CN202187735U - Bored pile tubular drill for fishing residue - Google Patents

Bored pile tubular drill for fishing residue Download PDF

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Publication number
CN202187735U
CN202187735U CN2011203274753U CN201120327475U CN202187735U CN 202187735 U CN202187735 U CN 202187735U CN 2011203274753 U CN2011203274753 U CN 2011203274753U CN 201120327475 U CN201120327475 U CN 201120327475U CN 202187735 U CN202187735 U CN 202187735U
Authority
CN
China
Prior art keywords
tubular
fishing
drill
cylindrical shell
steel
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 - Lifetime
Application number
CN2011203274753U
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Chinese (zh)
Inventor
朱德军
郭光权
盛伟
任金林
王海涛
匡本亮
夏其宏
姚松柏
王玉林
冯海珍
程桂芝
陈兆强
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.)
First Engineering Co Ltd of Shanghai Civil Engineering Co Ltd of CREC
Original Assignee
First Engineering Co Ltd of Shanghai Civil Engineering Co Ltd of CREC
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 First Engineering Co Ltd of Shanghai Civil Engineering Co Ltd of CREC filed Critical First Engineering Co Ltd of Shanghai Civil Engineering Co Ltd of CREC
Priority to CN2011203274753U priority Critical patent/CN202187735U/en
Application granted granted Critical
Publication of CN202187735U publication Critical patent/CN202187735U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model discloses a bored pile tubular drill for fishing residue, which is characterized by being provided with a tubular body. A drill rod is arranged at the position of the middle axle of the tubular body, and the top end of the drill rod penetrates through the top of the tubular body and is provided with a flange disc. A longitudinal partition board divides the inner portion of the tubular body into two side semi-cylindrical tubes. A bottom steel beam is arranged at a position of the bottom of the tubular body crossed with the bottom edge of the longitudinal partition board, and drill teeth are arranged on the bottom steel beam at intervals. The bottom steel beam divides each semi-cylindrical tube into a fishing cabin and a storing cabin, the fishing cabin is an opened section, and the storing cabin is a section with the bottom sealed with a steel mesh. The fishing cabins of the two side semi-cylindrical tubes are arranged on the diagonal positions. The bored pile tubular drill for fishing the residue can effectively reduce pipe blocking, hole collapse and hole expansion in drill hole construction and can ensure the construction progress and safety and quality of a pile foundation.

Description

Drilled pile drags for the slag tube and bores
Technical field
The utility model relates to the auxiliary implement in the drilling construction process that is applied in drilled pile, a kind of tube brill that is used for salvaging in boring erratic boulder of more specifically saying so.
Background technology
In the prior art; In the construction that some complicated geological environments are holed; When meeting, at first need use clean-out machine with the fragment sucking-off then with Churn drill towards broken than bowlder stone and erratic boulder interlayer; In the practice of construction, the reverse circulation drilling machine equipment is often because problem such as drilling rod plugging and can not guarantee construction speed.Such as; The Yellow River, Shan, Line for Passenger Transportation Shanxi, China domestic big western railway road grand bridge Pile Foundations Design is drilled pile; Its footpath is big, drilling depth is dark, engineering quantity is big, the duration is tight, complicated geology; When cobble, erratic boulder interlayer or other bulk foreign material especially in the drilling construction process, occurring, and then cause plugging, had a strong impact on the progress and the safe mass of drilling construction.
Geological exploration data shows; Stratum in this bridge bridge site district drilling depth is mainly: the Yellow River second bottom, overbank and riverbed district; Top is Quaternary system Holocene series alluvium (Q4a1) silty clay, silt, sand (sticking) matter loess, flour sand, fine sand, medium sand, coarse sand, gravelly sand, carefully round gravel is native, slightly round gravel is native; Top is Quaternary system upper Pleistocene series alluvium (Q3a1) silty clay, silt, flour sand, fine sand, medium sand, and boring geology is mainly layer of sand.And actual boring mud sampling confirms in riverbed, the Yellow River internal drilling pile driving construction process; The stratigraphic description that distribution of strata and geological exploration data show is deviation slightly; Gravel and erratic boulder layer between 15m~35m, occur, after drilling construction got into this geological stratification, drilling depth is difficulty very; Often 24 hours not enough 10cm of drilling depth, and easy bit freezing.Often have bigger cobble or erratic boulder to be inhaled into and cause plugging in the drilling rod, cause mud to circulate, boring can't be proceeded.Simultaneously, when meeting cobble or erratic boulder interlayer, because rate of penetration is slow; The long-time disturbance hole wall of drill bit after detect with full-automatic excusing from death ripple detector, is occurring gravelly soil and erratic boulder interval at pore-forming; Because the long-time disturbance hole wall of drill bit, reaming situation in aperture is very serious.
The utility model content
The utility model is for avoiding above-mentioned existing in prior technology weak point; In a single day provide a kind of drilled pile to drag for the slag tube and bore, when in drilling construction, cobble and erratic boulder interlayer occurring, use the utility model instead and carry out drilling construction; After passing through interlayer; Continue to use conventional clean-out machine to carry out the usual manner construction again,, guarantee the construction speed and the safe mass of pile foundation to reduce the generation of plugging, collapse hole and reaming phenomenon.
The utility model adopts following technical scheme for the technical solution problem:
The utility model drilled pile drags for the design feature that the slag tube bores: a cylindrical shell is set, at the middle shaft position of said cylindrical shell drilling rod is set, the top of drilling rod is run through the top of cylindrical shell and is provided with flange; The inside of said cylindrical shell is divided into both sides semicircle column casing with midfeather; Bottom at cylindrical shell; Be with the base of said midfeather the bottom girder steel is set on the position that " ten " word intersects; On the girder steel of said bottom, be arranged at intervals with the brill tooth; With said bottom girder steel said semicircle column casing is divided into and salvages storehouse and storage warehouse, said salvaging storehouse is a uncovered sector, and said storage warehouse is a sector with the steel mesh back cover; Salvaging storehouse in the semicircle column casing of said both sides is on the diagonal position.
The utility model drilled pile drags for design feature that the slag tube bores and also is to have the enlarging groove on the base of semicircle column casing in the said salvaging storehouse.
Compared with present technology, the utility model beneficial effect is embodied in:
When 1, cobble and erratic boulder interlayer in drilling construction, occurring; Need not to use Churn drill, directly use the utility model instead and construct, under rig drives; Drilled pile drags for slag tube brill low speed rotation can accomplish the salvaging to erratic boulder with the process that hoists, and effect is very remarkable.After passing through interlayer, continue again to use conventional clean-out machine to carry out normal construction, can guarantee the construction speed and the safe mass of pile foundation thus.
2, the utility model is cheap, easy and simple to handle, safe, efficient, is particularly useful for containing the construction of drilled pile of the complicated geological of interlayer, can be widely used in the pile foundation construction.
3, the utility model has fundamentally solved the puzzlement that ovum, erratic boulder interlayer bring drilled pile construction through in the grand bridge drilled pile construction of the Yellow River, Shan, Shanxi, trying out, and has improved the safe mass and the work efficiency of construction greatly.Significantly reduced plugging, collapse hole and reaming phenomenon, reduced concrete waste, reduced engineering cost.
Description of drawings
Fig. 1 is the utility model cylindrical shell bottom schematic view;
Fig. 2 is the utility model middle mediastinum plate and bottom girder steel relative position sketch map;
Fig. 3 looks sketch map for the utility model master;
Fig. 4 is the utility model schematic side view;
Label among the figure: 1 cylindrical shell; 2 drilling rods; 3 flange; 4 midfeathers; 5 bottom girder steels; 6 bore tooth; 7 salvaging storehouses; 8 storage warehouses; 9 steel meshes; 10 enlarging grooves.
The specific embodiment
It is that a cylindrical shell 1 is set that drilled pile in the present embodiment drags for slag tube brill, and shaft position is provided with drilling rod 2 in cylindrical shell 1, and the top of drilling rod 2 is run through the top of cylindrical shell 1 and is provided with flange 3; The inside of cylindrical shell 1 is divided into both sides semicircle column casing with midfeather 4; Bottom at cylindrical shell 1; Be with the base of midfeather 4 bottom girder steel 5 is set on the position that " ten " word intersects; On bottom girder steel 5, be provided with at interval and bore tooth 6; With bottom girder steel 5 the semicircle column casing is divided into and salvages storehouse 7 and storage warehouse 8, salvage storehouse 7 and be a uncovered sector, storage warehouse 8 is a sector by steel mesh 9 back covers; Salvaging storehouse 7 in the semicircle column casing of both sides is on the diagonal position.
Fig. 3 and shown in Figure 4 has enlarging groove 10 on the base of semicircle column casing in salvaging storehouse 7, the salvaging of utilization for oversize rock material can be arranged more, and cobble and erratic boulder that the cylindrical shell size can be salvaged the 50kg that weighs suitably are set.
In the practical implementation, cylindrical shell 1 is that steel plate by 14mm welds after through the plate bending rolls roll bending and processes, and diameter and drilled pile footpath are consistent; The bottom girder steel adopts the steel plate of putting more energy into of 20mm, and barrel diameter is 2000mm, highly is 1500mm.
Method for using: when meeting major diameter cobble, erratic boulder in the drilled pile construction process, remove former drill bit, the present embodiment drilled pile that changes the outfit drags for the slag tube and bores, and rotates 5~10 minutes by the speed of 5~10rad/min, can ovum, erratic boulder be involved in the tube.The salvaging operating procedure of cobble, erratic boulder is following:
1, creep into unusual or creep into difficulty, drilling rod rocks violent or other tangible cobble, erratic boulder characteristic occur, stops operation, and removes drilling rod by joint;
2, change the outfit and drag for the slag tube with drill bit with the drilled pile of diameter and bore, and drilling rod is installed to drilling depth by joint;
3, by the speed of 5~10rad/min, rotary cylinder bored 5~10 minutes, and cobble, erratic boulder are involved in the tube;
4, mention a brill, remove drilling rod, the tube brill is moved on the working platform by joint;
5, remove tube interior cobble, erratic boulder;
6, reinstall drill bit, drilling rod, recover bore operation.

Claims (2)

1. a drilled pile drags for the slag tube and bores, and it is characterized in that: a cylindrical shell (1) is set, at the middle shaft position of said cylindrical shell (1) drilling rod (2) is set, the top of drilling rod (2) is run through the top of cylindrical shell (1) and is provided with flange (3); The inside of said cylindrical shell (1) is divided into both sides semicircle column casing with midfeather (4); Bottom in cylindrical shell (1); Be on the position that " ten " word intersects with the base of said midfeather (4) bottom girder steel (5) is set; On said bottom girder steel (5), be arranged at intervals with and bore tooth (6); With said bottom girder steel (5) said semicircle column casing is divided into and salvages storehouse (7) and storage warehouse (8), said salvaging storehouse (7) is a uncovered sector, and said storage warehouse (8) is a sector with steel mesh (9) back cover; Salvaging storehouse (7) in the semicircle column casing of said both sides is on the diagonal position.
2. drilled pile according to claim 1 drags for the slag tube and bores, and it is characterized in that: have enlarging groove (10) on the base of semicircle column casing in the said salvaging storehouse (7).
CN2011203274753U 2011-09-02 2011-09-02 Bored pile tubular drill for fishing residue Expired - Lifetime CN202187735U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011203274753U CN202187735U (en) 2011-09-02 2011-09-02 Bored pile tubular drill for fishing residue

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011203274753U CN202187735U (en) 2011-09-02 2011-09-02 Bored pile tubular drill for fishing residue

Publications (1)

Publication Number Publication Date
CN202187735U true CN202187735U (en) 2012-04-11

Family

ID=45919194

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011203274753U Expired - Lifetime CN202187735U (en) 2011-09-02 2011-09-02 Bored pile tubular drill for fishing residue

Country Status (1)

Country Link
CN (1) CN202187735U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102425388A (en) * 2011-09-02 2012-04-25 中铁上海工程局第一工程有限公司 Slag salvaging cylindrical drill for drilled pile
CN104179455A (en) * 2014-08-25 2014-12-03 江苏长城石油装备制造有限公司 Pipe blockage prevention drill device
CN110424915A (en) * 2018-03-26 2019-11-08 中交路桥北方工程有限公司 Circulation drilling machine draws slag cylinder

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102425388A (en) * 2011-09-02 2012-04-25 中铁上海工程局第一工程有限公司 Slag salvaging cylindrical drill for drilled pile
CN104179455A (en) * 2014-08-25 2014-12-03 江苏长城石油装备制造有限公司 Pipe blockage prevention drill device
CN110424915A (en) * 2018-03-26 2019-11-08 中交路桥北方工程有限公司 Circulation drilling machine draws slag cylinder
CN110424915B (en) * 2018-03-26 2021-06-29 中交路桥北方工程有限公司 Slag removing cylinder of circulating drilling machine

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C14 Grant of patent or utility model
CX01 Expiry of patent term

Granted publication date: 20120411

CX01 Expiry of patent term