering the soil body, its perpendicularity is detected again, it is qualified that later section sleeve pipe is then installed, continue to push, fetch earth up to design altitude, if not
It is qualified, then carry out conduit correction adjustment；Fabrication of reinforcing cage is with hanging, and fabrication of reinforcing cage will meet the requirements, and cage body is completely firm.For
Steel reinforcement cage is had enough rigidity, to ensure not to be deformed during transporting and hanging, set every a segment distance with reinforcing bar
Put one of Reinforced Hoop；Filling concrete, underwater gliders use tremie method, conduit should not be proposed into concrete surface or embedment
Too deep, conduit lifting is steady, avoids discharging from impacting excessive or hook strip steel reinforcement cage, is taken emergency measures immediately if pinpointing the problems；
Tube drawing pile, the tube drawing in concrete perfusion, remain that set ttom of pipe is less than concrete surface.
Above-described embodiment is only intended to clearly illustrate example, and is not the restriction to embodiment.For institute
For the those of ordinary skill in category field, other various forms of changes or change can also be made on the basis of the above description
It is dynamic.There is no necessity and possibility to exhaust all the enbodiments, and the obvious change or change thus extended out
Within the dynamic protection domain created still in the utility model.
Claims (1)
1. one kind occlusion pile driving construction deviation correcting device, it includes drill oil cylinder, it is characterised in that：Drill oil cylinder inner chamber, which is equipped with, leads
Pipe, conduit outside assembling sleeve pipe, spirit level is provided with the top of conduit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720815447.3U CN207160088U (en) | 2017-07-07 | 2017-07-07 | One kind occlusion pile driving construction deviation correcting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720815447.3U CN207160088U (en) | 2017-07-07 | 2017-07-07 | One kind occlusion pile driving construction deviation correcting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207160088U true CN207160088U (en) | 2018-03-30 |
Family
ID=61712109
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720815447.3U Active CN207160088U (en) | 2017-07-07 | 2017-07-07 | One kind occlusion pile driving construction deviation correcting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207160088U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108914999A (en) * | 2018-07-28 | 2018-11-30 | 江苏地基工程有限公司 | Structure is repaired in correction for tilting pile foundation |
| CN110629756A (en) * | 2018-06-21 | 2019-12-31 | 北京东地岩土工程有限公司 | Anchor cable removing method |
-
2017
- 2017-07-07 CN CN201720815447.3U patent/CN207160088U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110629756A (en) * | 2018-06-21 | 2019-12-31 | 北京东地岩土工程有限公司 | Anchor cable removing method |
| CN108914999A (en) * | 2018-07-28 | 2018-11-30 | 江苏地基工程有限公司 | Structure is repaired in correction for tilting pile foundation |
| CN108914999B (en) * | 2018-07-28 | 2020-07-24 | 江苏地基工程有限公司 | Deviation rectifying and repairing structure for inclined pile foundation |
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