CN204024544U - A kind of hollow rushes pile monkey - Google Patents

A kind of hollow rushes pile monkey Download PDF

Info

Publication number
CN204024544U
CN204024544U CN201420379340.5U CN201420379340U CN204024544U CN 204024544 U CN204024544 U CN 204024544U CN 201420379340 U CN201420379340 U CN 201420379340U CN 204024544 U CN204024544 U CN 204024544U
Authority
CN
China
Prior art keywords
type hollow
hollow road
inlet pipe
hammer body
air inlet
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
Application number
CN201420379340.5U
Other languages
Chinese (zh)
Inventor
许建得
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Foundation Design Group Co., Ltd of Guangdong Province
Original Assignee
GUANGDONG PROV FOUNDATION ENGINEERING Co
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by GUANGDONG PROV FOUNDATION ENGINEERING Co filed Critical GUANGDONG PROV FOUNDATION ENGINEERING Co
Priority to CN201420379340.5U priority Critical patent/CN204024544U/en
Application granted granted Critical
Publication of CN204024544U publication Critical patent/CN204024544U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The utility model discloses a kind of hollow and rush pile monkey, comprise hammer body and be arranged at the Y type hollow road in hammer body, one side in Y type hollow road is provided with the air inlet pipe that connects air compressor machine, the side that air inlet pipe is set in Y type hollow road is provided with the shutoff steel plate around air inlet pipe, the tail end of air inlet pipe upwards bends the opposite side that enters Y type hollow road, and the opposite side in Y type hollow road is provided with revolution snap-on connector.This dinking pile monkey arranges Y type hollow road in hammer body, and connect air compressor machine by the air inlet pipe arranging in a side in Y type hollow road, enter after hammer body by Y type hollow road bottom opening at body refuse, to automatically enter a untight side in Y type hollow road, and discharge fast under air compressor machine effect, it is simple in structure that this rushes pile monkey, and can effectively improve the progress of drilling construction, and this utility model is for architectural furniture field.

Description

A kind of hollow rushes pile monkey
Technical field
The utility model relates to foundation basic construction technical field, particularly relates to a kind of hollow and rushes pile monkey.
Background technology
In traditional Punching Borehole Cast-in-place Concrete Pile or diaphragm wall pore forming process, there is the real core forging of employing to cast the pile monkey that rushes forming, the hammer body lower thick upper thin that this kind rushes pile monkey becomes cone shape, groove is set on hammer body, top is connected to by wire rope on the hoist engine of pile frame by the suspension ring with spring, pore forming process adopts direct circulation to carry out deslagging, and dregs is discharged by mud buoyancy from the side of hammer body.
Rush by this type of construction speed that pile monkey constructs slower, punching stake in the harder rock stratum of strength grade especially, the sillar impacting out only depend on the more difficult discharge of buoyancy, and existence need to repeat to rush the shortcoming of rock, and pile machine equipment power consumption power consumption is larger.The rotary drilling rig extensively adopting at present also cannot overcome the problem that pore-forming progress is slow and cost is high in the time running into hard rock geology.
Utility model content
For addressing the above problem, the utility model provides a kind of dinking pile monkey that can effectively improve pore-forming progress.
The utility model solves the technical scheme that its technical problem adopts:
A kind of hollow rushes pile monkey, comprise hammer body and be arranged at the Y type hollow road in hammer body, one side in Y type hollow road is provided with the air inlet pipe that connects air compressor machine, the side that air inlet pipe is set in Y type hollow road is provided with the shutoff steel plate around air inlet pipe, the tail end of air inlet pipe upwards bends the opposite side that enters Y type hollow road, and the opposite side in Y type hollow road is provided with revolution snap-on connector.
Be further used as the improvement of technical solutions of the utility model, the cross section of each by-path in Y type hollow road is circular or oval.
Be further used as the improvement of technical solutions of the utility model, the gabarit of hammer body is back taper or cuboid.
Be further used as the improvement of technical solutions of the utility model, the bottom of hammer body is provided with some block stamp teeth, and the top of hammer body is provided with hole for hoist.
Be further used as the improvement of technical solutions of the utility model, shutoff steel plate is fixed by welding and the inner ring of Y type hollow road by-path.
The beneficial effects of the utility model: this dinking pile monkey arranges Y type hollow road in hammer body, and connect air compressor machine by the air inlet pipe arranging in a side in Y type hollow road, enter after hammer body by Y type hollow road bottom opening at body refuse, to automatically enter a untight side in Y type hollow road, and discharge fast under air compressor machine effect, it is simple in structure that this rushes pile monkey, and can effectively improve the progress of drilling construction.
Brief description of the drawings
Below in conjunction with accompanying drawing, the utility model is described in further detail:
Fig. 1 is the utility model embodiment overall structure schematic diagram;
Fig. 2 is the utility model embodiment top view.
Detailed description of the invention
With reference to Fig. 1, Fig. 2, the utility model is that a kind of hollow rushes pile monkey, comprise hammer body 1 and be arranged at the Y type hollow road 2 in hammer body 1, one side in Y type hollow road 2 is provided with the air inlet pipe 3 that connects air compressor machine, the interior side that air inlet pipe 3 is set in Y type hollow road 2 is provided with the shutoff steel plate 4 around air inlet pipe 3, the tail end of air inlet pipe 3 upwards bends the opposite side that enters Y type hollow road 2, and the opposite side in Y type hollow road 2 is provided with revolution snap-on connector 5.
This dinking pile monkey is in the interior Y type hollow road 2 that arranges of hammer body 1, and the air inlet pipe 3 arranging in a side by Y type hollow road 2 connects air compressor machine, enter after hammer body 1 by Y type hollow road 2 bottom openings at body refuse, to automatically enter the interior untight side in Y type hollow road 2, and discharge fast under air compressor machine effect, it is simple in structure that this rushes pile monkey, and can effectively improve the progress of drilling construction.
As the utility model preferred embodiment, the cross section of each by-path in Y type hollow road 2 is circular or oval.
Circular or oval-shaped cross-sectional structure, in the time carrying out deslagging operation, can not cause and stop dregs, can facilitate dregs to discharge fast.
As the utility model preferred embodiment, the gabarit of hammer body 1 is back taper or cuboid.
Back taper or rectangular hammer body structure can effectively reduce the lifting surface area of hammer body 1 bottom, to strengthen its impact force, thereby accelerate pore-forming progress.
As the utility model preferred embodiment, the bottom of hammer body 1 is provided with some block stamp teeth 6, and the top of hammer body 1 is provided with hole for hoist 7.
As the utility model preferred embodiment, shutoff steel plate 4 is fixed by welding and the inner ring of Y type hollow road 2 by-paths.
This rushes pile monkey structure can effectively improve a hole or continuous wall trench punching penetration rate and the clear hole mud qualified rate while entering rock, saves power supply for construction effective reduction of erection time.Can reduce mud emission, protection of the environment, energy-conserving and environment-protective, the scope of application is wider, is worthy of further application.
Certainly, the invention is not limited to above-mentioned embodiment, those of ordinary skill in the art also can make equivalent variations or replacement under the prerequisite without prejudice to the utility model spirit, and the modification that these are equal to or replacement are all included in the application's claim limited range.

Claims (5)

1. a hollow rushes pile monkey, it is characterized in that: comprise hammer body (1) and be arranged at the Y type hollow road (2) in described hammer body (1), one side in described Y type hollow road (2) is provided with the air inlet pipe (3) that connects air compressor machine, the side that air inlet pipe (3) is set in described Y type hollow road (2) is provided with the shutoff steel plate (4) around air inlet pipe (3), the tail end of described air inlet pipe (3) upwards bends the opposite side that enters Y type hollow road (2), and the opposite side in described Y type hollow road (2) is provided with revolution snap-on connector (5).
2. hollow according to claim 1 rushes pile monkey, it is characterized in that: the cross section of each by-path in described Y type hollow road (2) is for circular or oval.
3. hollow according to claim 1 rushes pile monkey, it is characterized in that: the gabarit of described hammer body (1) is back taper or cuboid.
4. rush pile monkey according to the hollow described in any one in claim 1~3, it is characterized in that: the bottom of described hammer body (1) is provided with some block stamp teeth (6), the top of described hammer body (1) is provided with hole for hoist (7).
5. hollow according to claim 1 rushes pile monkey, it is characterized in that: described shutoff steel plate (4) is fixed by welding and the inner ring of Y type hollow road (2) by-path.
CN201420379340.5U 2014-07-09 2014-07-09 A kind of hollow rushes pile monkey Expired - Fee Related CN204024544U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420379340.5U CN204024544U (en) 2014-07-09 2014-07-09 A kind of hollow rushes pile monkey

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420379340.5U CN204024544U (en) 2014-07-09 2014-07-09 A kind of hollow rushes pile monkey

Publications (1)

Publication Number Publication Date
CN204024544U true CN204024544U (en) 2014-12-17

Family

ID=52064428

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420379340.5U Expired - Fee Related CN204024544U (en) 2014-07-09 2014-07-09 A kind of hollow rushes pile monkey

Country Status (1)

Country Link
CN (1) CN204024544U (en)

Similar Documents

Publication Publication Date Title
CN204753589U (en) A static pressure stake machine complete machine is planted in reaming
CN205348775U (en) A positioner that pre -buried spool connected in was used for concrete structure
CN102168442A (en) Impact mass-drilling trenching machine
CN204024544U (en) A kind of hollow rushes pile monkey
CN102704479A (en) Hydraulic hammering type concrete cast-in-place pile equipment
CN205530265U (en) Clear hole of prestressed concrete pipe pile stake core device
CN203701115U (en) Denoising device for offshore wind turbine foundation piling
CN105735277A (en) Hammering type pile machine mixing and jet grouting device and pile forming method thereof
CN203498848U (en) Light-weight well point downcast pipe hole forming device
CN203756030U (en) Drill machine device
CN201406685Y (en) Square jet type hole-forming device
CN105714826A (en) Prestressed concrete pipe pile core hole cleaning device and operation method
CN205823163U (en) A kind of sand gravel geology bored concrete pile pore-creating apparatus
CN202215170U (en) Obstacle removal device
CN204491614U (en) A kind of anti-pile tube skew Pile feeder
CN206667276U (en) A kind of dewatering well steel bushing pipe device
CN105178315A (en) Pouring type pile driver and pile driving method using pile driver
CN102383429B (en) Digging pile-sinking device in the middle of a kind of heavy caliber pile tube
CN105421457A (en) Spiral type pipe pile soil getting machine
CN105256793B (en) A kind of double-deck lower stake equipment
CN205012326U (en) A double -deck lower equipment
CN209556925U (en) The outer pipe device of hammer in a kind of
CN205369252U (en) A novel electricelectric power driver for high -speed railway construction
CN205501996U (en) Device is spouted soon in stirring of hammering formula stake machine
CN205012337U (en) Pour formula pile driver

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: GUANGDONG FOUNDATION ENGINEERING GROUP CO., LTD.

Free format text: FORMER NAME: GUANGDONG PROV. FOUNDATION ENGINEERING CO.

CP01 Change in the name or title of a patent holder

Address after: 19-20, No. 510620, Tianhe Road, 99 Tianhe Road, Guangdong, Guangzhou

Patentee after: Foundation Design Group Co., Ltd of Guangdong Province

Address before: 19-20, No. 510620, Tianhe Road, 99 Tianhe Road, Guangdong, Guangzhou

Patentee before: Guangdong Prov. Foundation Engineering Co.

CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20141217

Termination date: 20170709