CN217231820U - Be favorable to retrieving and manage bored concrete pile structure - Google Patents
Be favorable to retrieving and manage bored concrete pile structure Download PDFInfo
- Publication number
- CN217231820U CN217231820U CN202220257276.8U CN202220257276U CN217231820U CN 217231820 U CN217231820 U CN 217231820U CN 202220257276 U CN202220257276 U CN 202220257276U CN 217231820 U CN217231820 U CN 217231820U
- Authority
- CN
- China
- Prior art keywords
- screw rod
- connect
- connecting seat
- thick bamboo
- pile
- 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.)
- Active
Links
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02T—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO TRANSPORTATION
- Y02T10/00—Road transport of goods or passengers
- Y02T10/60—Other road transportation technologies with climate change mitigation effect
- Y02T10/70—Energy storage systems for electromobility, e.g. batteries
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to a be favorable to retrieving and managing bored concrete pile structure, including two support curb plates, two it is equipped with the roof to support to connect between the curb plate upper wall, the diapire central connection of roof is equipped with the pneumatic cylinder, the tailpiece of the piston rod of pneumatic cylinder is vertical and connect down and be equipped with the connecting plate, the relative both sides difference spiro union of connecting plate is passed and is equipped with the screw rod, the bottom spiro union of screw rod is passed and is equipped with the connecting seat, two connect between the connecting seat and be equipped with and protect a section of thick bamboo. Compared with the prior art, the utility model the advantage lies in: can be convenient for put into or retrieve the section of thick bamboo that protects to the dismantlement of a section of thick bamboo has been made things convenient for.
Description
Technical Field
The utility model relates to a drilling bored concrete pile technical field, in particular to be favorable to retrieving and managing bored concrete pile structure.
Background
The cast-in-place bored pile is a pile formed by forming a pile hole in foundation soil through mechanical drilling, steel pipe soil extrusion or manual excavation and the like on an engineering site, placing a reinforcement cage and cast-in-place concrete in the pile hole, and according to different hole forming methods, the cast-in-place pile can be divided into a immersed tube cast-in-place pile, a cast-in-place bored pile and a cast-in-place bored pile, and a steel pile casing is adopted to protect the cast-in-place pile due to unstable soil quality and greater difficulty in constructing the reinforced concrete retaining wall in the process of rotary digging the cast-in-place pile, so that hole collapse is prevented, and construction progress and safety are prevented from being influenced. Often steel casing is buried to locate the pile position to be drilled. The pile casing is generally a steel pile casing, when the pile casing is positioned, the pile position center is taken as the center of a circle, the pile casing position is determined on the soil according to the radius of the pile casing, and after the pile casing is in place, pressure is applied to embed the pile casing.
The pile casing is generally made of 6-8 mm steel plates in a rolling mode, the inner diameter of the pile casing is 100mm larger than the diameter of the pile body, the pile casing is buried to exceed the filling depth of the impurities, and the depth of the pile casing entering the original soil is not less than 0.2 m. The pile casing has the conventional functions of preventing hole collapse, isolating surface water, protecting hole ground, fixing pile hole position, guiding drill bit and the like. The existing cast-in-place pile structure is inconvenient for placing and recovering the pile casing and disassembling the pile casing, so that the pile casing is inconvenient to use.
SUMMERY OF THE UTILITY MODEL
The above-mentioned not enough to among the prior art, the utility model provides a be favorable to retrieving and manage bored concrete pile structure to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model adopts the following technical scheme: the utility model provides a be favorable to retrieving and management bored concrete pile structure, includes two and supports the curb plate, two it is equipped with the roof to support to connect between the curb plate upper wall, the diapire central connection of roof is equipped with the pneumatic cylinder, the tailpiece of the piston rod end of pneumatic cylinder is vertical down and be equipped with the connecting plate, the relative both sides difference spiro union of connecting plate is passed and is equipped with the screw rod, the bottom spiro union of screw rod is passed and is equipped with the connecting seat, two connect between the connecting seat and be equipped with and protect a section of thick bamboo.
As an improvement: the bottom wall of the supporting side plate is connected with a supporting plate.
As an improvement: the top end of the screw rod is connected with a rotating rod.
As an improvement: and the bottom end of the screw rod is connected with a nut.
As an improvement: the connecting seat is positioned at the top of the outer side wall of the protective cylinder.
Compared with the prior art, the utility model the advantage lies in: through the setting of pneumatic cylinder, connecting plate, screw rod and connecting seat, can be convenient for put into or retrieve a section of thick bamboo that protects to make things convenient for the dismantlement of a section of thick bamboo, can prop up the device through the setting of supporting curb plate and backup pad, increase the stability of device.
Drawings
Fig. 1 is a schematic view of a front view structure of the present invention for facilitating recovery and management of a cast-in-place pile structure;
as shown in the figure:
1. a support plate; 2. supporting the side plates; 3. a top plate; 4. a hydraulic cylinder; 5. a rotating rod; 6. a screw; 7. a connecting plate; 8. a connecting seat; 9. a nut; 10. and (7) protecting the cylinder.
Detailed Description
The following describes the present invention with reference to the accompanying drawings.
As shown in fig. 1, a be favorable to retrieving and managing bored concrete pile structure, including two support curb plates 2, two it is equipped with roof 3 to support to connect between the curb plate 2 upper wall, the diapire center connection of roof 3 is equipped with pneumatic cylinder 4, the tailpiece of the piston rod of pneumatic cylinder 4 is vertical downwards and connects and is equipped with connecting plate 7, the relative both sides of connecting plate 7 spiro union respectively pass and are equipped with screw rod 6, the bottom spiro union of screw rod 6 passes and is equipped with connecting seat 8, two it is equipped with a protective barrel 10 to connect between the connecting seat 8.
The bottom wall of the supporting side plate 2 is connected with a supporting plate 1. The top end of the screw rod 6 is connected with a rotating rod 5. And the bottom end of the screw rod 6 is connected with a nut 9. The connecting seat 8 is positioned at the top of the outer side wall of the casing 10.
The utility model discloses when concrete implementation, piston rod through control pneumatic cylinder 4 stretches out and draws back, can drive connecting plate 7 and move down or shift up, connecting plate 7 drives screw rod 6 and reciprocates, screw rod 6 drives connecting seat 8 and reciprocates, connecting seat 8 drives and protects a section of thick bamboo 10 and reciprocates, be convenient for put into or take out protecting a section of thick bamboo 10, will protect a section of thick bamboo 10 and take out the back, twist off two nuts 9, and rotate two bull sticks 5 respectively, bull stick 5 drives the rotatory upward movement of screw rod 6, make screw rod 6 and 8 phase separations of connecting seat, can accomplish the dismantlement protecting a section of thick bamboo 10, be convenient for to the recovery management who protects a section of thick bamboo 10.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not intended to limit the present invention, and all modifications, equivalents, improvements and the like that are made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.
Claims (5)
1. The utility model provides a be favorable to retrieving and manage bored concrete pile structure, includes two support curb plates (2), its characterized in that: two it is equipped with roof (3) to support to connect between curb plate (2) the upper wall, the diapire central connection of roof (3) is equipped with pneumatic cylinder (4), the piston rod end of pneumatic cylinder (4) is vertical down and connect and be equipped with connecting plate (7), the relative both sides difference spiro union of connecting plate (7) is passed and is equipped with screw rod (6), the bottom spiro union of screw rod (6) is passed and is equipped with connecting seat (8), two it is equipped with protects a section of thick bamboo (10) to connect between connecting seat (8).
2. A structure for facilitating the recovery and management of cast-in-place piles according to claim 1, wherein: the bottom wall of the supporting side plate (2) is provided with a supporting plate (1) in a connecting way.
3. A structure for facilitating the recovery and management of cast-in-place piles according to claim 1, wherein: the top end of the screw rod (6) is connected with a rotating rod (5).
4. A structure for facilitating the recovery and management of cast-in-place piles according to claim 1, wherein: the bottom end of the screw rod (6) is connected with a nut (9).
5. A structure for facilitating the recovery and management of bored concrete piles according to claim 1, wherein: the connecting seat (8) is positioned at the top of the outer side wall of the protective cylinder (10).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202220257276.8U CN217231820U (en) | 2022-02-08 | 2022-02-08 | Be favorable to retrieving and manage bored concrete pile structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202220257276.8U CN217231820U (en) | 2022-02-08 | 2022-02-08 | Be favorable to retrieving and manage bored concrete pile structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN217231820U true CN217231820U (en) | 2022-08-19 |
Family
ID=82834059
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202220257276.8U Active CN217231820U (en) | 2022-02-08 | 2022-02-08 | Be favorable to retrieving and manage bored concrete pile structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN217231820U (en) |
-
2022
- 2022-02-08 CN CN202220257276.8U patent/CN217231820U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104763328B (en) | A kind of hydraulic pressure reaming circulation drilling machine and its reaming pile constructing process | |
CN111622224B (en) | Construction method of connected column pile in reverse construction method | |
CN105887876B (en) | A kind of construction method and its pile-forming apparatus of cast-in-place major diameter combination thin-walled screw thread pile tube | |
CN105780763A (en) | Construction method of medium-hole vibrating casing wall protection type long spiral cast-in-situ bored pile | |
CN212294653U (en) | Static pressure pile sinking device adopting through method | |
CN103556628B (en) | Spiral conical soil compaction pile construction method | |
CN1236146C (en) | Method and apparatus for forming shaped pile by drilling, high-pressure letting to enlarge hole and pressure pouring of concrete | |
CN111206575A (en) | Construction method of long spiral pressure-grouting pile | |
CN103015408A (en) | Cast-in-place pile synchronous casing hole-forming constructing method | |
CN110644551B (en) | Pile driver and construction method thereof | |
CN109183790A (en) | A kind of Screw Pile and its construction tool and construction method | |
CN217231820U (en) | Be favorable to retrieving and manage bored concrete pile structure | |
CN117211271A (en) | Double-pile-casing positioning pile-forming construction method for deep and thick filling layer filling pile of sea wall | |
CN110331936B (en) | Combined drilling bottom-expanding pile-planting construction method | |
CN101858196A (en) | Low gravity center three-axle spiral drilling machine and drilling method thereof | |
CN205116168U (en) | End grout static pressure tubular pile construction equipment is expanded in drilling | |
CN217480154U (en) | Sectional type steel sleeve for cast-in-situ bored pile retaining wall | |
CN216551915U (en) | Steel casing capable of separating cast-in-place pile from top to bottom | |
CN215482928U (en) | Fill and silt district pressure-bearing type anti-floating anchor rod | |
CN109989346A (en) | Bridge major diameter precast concrete tubular column basis and its construction method | |
CN112252312B (en) | Construction method for enhancing integral stress performance of PHC pipe pile | |
CN211228470U (en) | Construction device for slurry-free cast-in-situ bored pile | |
CN212477725U (en) | Pile machine of split combined type full-pile casing | |
CN111877303B (en) | Orifice pipe sealing device, grouting device and grouting method | |
CN113605378A (en) | Construction method of non-pull-out type half-sleeve retaining wall cast-in-situ bored pile |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |