CN208899482U - Reinforcing pile processes underwater slag cleaning device - Google Patents
Reinforcing pile processes underwater slag cleaning device Download PDFInfo
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- CN208899482U CN208899482U CN201821410613.2U CN201821410613U CN208899482U CN 208899482 U CN208899482 U CN 208899482U CN 201821410613 U CN201821410613 U CN 201821410613U CN 208899482 U CN208899482 U CN 208899482U
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- steel
- slag cylinder
- drill pipe
- blows
- hollow drill
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Abstract
The utility model 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, which 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 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 end surface of hollow drill pipe I is higher than the lower end surface that steel blows slag cylinder, 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 end surface of hollow drill pipe II is higher than the lower end surface of hollow drill pipe I；Slag cylinder is sent in the formation of hollow drill pipe II.The utility model has the characteristics that high-efficient, saving of labor, time saving.
Description
Technical field
The utility model relates to the underwater scarfing cinder equipment of minor diameter, and in particular to a kind of reinforcing pile processing underwater scarfing cinder dress
It sets.
Background technique
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 in the prior art are as follows: preparation one straight
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 cover；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 in water in suspension, the sediment of suspension falls into slag depositing cylinder after precipitation, finally mentions slag depositing cylinder
Out, repeatedly several times, it 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 be then put into, bothersome laborious.
Utility model content
In order to solve the above technical problems, the purpose of this utility model is to propose that a kind of reinforcing pile processing is filled with underwater scarfing cinder
It sets.
The utility model is to complete above-mentioned purpose to adopt the following technical scheme that
There is steel to blow slag cylinder and hollow brill for a kind of underwater slag cleaning device of reinforcing pile processing, the underwater slag cleaning device
Bar；The diameter that the steel blows slag cylinder is less than the diameter of reinforcing pile drilling；The diameter of the reinforcing pile drilling is equal to 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 pile drilling hole bottom
On sediment；Steel, which blows to be provided in the center cavity of slag cylinder, is divided into that upper steel blows slag cylinder, lower steel is blown steel is blown slag cylinder
The steel partition of slag cylinder；The hollow drill pipe is two: hollow drill pipe I, hollow drill pipe II；The hollow drill pipe I is inserted into
The steel is blown in slag cylinder, and the upper end, which stretches out the steel and blows slag cylinder, blows air compressor machine phase on the outside of slag cylinder with steel is arranged in
Connection forms air inlet pipe；The lower end stretching of the hollow drill pipe I steel partition is located at the lower steel and blows in slag cylinder；
The lower end surface of the hollow drill pipe I is higher than the lower end surface that steel blows slag cylinder, forms one to pass through pressure-air for bottom hole
What sediment 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 is stretched out the steel and blown
Slag cylinder simultaneously elevates above the soil；II lower end of the hollow drill pipe stretching steel partition is located at the lower steel and blows in slag cylinder,
And the lower end surface of hollow drill pipe II is higher than the lower end surface 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.
The utility model proposes a kind of reinforcing pile process underwater slag cleaning device, by adopting the above technical scheme, using blowing
Slag cylinder is connect with air compressor machine, is blown in slag cylinder in lower steel and is formed high pressure, is blown afloat steel and is blown sediment under slag cylinder, powerful air stream
Blow 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 not
Until particle containing sediment；A part of sediment is scattered in slag cylinder top in hole simultaneously, takes out finally by slag cylinder；With it is high-efficient,
Saving of labor, time saving feature.
Detailed description of the invention
Fig. 1 is the structural schematic diagram for taking slag cylinder in the prior art.
Fig. 2 is the structural schematic diagram of the utility model.
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, 6,
Hollow drill pipe I, 7, hollow drill pipe II.
Specific embodiment
The utility model 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, there is the underwater slag cleaning device steel to blow slag
Cylinder and hollow drill pipe；The diameter that the steel blows slag cylinder is less than the diameter of reinforcing pile drilling；The diameter of the reinforcing pile drilling is small
In equal to 30cm；In the embodiment, the diameter of the reinforcing pile drilling is 30cm；The steel blows the height 70cm, straight of slag cylinder
Diameter 26cm, slag barrel thickness 3mm；The steel blows the tubular structure that slag cylinder is both ends open；It puts the lower end that the steel blows slag cylinder
It sets on the sediment at reinforcing pile drilling hole bottom；Steel blows to be provided in the center cavity of slag cylinder to be divided into steel is blown slag cylinder
Steel blows slag cylinder 3, lower steel blows the steel partition 5 of slag cylinder 4；The hollow drill pipe is two: hollow drill pipe I 6, hollow drill pipe
Ⅱ7；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；Institute
The insertion of hollow drill pipe I 6 the stated steel is blown in slag cylinder, and stretching steel in the upper end blows slag cylinder and blows with setting in steel
Air compressor machine on the outside of slag cylinder is connected to form air inlet pipe；The lower end of the hollow drill pipe I 6 is stretched out the steel partition 5 and is located at
The lower steel is blown in slag cylinder 4；The steel partition 5 with a thickness of 3mm；In the embodiment, the lower end of hollow drill pipe I 6
The distance between face and 5 bottom surface of steel partition are 15cm；The lower end surface of the hollow drill pipe I 6 is higher than the lower end that steel blows slag cylinder
Face forms one to blow slag cylinder for what the sediment of bottom hole was blown afloat by pressure-air；Described in the insertion of hollow drill pipe II 7
Steel is blown in slag cylinder, and the upper end stretches out the steel and blows slag cylinder and elevate above the soil；Described in II 7 lower end of hollow drill pipe is stretched out
Steel partition be located at the lower steel and blow in slag cylinder 4, and the lower end surface 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 puts in use, steel is blown slag cylinder to bottom hole sediment, 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 stake outer ' ' until the mixture of blowout is free of sediment particle by the hollow drill pipe II 7 reserved in slag cylinder；Simultaneously
A part of sediment is scattered in slag cylinder top in hole, takes 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 of reinforcing pile drilling；It is characterized by: 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 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 blows 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 be located at it is described under
Steel is blown in slag cylinder；The lower end surface of the hollow drill pipe I is higher than the lower end surface that steel blows slag cylinder, forms one to pass through high pressure
Air blows slag cylinder for 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 hollow drill pipe stretches out the steel partition and is located at the lower steel
System is blown in slag cylinder, and the lower end surface of hollow drill pipe II is higher than the lower end surface 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 |
|---|---|---|---|
| CN201821410613.2U CN208899482U (en) | 2018-08-30 | 2018-08-30 | Reinforcing pile processes underwater slag cleaning device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821410613.2U CN208899482U (en) | 2018-08-30 | 2018-08-30 | Reinforcing pile processes underwater slag cleaning device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208899482U true CN208899482U (en) | 2019-05-24 |
Family
ID=66570762
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821410613.2U Active CN208899482U (en) | 2018-08-30 | 2018-08-30 | Reinforcing pile processes underwater slag cleaning device |
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| Country | Link |
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| CN (1) | CN208899482U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755688A (en) * | 2018-08-30 | 2018-11-06 | 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 CN201821410613.2U patent/CN208899482U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755688A (en) * | 2018-08-30 | 2018-11-06 | 中铁十五局集团第五工程有限公司 | Reinforcing pile processes underwater slag cleaning device |
| CN108755688B (en) * | 2018-08-30 | 2024-03-08 | 中铁十五局集团第五工程有限公司 | Underwater slag removal device for processing reinforcement pile |
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