CN108755688A - Reinforcing pile processes underwater slag cleaning device - Google Patents
Reinforcing pile processes underwater slag cleaning device Download PDFInfo
- Publication number
- CN108755688A CN108755688A CN201811002413.8A CN201811002413A CN108755688A CN 108755688 A CN108755688 A CN 108755688A CN 201811002413 A CN201811002413 A CN 201811002413A CN 108755688 A CN108755688 A CN 108755688A
- Authority
- CN
- China
- Prior art keywords
- steel
- drill pipe
- slag cylinder
- slag
- blows
- 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.)
- Granted
Links
- 239000002893 slag Substances 0.000 title claims abstract description 116
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 26
- 238000004140 cleaning Methods 0.000 title claims abstract description 13
- 238000000034 method Methods 0.000 title claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 86
- 239000010959 steel Substances 0.000 claims abstract description 86
- 239000013049 sediment Substances 0.000 claims abstract description 21
- 238000005192 partition Methods 0.000 claims abstract description 13
- 238000005553 drilling Methods 0.000 claims abstract description 11
- 239000002689 soil Substances 0.000 claims abstract description 4
- 238000007664 blowing Methods 0.000 claims description 4
- 241001074085 Scophthalmus aquosus Species 0.000 claims 1
- 239000003818 cinder Substances 0.000 abstract description 2
- 230000015572 biosynthetic process Effects 0.000 abstract 2
- 238000000151 deposition Methods 0.000 description 10
- 239000000203 mixture Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 239000007900 aqueous suspension Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
- E02D13/08—Removing obstacles
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B21/00—Methods or apparatus for flushing boreholes, e.g. by use of exhaust air from motor
- E21B21/16—Methods or apparatus for flushing boreholes, e.g. by use of exhaust air from motor using gaseous fluids
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Paleontology (AREA)
- Geochemistry & Mineralogy (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The present invention relates to the underwater scarfing cinder equipment of minor diameter, propose that a kind of reinforcing pile processes underwater slag cleaning device.A kind of reinforcing pile processing proposed with underwater slag cleaning device there is steel to blow slag cylinder and hollow drill pipe；The diameter of reinforcing pile drilling is equal to less than 30cm；The lower end that steel blows slag cylinder is placed on the sediment at reinforcing pile drilling hole bottom；Steel blows to be provided in the center cavity of slag cylinder is divided into that upper steel blows slag cylinder, lower steel blows the steel partition board of slag cylinder steel is blown slag cylinder；Hollow drill pipe is two：Hollow drill pipe I, hollow drill pipe II；Hollow drill pipe I is inserted into steel and blows in slag cylinder, and the lower face of hollow drill pipe I blows the lower face of slag cylinder higher than steel, and slag cylinder is blown in formation；Hollow drill pipe II is inserted into steel and blows in slag cylinder, and the upper end stretches out steel and blows slag cylinder and elevate above the soil, and the lower face of hollow drill pipe II is higher than the lower face of hollow drill pipe I；Slag cylinder is sent in the formation of hollow drill pipe II.The present invention has the characteristics that efficient, saving of labor, time saving.
Description
Technical field
The present invention relates to the underwater scarfing cinder equipment of minor diameter, and in particular to a kind of underwater slag cleaning device of reinforcing pile processing.
Background technology
Currently, the most common underground pile foundation of the industries such as highway, railway, bridge, municipal administration will undoubtedly generate in boring procedure
Many sediments, as shown in Figure 1, the drilling to diameter less than 30cm take the structure of slag to be in the prior art：Prepare one directly
Diameter is the slag depositing cylinder of 23cm, and slag depositing cylinder height 70cm, slag depositing cylinder wall thickness 3mm, slag depositing cylinder is using 3mm steel plate back covers；Then it makes again
Make a hollow drill pipe, hollow drill pipe is inserted into the slag depositing cylinder, and the upper end is connected to pressure-air, and slag depositing cylinder is stretched out in lower end
The steel plate of bottom, the distance between end and steel plate are 15cm to 30cm, pressure-air sinking bottom hole by hollow drill pipe
Slag is blown afloat, sediment blow afloat after be in water suspension, the sediment of suspension falls into slag depositing cylinder, finally carries slag depositing cylinder after precipitation
Go out, repeatedly several times, is cleared up until meeting design specification requirement until bottom hole sediment；Although can will sink with this method
Slag is cleaned out, but in scale removal process, is needed repeatedly to take out slag depositing cylinder and then be put into, bothersome laborious.
Invention content
In order to solve the above technical problems, the purpose of the present invention is to propose to a kind of reinforcing piles to process underwater slag cleaning device.
The present invention is to complete above-mentioned purpose to adopt the following technical scheme that：
There is steel to blow slag cylinder and hollow drill pipe for a kind of underwater slag cleaning device of reinforcing pile processing, the underwater slag cleaning device；
The diameter that the steel blows slag cylinder is less than the diameter that reinforcing pile drills；The diameter of the reinforcing pile drilling is equal to less than 30cm；Institute
It states steel and blows the tubular structure that slag cylinder is both ends open；The lower end that the steel blows slag cylinder is placed on the heavy of reinforcing pile drilling hole bottom
On slag；Steel blows to be provided in the center cavity of slag cylinder is divided into that upper steel blows slag cylinder, lower steel blows slag steel is blown slag cylinder
The steel partition board of cylinder；The hollow drill pipe is two：Hollow drill pipe I, hollow drill pipe II；The hollow drill pipe I is inserted into institute
The steel stated is blown in slag cylinder, and stretching steel in the upper end blows slag cylinder and is connected with the air compressor machine blown on the outside of slag cylinder in steel is arranged
It is logical to form air inlet pipe；Steel partition board described in the lower end stretching of the hollow drill pipe I is located at the lower steel and blows in slag cylinder；Institute
The lower face for stating hollow drill pipe I blows the lower face of slag cylinder higher than steel, forms one to the sinking bottom hole by pressure-air
What slag was blown afloat blows slag cylinder；The hollow drill pipe II is inserted into the steel and blows in slag cylinder, and the upper end stretches out the steel and blows slag
Cylinder simultaneously elevates above the soil；The stretching steel partition board in II lower end of the hollow drill pipe is located at the lower steel and blows in slag cylinder, and
The lower face of hollow drill pipe II is higher than the lower face of hollow drill pipe I；The hollow drill pipe II is connected to the lower steel and blows slag
Cylinder forms and send slag cylinder will be transported to outside reinforcing pile by blowing the slag cylinder sediment that i.e. hollow drill pipe I is blown afloat.
A kind of reinforcing pile proposed by the present invention processes underwater slag cleaning device, using above-mentioned technical proposal, using blowing slag cylinder
It is connect with air compressor machine, is blown in slag cylinder in lower steel and form high pressure, blown afloat steel and blow sediment under slag cylinder, powerful air stream is blown afloat
Sediment, sediment, high pressure gas and water mixture be blown to outside reinforcing pile by hollow drill pipe II；Until the mixture of blowout is without heavy
Until solid impurity particle；A part of sediment is scattered in slag cylinder top in hole simultaneously, is taken out finally by slag cylinder；With efficient, saving of labor,
Time saving feature.
Description of the drawings
Fig. 1 is the structural schematic diagram for taking slag cylinder in the prior art.
Fig. 2 is the structural schematic diagram of the present invention.
In figure：1, slag depositing cylinder, 2, hollow drill pipe, 3, upper steel blow slag cylinder, 4, lower steel blow slag cylinder, 5, steel partition board, 6,
Hollow drill pipe I, 7, hollow drill pipe II.
Specific implementation mode
The present invention is illustrated with reference to the drawings and specific embodiments：
As shown in Fig. 2, a kind of reinforcing pile processes underwater slag cleaning device, the underwater slag cleaning device have steel blow slag cylinder with
Hollow drill pipe；The diameter that the steel blows slag cylinder is less than the diameter that reinforcing pile drills；The diameter of reinforcing pile drilling is less than etc.
In 30cm；In the embodiment, a diameter of 30cm of the reinforcing pile drilling；The steel blows height 70cm, the diameter of slag cylinder
26cm, slag barrel thickness 3mm；The steel blows the tubular structure that slag cylinder is both ends open；It places the lower end that the steel blows slag cylinder
On the sediment at reinforcing pile drilling hole bottom；Steel blows to be provided in the center cavity of slag cylinder is divided into upper steel steel is blown slag cylinder
System blows slag cylinder 3, lower steel blows the steel partition board 5 of slag cylinder 4；The hollow drill pipe is two：Hollow drill pipe I 6, hollow drill pipe II
7；The hollow drill pipe I 6 is the steel drill rod of φ 5cm, and the hollow drill pipe II 7 is the plastic conduit of φ 5cm；It is described
Hollow drill pipe I 6 be inserted into the steel and blow in slag cylinder, the upper end stretches out the steel and blows slag cylinder blows slag with being arranged in steel
The air compressor machine in cylinder outside is connected to form air inlet pipe；The lower end of the hollow drill pipe I 6 stretches out the steel partition board 5 and is located at institute
The lower steel stated is blown in slag cylinder 4；The thickness of the steel partition board 5 is 3mm；In the embodiment, the lower face of hollow drill pipe I 6
The distance between 5 bottom surface of steel partition board is 15cm；The lower face of the hollow drill pipe I 6 blows the lower face of slag cylinder higher than steel,
One is formed to blow slag cylinder by what the sediment of bottom hole was blown afloat by pressure-air；The hollow drill pipe II 7 is inserted into the steel
System is blown in slag cylinder, and the upper end stretches out the steel and blows slag cylinder and elevate above the soil；II 7 lower end of the hollow drill pipe is stretched out described
Steel partition board is located at the lower steel and blows in slag cylinder 4, and the lower face of hollow drill pipe II 7 is higher than the lower end of hollow drill pipe I 6
Face；The connection of the hollow drill pipe II 7 lower steel blows slag cylinder 4, is formed will be blown by blowing slag cylinder i.e. hollow drill pipe I
The sediment risen, which is transported to outside reinforcing pile, send slag cylinder；It is put to bottom hole sediment in use, steel is blown slag cylinder, pressure-air passes through
Hollow drill pipe I 6 is blown into steel and blows slag cylinder, and steel blows the powerful air stream of slag cylinder and blows afloat sediment, the mixing of sediment, high pressure gas and water
Object is blown to by the hollow drill pipe II 7 reserved in slag cylinder outside stake;Until the mixture of blowout is free of sediment particle；Hole simultaneously
Interior a part of sediment is scattered in slag cylinder top, is taken out finally by slag cylinder.
Claims (1)
1. a kind of reinforcing pile processes underwater slag cleaning device, there is the underwater slag cleaning device steel to blow slag cylinder and hollow brill
Bar；The diameter that the steel blows slag cylinder is less than the diameter that reinforcing pile drills；It is characterized in that：The diameter etc. of the reinforcing pile drilling
In less than 30cm；The steel blows the tubular structure that slag cylinder is both ends open；The lower end that the steel blows slag cylinder is placed on reinforcing
On the sediment at stake drilling hole bottom；Steel, which blows to be provided in the center cavity of slag cylinder, to be divided into upper steel steel is blown slag cylinder and blows slag
Cylinder, lower steel blow the steel partition board of slag cylinder；The hollow drill pipe is two：Hollow drill pipe I, hollow drill pipe II；In described
Empty drilling rod I is inserted into the steel and blows in slag cylinder, and the upper end stretches out the steel and blows slag cylinder and be arranged and blown outside slag cylinder in steel
The air compressor machine of side is connected to form air inlet pipe；The lower end of the hollow drill pipe I stretch out the steel partition board be located at it is described under
Steel is blown in slag cylinder；The lower face of the hollow drill pipe I blows the lower face of slag cylinder higher than steel, forms one to pass through high pressure
Air blows slag cylinder by what the sediment of bottom hole was blown afloat；The hollow drill pipe II is inserted into the steel and blows in slag cylinder, and the upper end is stretched out
The steel blows slag cylinder and elevates above the soil；II lower end of the hollow drill pipe stretches out the steel partition board and is located at the lower steel
System is blown in slag cylinder, and the lower face of hollow drill pipe II is higher than the lower face of hollow drill pipe I；The hollow drill pipe II is connected to described
Lower steel blow slag cylinder, formed and send slag will be transported to outside reinforcing pile by blowing the slag cylinder sediment that i.e. hollow drill pipe I is blown afloat
Cylinder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811002413.8A CN108755688B (en) | 2018-08-30 | 2018-08-30 | Underwater slag removal device for processing reinforcement pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811002413.8A CN108755688B (en) | 2018-08-30 | 2018-08-30 | Underwater slag removal device for processing reinforcement pile |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108755688A true CN108755688A (en) | 2018-11-06 |
| CN108755688B CN108755688B (en) | 2024-03-08 |
Family
ID=63966750
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811002413.8A Active CN108755688B (en) | 2018-08-30 | 2018-08-30 | Underwater slag removal device for processing reinforcement pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108755688B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101328709A (en) * | 2007-06-20 | 2008-12-24 | 上海塔奇实业有限公司 | Borehole cleaning method and apparatus for fast reverse circulation by using high pressure air |
| KR20090010537A (en) * | 2007-07-23 | 2009-01-30 | 대한주택공사 | Apparatus for removing slime in a cast-in place pile construstion |
| CN102465536A (en) * | 2010-11-12 | 2012-05-23 | 石峰 | Construction process for cleaning holes in groove section of anti-seepage wall by air-lift method |
| CN102477746A (en) * | 2010-11-25 | 2012-05-30 | 中铁十八局集团有限公司 | Slag removing device used in long deep hole pile foundation construction |
| CN204982899U (en) * | 2015-07-09 | 2016-01-20 | 山东城市建设职业学院 | Sediment belt cleaning device at bottom of embedded rock pile stake |
| CN205100218U (en) * | 2015-11-17 | 2016-03-23 | 重庆工商职业学院 | Bored concrete pile hole bottom sediment cleaning device |
| CN205146802U (en) * | 2015-12-02 | 2016-04-13 | 海阳中集来福士海洋工程有限公司 | Clear water dross removal mechanism |
| CN208899482U (en) * | 2018-08-30 | 2019-05-24 | 中铁十五局集团第五工程有限公司 | Reinforcing pile processes underwater slag cleaning device |
-
2018
- 2018-08-30 CN CN201811002413.8A patent/CN108755688B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101328709A (en) * | 2007-06-20 | 2008-12-24 | 上海塔奇实业有限公司 | Borehole cleaning method and apparatus for fast reverse circulation by using high pressure air |
| KR20090010537A (en) * | 2007-07-23 | 2009-01-30 | 대한주택공사 | Apparatus for removing slime in a cast-in place pile construstion |
| CN102465536A (en) * | 2010-11-12 | 2012-05-23 | 石峰 | Construction process for cleaning holes in groove section of anti-seepage wall by air-lift method |
| CN102477746A (en) * | 2010-11-25 | 2012-05-30 | 中铁十八局集团有限公司 | Slag removing device used in long deep hole pile foundation construction |
| CN204982899U (en) * | 2015-07-09 | 2016-01-20 | 山东城市建设职业学院 | Sediment belt cleaning device at bottom of embedded rock pile stake |
| CN205100218U (en) * | 2015-11-17 | 2016-03-23 | 重庆工商职业学院 | Bored concrete pile hole bottom sediment cleaning device |
| CN205146802U (en) * | 2015-12-02 | 2016-04-13 | 海阳中集来福士海洋工程有限公司 | Clear water dross removal mechanism |
| CN208899482U (en) * | 2018-08-30 | 2019-05-24 | 中铁十五局集团第五工程有限公司 | Reinforcing pile processes underwater slag cleaning device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108755688B (en) | 2024-03-08 |
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