CN205894077U - A complete set of pipe long spiral drilling filling pile brush wall ware - Google Patents
A complete set of pipe long spiral drilling filling pile brush wall ware Download PDFInfo
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- CN205894077U CN205894077U CN201620629932.7U CN201620629932U CN205894077U CN 205894077 U CN205894077 U CN 205894077U CN 201620629932 U CN201620629932 U CN 201620629932U CN 205894077 U CN205894077 U CN 205894077U
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Abstract
The utility model provides a complete set of pipe long spiral drilling filling pile brush wall ware, including brush wall bucket, brush wall bucket periphery evenly is equipped with the telescopic link, and the telescopic link outer end is equipped with blunt knife, brush wall bucket below is equipped with receives mud and counter weight bucket, and brush wall bucket passes through the connecting piece and receive mud and counter weight bucket to be connected, brush wall bucket top is located to the link, and the link also is connected through connecting piece and brush wall bucket. Adopting the crawler crane to hang the link, will brushing during the wall ware hangs the steel casing pipe perpendicularly, scrape the remaining adhesion soil of steel casing pipe inner wall through blunt knife, the adhesion soil that is scraped drops in receipts mud and counter weight bucket. The device provided by the utility model the simple structure, through the cooperation of scalable string of trowel, receipts mud and counter weight bucket, can be clear totally with overlapping the remaining adhesion soil of inside pipe wall, the simple operation, only 2~3 minutes whole process time, low cost, steel structural member can process by oneself, use stably, through testing repeatedly, the result of use is good, has effectively guaranteed construction quality.
Description
Technical field
This utility model is related in a kind of civil engineering (pile foundation) technical field, for the perfusion of full-sleeve long auger
In the work progress such as stake, interlocking pile, remove the device of internal surface of sleeve pipe adhesion soil.
Background technology
In civil engineering (pile foundation) technical field, cast-in-situ bored pile is the pile-type commonly using, conventional use of machine
Tool equipment is rotary drilling rig, gps rig, but the said equipment and its construction technology have following technique disadvantage: low construction efficiency；Become
Need during hole to prevent collapse hole using mud off, there is mud emission pollution problem, and there is easy collapse hole, reaming, necking down, hole
The common quality defects such as bottom residue thickness；Pile body perpendicularity is only 1/150.
For overcoming above-mentioned technique disadvantage, by improvement for equipments and process, adopt more advanced full-sleeve long screw auger at present
Hole pouring pile equipment and its construction technology cast-in-situ bored pile, it uses sleeve pipe and auger stem to work in coordination with rotation and sink, sleeve pipe
The interior soil body rises with helical blade, and progressively delivery port creeps into projected depth, lifts auger stem, then in sleeve pipe
Decentralization reinforcing bar, concrete perfusion, finally pull out sleeve pipe, have no collapse hole, reaming, necking down, perpendicularity reaches 1/300, and no mud
The advantages such as discharge.But during this equipment and construction technology, between existing necessarily between internal surface of sleeve pipe and auger stem blade
Away from, after the completion of leading to fetch earth in sleeve pipe, internal surface of sleeve pipe has certain thickness adhesion soil to be needed to remove.
For the problems referred to above, it is the adhesion soil by manual cleaning internal surface of sleeve pipe in prior art, this mode exists clearly
Wash the problem that not in place, some dead angles will not be cleaned by, meanwhile, manual cleaning inefficiency, wastes time and energy.
Utility model content
The technical problems to be solved in the utility model be provide that a kind of structure is simple, simple operation, with low cost, using steady
Fixed, the device of the adhesion soil of internal surface of sleeve pipe residual can be removed.
In order to solve above-mentioned technical problem, the technical solution of the utility model is to provide a kind of full-sleeve long auger to fill
Note stake brush wall device it is characterised in that: include brush wall bucket, brush wall bucket periphery is uniformly provided with expansion link, expansion link outer end is provided with scrapes mud
Knife；It is provided with receipts mud and counterweight bucket, brush wall bucket is passed through connector and is connected with receipts mud and counterweight bucket below brush wall bucket；Link is located at brush wall
Above bucket, link is connected with brush wall bucket also by connector.
Preferably, described connector is chain cable.
Preferably, described receive mud and counterweight bucket with diameter greater than described brush wall bucket.
Preferably, it is provided with the spring for adjustable telescopic rod length inside described expansion link.
Preferably, described spring in the raw when, brush wall bucket comprise its periphery expansion link overall diameter be more than set
Bore.
Preferably, described trowel, expansion link, receipts mud and counterweight bucket, chain cable, the link scraped is steel structure member.
Preferably, described trowel of scraping is provided with 6.
During use, treat that steel thimble sinks down into a bottom absolute altitude, auger stem lifting is fetched earth after finishing；Extension is hung using crawler crane
Ring, brush wall device is vertically hung in steel thimble, vertical drop；By scraping trowel, the adhesion soil part that steel bushing inside pipe wall remains is scraped
Fall, the adhesion soil being scraped drops in receipts mud and counterweight bucket；Lifting brush wall device, brush wall device is ratated 90 degrees, vertical again under
Fall；By scraping trowel, the adhesion soil that steel bushing inside pipe wall remains all is scraped；Lift brush wall device again, brush wall soil clearly terminates.
The full-sleeve long screw auger drilling deposited pile brush wall device that this utility model provides, by easy, effective structure, solves
The problem of full-sleeve long screw auger drilling deposited pile construction technology middle sleeve inwall adhesion soil, has been effectively ensured construction quality.
Compared to existing technology, the device that this utility model provides has the advantages that
1st, simple structure: by the scalable cooperation scraping trowel, receipts mud and counterweight bucket, you can by gluing that internal surface of sleeve pipe remains
Attached soil is fully erased；
2nd, simple operation: whole only 2～3 minutes process time；
3rd, with low cost: steel structure member, can voluntarily process；
4th, using stable: through repeatedly testing, using effect is good.
Brief description
The full-sleeve long screw auger drilling deposited pile brush wall device front view that Fig. 1 provides for the present embodiment；
The full-sleeve long screw auger drilling deposited pile brush wall device top view that Fig. 2 provides for the present embodiment.
Specific embodiment
With reference to specific embodiment, this utility model is expanded on further.It should be understood that these embodiments are merely to illustrate this
Utility model rather than restriction scope of the present utility model.In addition, it is to be understood that in the content having read this utility model instruction
Afterwards, those skilled in the art can make various changes or modifications to this utility model, and these equivalent form of values equally fall within this Shen
Please appended claims limited range.
Fig. 1 and Fig. 2 is respectively full-sleeve long screw auger drilling deposited pile brush wall device front view and the vertical view that the present embodiment provides
Figure, described full-sleeve long screw auger drilling deposited pile brush wall device is by scraping trowel 1, expansion link 2, receive mud and counterweight bucket 3, chain cable 4, hang
Ring 5 grade forms.It has been evenly arranged expansion link 2 in brush wall bucket periphery, expansion link 2 outer end is fixed with scrapes trowel 1.Cloth below brush wall bucket
It is equipped with receipts mud and counterweight bucket 3, brush wall bucket is passed through chain cable 4 and is connected with receipts mud and counterweight bucket 3.Link 5 is arranged in above brush wall bucket,
It is connected with brush wall bucket by chain cable 4.
Receive mud and counterweight bucket 3 with diameter greater than brush wall bucket, be easy to receive and scrape the mud that trowel 1 scrapes.
It is provided with the spring 6 for adjustable telescopic rod length inside expansion link 2.Spring 6 in the raw when, brush wall bucket bag
Expansion link 2 containing its periphery is more than casing inner diameter with the overall diameter scraping trowel 1.When brush wall bucket and expansion link 2 stretch in sleeve pipe
During portion, spring 6 shrinks automatically, makes to scrape trowel 1 and withstands internal surface of sleeve pipe.
Scrape trowel 1, expansion link 2, receipts mud and counterweight bucket 3, chain cable 4, link 5 and be steel structure member.
The specifically used method of the full-sleeve long screw auger drilling deposited pile brush wall device that the present embodiment provides is as follows:
1st, treat that sleeve pipe sinks down into a bottom absolute altitude, auger stem lifting is fetched earth after finishing；Link 5 is hung using crawler crane, will
Brush wall device vertically hangs in sleeve pipe, and spring 6 shrinks automatically, makes to scrape trowel 1 and withstands internal surface of sleeve pipe.
2nd, vertical drop；By scraping trowel 1, the adhesion soil part that internal surface of sleeve pipe remains is scraped, the adhesion soil being scraped falls
Fall in receipts mud and counterweight bucket 3；
3rd, lift brush wall device；
4th, brush wall device is ratated 90 degrees, vertical drop again；By scraping the adhesion soil that internal surface of sleeve pipe remains by trowel 1 all
Scrape；
5th, lift brush wall device again, brush wall soil clearly terminates.
Claims (7)
1. a kind of full-sleeve long screw auger drilling deposited pile brush wall device it is characterised in that: include brush wall bucket, brush wall bucket periphery uniformly sets
There is expansion link (2), expansion link (2) outer end is provided with scrapes trowel (1)；It is provided with receipts mud and counterweight bucket (3), brush wall bucket leads to below brush wall bucket
Cross connector to be connected with receipts mud and counterweight bucket (3)；, above brush wall bucket, link (5) is also by connector and brush wall for link (5)
Bucket connects.
2. as claimed in claim 1 a kind of full-sleeve long screw auger drilling deposited pile brush wall device it is characterised in that: described connector
For chain cable (4).
3. as claimed in claim 1 a kind of full-sleeve long screw auger drilling deposited pile brush wall device it is characterised in that: described receipts mud and
Counterweight bucket (3) with diameter greater than described brush wall bucket.
4. as claimed in claim 1 a kind of full-sleeve long screw auger drilling deposited pile brush wall device it is characterised in that: described expansion link
(2) the internal spring (6) being provided with for adjustable telescopic rod (2) length.
5. as claimed in claim 4 a kind of full-sleeve long screw auger drilling deposited pile brush wall device it is characterised in that: described spring
(6) when in the raw, expansion link (2) that brush wall bucket comprises its periphery and scrape the overall diameter of trowel (1) and be more than in sleeve pipe
Footpath.
6. a kind of full-sleeve long screw auger drilling deposited pile brush wall device as described in any one of Claims 1 to 5 it is characterised in that:
Described trowel (1), expansion link (2), receipts mud and counterweight bucket (3), chain cable (4), the link (5) scraped is steel structure member.
7. as claimed in claim 1 a kind of full-sleeve long screw auger drilling deposited pile brush wall device it is characterised in that: described scrape trowel
(1) it is provided with 6.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620629932.7U CN205894077U (en) | 2016-06-23 | 2016-06-23 | A complete set of pipe long spiral drilling filling pile brush wall ware |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620629932.7U CN205894077U (en) | 2016-06-23 | 2016-06-23 | A complete set of pipe long spiral drilling filling pile brush wall ware |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205894077U true CN205894077U (en) | 2017-01-18 |
Family
ID=57768847
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620629932.7U Active CN205894077U (en) | 2016-06-23 | 2016-06-23 | A complete set of pipe long spiral drilling filling pile brush wall ware |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205894077U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106988313A (en) * | 2017-05-18 | 2017-07-28 | 上海金泰工程机械有限公司 | Stake holes wall mud-scraping apparatus |
| CN112610186A (en) * | 2020-12-03 | 2021-04-06 | 深圳市工勘岩土集团有限公司 | Method for cleaning hole wall of section for resisting pile pulling in rock |
-
2016
- 2016-06-23 CN CN201620629932.7U patent/CN205894077U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106988313A (en) * | 2017-05-18 | 2017-07-28 | 上海金泰工程机械有限公司 | Stake holes wall mud-scraping apparatus |
| CN112610186A (en) * | 2020-12-03 | 2021-04-06 | 深圳市工勘岩土集团有限公司 | Method for cleaning hole wall of section for resisting pile pulling in rock |
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|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |