CN204491614U - A kind of anti-pile tube skew Pile feeder - Google Patents
A kind of anti-pile tube skew Pile feeder Download PDFInfo
- Publication number
- CN204491614U CN204491614U CN201520155973.2U CN201520155973U CN204491614U CN 204491614 U CN204491614 U CN 204491614U CN 201520155973 U CN201520155973 U CN 201520155973U CN 204491614 U CN204491614 U CN 204491614U
- Authority
- CN
- China
- Prior art keywords
- pile
- chock
- feeder
- pile tube
- wooden partition
- 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
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of anti-pile tube skew Pile feeder, comprise: the cylindrical wooden partition of hollow, solid slab and chock, described solid slab is fixedly connected on the lower end of cylindrical wooden partition, described chock is fixedly connected on the lower surface of solid slab, described chock is cylindrical, the bottom of chock has a conical cone point, and the head of the axle center of described cylindrical wooden partition, the axle center of described chock and cone point is at straight line.By the way, the utility model can improve the efficiency of construction of pile tube, ensures construction quality.
Description
Technical field
The utility model relates to building field, particularly relates to a kind of anti-pile tube skew Pile feeder.
Background technology
For conventional tube pile driving construction, pile tube is pressed into subterranean designation absolute altitude by Pile feeder by Static pressure pile driver, and Pile feeder is cylindric steel pipe substantially, and upper and lower opening is closed, and stake machine drives pile tube to decline by anchor ear Pile feeder.The technical requirements of system construction method to construction worker is high, needs constantly to adjust the verticality of pile tube in time, when running into uneven soil layer, is still difficult to ensure its verticality.And when earth's surface backfill contains the building wastes such as more rubble, often cannot directly pile tube be constructed, need to carry out smooth to earth's surface, remove the building wastes such as larger rubble and then pile tube of constructing, have impact on the efficiency of construction of pile tube.
Utility model content
The technical problem that the utility model mainly solves is to provide a kind of anti-pile tube skew Pile feeder, can improve the efficiency of construction of pile tube, ensure construction quality.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is: provide a kind of anti-pile tube skew Pile feeder, comprise: the cylindrical wooden partition of hollow, solid slab and chock, described solid slab is fixedly connected on the lower end of cylindrical wooden partition, described chock is fixedly connected on the lower surface of solid slab, described chock is cylindrical, and the bottom of chock has a conical cone point, and the head of the axle center of described cylindrical wooden partition, the axle center of described chock and cone point is at straight line.
Preferably, the top outer of described cylindrical wooden partition is provided with suspension ring, is convenient to carrying and the construction of Pile feeder.
Preferably, between described cylindrical wooden partition, solid slab and chock, be fixedly connected as welding, be welded to connect comparatively solid and reliable, difficult drop-off.
Preferably, the material of described Pile feeder adopts steel, having good rigidity, can not produce distortion because of reusing, avoid affecting construction quality.
The beneficial effects of the utility model are: 1, when ground of constructing does not have the building wastes such as rubble, pile tube is pressed down by Pile feeder, due to the axle center of cylindrical wooden partition, the axle center of chock and cone point head at straight line, make pile tube have good verticality at work progress; When 2, having the building wastes such as more rubble when construction ground mask, the cone spine of chock can be adopted to wear rubble, form one circular hole, ensure that construction quality and the efficiency of construction of pile tube.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of anti-pile tube skew Pile feeder one of the utility model preferred embodiment;
Fig. 2 is A-A schematic cross-section in shown Fig. 1;
Fig. 3 is the construction schematic diagram of described Pile feeder;
Fig. 4 is B-B schematic cross-section in shown Fig. 3;
In accompanying drawing, the mark of each parts is as follows: 1, Pile feeder, and 11, cylindrical wooden partition, 12, solid slab, 13, suspension ring, 14, chock, 15, cone point, 2, pile tube, 21, pipe pile end.
Detailed description of the invention
Below in conjunction with accompanying drawing, preferred embodiment of the present utility model is described in detail, to make advantage of the present utility model and feature can be easier to be readily appreciated by one skilled in the art, thus more explicit defining is made to protection domain of the present utility model.
Refer to Fig. 1 and Fig. 2, the utility model embodiment comprises:
A kind of anti-pile tube skew Pile feeder, comprise: the cylindrical wooden partition 11 of hollow, solid slab 12 and chock 14, described solid slab 12 is fixedly connected on the lower end of cylindrical wooden partition 11, described chock 14 is fixedly connected on the lower surface of solid slab 12, described chock 14 is cylindrical, the bottom of chock 14 has a conical cone point 15, the axle center of described cylindrical wooden partition 11, the axle center of described chock 14 and cone point 15 head at straight line, there is good concentricity, make pile tube in work progress, have good verticality, not easily offset.
Construction schematic diagram of the present utility model as shown in Figure 3, Figure 4, its work progress is divided into two kinds of situations: a kind of is that the ground of job site is not when having or have the building wastes such as less rubble, only the cylindrical chock 14 of Pile feeder 1 need be inserted pipe pile end 21 place of pile tube 2, then pile tube 2 is driven to sink down into design elevation by pressing down Pile feeder 1, when pile tube 2 bottom contact uneven strata or comparatively small crushed stone and skew back will be there is time, pile tube 2 top contacts with chock 14 immediately, produce reaction force, stop pile tube 2 skew back; Another kind of situation is when having the building wastes such as more rubble when the ground of job site, need first Pile feeder 1 to be pressed down, one circular hole is extruded by the cone point 15 at Pile feeder 1 chock top, through top layer gravelly soil, and then drive pile tube 2 to sink by Pile feeder 1, there is higher efficiency of construction while ensure that construction precision.
The foregoing is only embodiment of the present utility model; not thereby the scope of the claims of the present utility model is limited; every utilize the utility model manual and accompanying drawing content to do equivalent structure or equivalent flow process conversion; or be directly or indirectly used in other relevant technical fields, be all in like manner included in scope of patent protection of the present utility model.
Claims (4)
1. an anti-pile tube skew Pile feeder, it is characterized in that, comprise: the cylindrical wooden partition of hollow, solid slab and chock, described solid slab is fixedly connected on the lower end of cylindrical wooden partition, described chock is fixedly connected on the lower surface of solid slab, described chock is cylindrical, and the bottom of chock has a conical cone point, and the head of the axle center of described cylindrical wooden partition, the axle center of described chock and cone point is at straight line.
2. one according to claim 1 anti-pile tube skew Pile feeder, it is characterized in that, the top outer of described cylindrical wooden partition is provided with suspension ring.
3. one according to claim 1 anti-pile tube skew Pile feeder, is characterized in that, is fixedly connected as welding between described cylindrical wooden partition, solid slab and chock.
4. one according to claim 1 anti-pile tube skew Pile feeder, is characterized in that, the material of described Pile feeder adopts steel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520155973.2U CN204491614U (en) | 2015-03-19 | 2015-03-19 | A kind of anti-pile tube skew Pile feeder |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520155973.2U CN204491614U (en) | 2015-03-19 | 2015-03-19 | A kind of anti-pile tube skew Pile feeder |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204491614U true CN204491614U (en) | 2015-07-22 |
Family
ID=53570915
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201520155973.2U Active CN204491614U (en) | 2015-03-19 | 2015-03-19 | A kind of anti-pile tube skew Pile feeder |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204491614U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105507323A (en) * | 2015-11-24 | 2016-04-20 | 江苏省电力公司连云港供电公司 | Small-diameter steel pipe pile side static-pressure hoop device |
-
2015
- 2015-03-19 CN CN201520155973.2U patent/CN204491614U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105507323A (en) * | 2015-11-24 | 2016-04-20 | 江苏省电力公司连云港供电公司 | Small-diameter steel pipe pile side static-pressure hoop device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201660892U (en) | Static-pressure pile planting hole leading machine | |
CN102953372A (en) | Steel pipe pile and construction method thereof | |
CN205422773U (en) | Novel hollow grouting anchor bolt | |
CN106836202A (en) | Bored in efficient pile tube soil, piling, dust, whitewash all-in-one and its construction technology | |
CN201214786Y (en) | Tree root type multi-support pile | |
CN204491614U (en) | A kind of anti-pile tube skew Pile feeder | |
CN102733380A (en) | Lag pile and construction method thereof | |
CN212129131U (en) | Crowded native pore-forming stock construction structures | |
CN102704479A (en) | Hydraulic hammering type concrete cast-in-place pile equipment | |
CN204252120U (en) | The construction equipment of concrete pile | |
CN204252131U (en) | The casing device of pore-forming in a kind of building lot | |
CN102493436A (en) | Novel manual tunneling construction method of rectangular anti-slide pile | |
CN203022001U (en) | Pile-pulling device with vibrating sleeve ring | |
CN205918362U (en) | Take drill bit of bore bit | |
CN206144464U (en) | A controlling means for improving diving drill machine straightness that hangs down | |
CN102251518B (en) | Rotary pump perforating piling machine | |
CN206000464U (en) | A kind of drilling bit of pile engine | |
CN202000899U (en) | Drill bit of rotary drilling rig | |
CN205617361U (en) | Cast in situ concrete major diameter tubular pile | |
CN204530685U (en) | Cement soil stiffness composite pile | |
CN204344048U (en) | Foreign matter fisher in hole | |
CN204326061U (en) | A kind of pile tube be drawn out easily | |
CN103790162B (en) | Synchronous mode steel sheet pile stake holes filling device | |
CN102888841A (en) | End part thread five-pointed-star-shaped variable-section prefabricated pipe pile and construction method thereof | |
CN203741835U (en) | Pile tip structure for prefabricated pipe pile |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CP03 | Change of name, title or address |
Address after: Suzhou District South East Suzhou city Jiangsu province 215000 New Building No. 10 Patentee after: Jiangsu Academy of building Limited by Share Ltd Address before: Suzhou District South East Suzhou city Jiangsu province 215000 No. 10 (new building) Patentee before: Jiangsu Jianyuan Construction Co., Ltd. |
|
CP03 | Change of name, title or address |