CN108035353A - A kind of prestressed concrete pipe pile stake core hole cleaning device - Google Patents
A kind of prestressed concrete pipe pile stake core hole cleaning device Download PDFInfo
- Publication number
- CN108035353A CN108035353A CN201810054129.9A CN201810054129A CN108035353A CN 108035353 A CN108035353 A CN 108035353A CN 201810054129 A CN201810054129 A CN 201810054129A CN 108035353 A CN108035353 A CN 108035353A
- Authority
- CN
- China
- Prior art keywords
- cleaning device
- main shaft
- core hole
- hole cleaning
- prestressed concrete
- 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.)
- Pending
Links
- 238000004140 cleaning Methods 0.000 title claims abstract description 18
- 239000011513 prestressed concrete Substances 0.000 title claims abstract description 14
- 230000005540 biological transmission Effects 0.000 claims abstract description 21
- 239000004567 concrete Substances 0.000 claims 1
- 239000002689 soil Substances 0.000 abstract description 18
- 238000010276 construction Methods 0.000 abstract description 7
- 229910000831 Steel Inorganic materials 0.000 abstract 1
- 239000010959 steel Substances 0.000 abstract 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000002266 amputation Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 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
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Present invention relates particularly to a kind of prestressed concrete pipe pile stake core hole cleaning device, mainly solve existing PHC pipe piles in-core and pour into the technical problems such as substantial amounts of soil is not easy to dig out, labor intensity is big, work efficiency is low, construction quality is poor, pollution environment, tube wall soil are not easily cleaned.The present invention includes turning handle, transmission rod, main shaft, casing, and two sector peace shaped steel wire brush, have the advantages that easy to operate, simple in structure, easily to make.
Description
Technical field
The invention belongs to construction engineering technical field, and in particular to a kind of prestressed concrete pipe pile stake core hole cleaning device.
Background technology
PHC pile piles due to bearing capacity of single pile it is high, easy for construction the advantages that, the application in engineering is more and more extensive.PHC is managed
Stake can pour into substantial amounts of soil during piling construction with stake core inner in rest period and digging process, after pile crown amputation,
The debris such as the soil in stake holes, mud need to be cleaned out, since stake holes aperture is smaller (aperture 20cm), draw and dig depth 3m, iron
Shovel hardly enters the deeper internal debris of stake holes cleaning, and Luoyang Spade easily makes debris sink, is not easy to dig out, using high pressure when clearing up mud
Water rinses and is also easy to produce mud, causes the shortcomings of labor intensity is big, work efficiency is low, construction quality is poor, pollution environment, or even sometimes
Also leave hidden danger of quality.
The content of the invention
Present invention aim to address existing PHC pipe piles in-core pour into substantial amounts of soil is not easy to dig out, labor intensity is big,
A kind of technical problems such as work efficiency is low, construction quality is poor, pollution environment, tube wall soil are not easily cleaned, there is provided prestressed concrete
Native pipe pile core hole cleaning device.
In order to solve the above technical problems, the technical solution adopted by the present invention is：
A kind of prestressed concrete pipe pile stake core hole cleaning device, including turning handle, transmission rod, main shaft, casing and two sectors
Blade, is equipped with sawtooth at the fan-shaped edge of described two sectors, and the turning handle is located at the top of transmission rod, under transmission rod
End is connected with the upper end of main shaft, and the lower end of main shaft and the upper end of casing connect, and what two sectors docked is located under casing
End, and two sectors is mutually staggered, sawtooth, and two sector mistakes are equipped with the fan-shaped edge of two sectors
Certain angle is opened, is conducive to the present apparatus and screws in soil layer, and the lifting of soil.
Further, the prestressed concrete pipe pile stake core hole cleaning device further includes flat pattern wire brush, and flat pattern wire brush is set
On the top of main shaft, for clearing up pile pile inner wall.
Further, the angle that described two sectors mutually stagger is 30 °, using 30 ° of angle, is conducive to screw in
Soil layer.
Further, length scale is equipped with the transmission rod, to observe the depth that the present apparatus gos deep into soil layer.
Further, between the turning handle and transmission rod, between transmission rod and main shaft, between flat pattern wire brush and main shaft,
Using being threadedly coupled between main shaft and casing, the length of the present apparatus, and disassembly and assembly are conveniently adjusted.
The dimension data that above-mentioned pile for prestressed pipe hole cleaning device part uses can be repaiied according to actual demands of engineering
Change, make.
The present invention uses above-mentioned simple scheme, draws and digs depth when be 3m, takes the special narrow spade that struggles against first by below pile crown
Soil clears out in 500mm depth boundses, and turning handle, transmission rod, flat pattern wire brush, main shaft then are assembled into 1.5m devices native clearly stretches
Enter stake holes internal pressure underground layer, rotate clockwise rotation turning handle, instrument, into underground layer about 100mm, transmission rod is erected with number of revolutions
Straight rise to exposes pile crown, clears up on blade and carries out lower step soil digging after soil, when under soil digging to stake holes at 1.2m, spreading transmission rod
To 2.2m long, with being continuously increased for clear native depth, every time during clear soil, flat pattern wire brush clears up pile pile inner wall, weight
Multiple above flow, until soil is cleared up to designed elevation in stake holes, it is very convenient quick.Solves existing PHC pipe piles in-core
Pour into that substantial amounts of soil is not easy to dig out, labor intensity is big, work efficiency is low, construction quality is poor, pollution environment, tube wall soil are not easy
The technical problems such as cleaning.Therefore, compared with background technology, the present invention have it is easy to operate, simple in structure, easily make etc. it is excellent
Point.
Brief description of the drawings
Fig. 1 is the structure diagram of the present invention.
Embodiment
Patent of the present invention is further described below in conjunction with shown in attached drawing.
A kind of prestressed concrete pipe pile stake core hole cleaning device, including turning handle 1, transmission rod 2, main shaft 3, casing 5 and two
Sector 6, is equipped with length scale on the transmission rod, and sawtooth is equipped with the fan-shaped edge of described two sectors 6,
The turning handle 1 is located at the top of transmission rod 2, and the lower end of transmission rod 2 is connected with the upper end of main shaft 3, lower end and the casing 5 of main shaft 3
Upper end connection, what two sectors 6 docked is located at the lower end of casing 5, and two sectors 6 is mutually staggered 30 °
Angle；The prestressed concrete pipe pile stake core hole cleaning device further includes flat pattern wire brush 4, and flat pattern wire brush 4 is located at main shaft 3
Top.Between the turning handle 1 and transmission rod 2, between transmission rod 2 and main shaft 3, between flat pattern wire brush 4 and main shaft 3, main shaft 3
Use and be threadedly coupled between casing 5.
Claims (5)
- A kind of 1. prestressed concrete pipe pile stake core hole cleaning device, it is characterised in that：Including turning handle (1), transmission rod (2), main shaft (3), casing (5) and two sectors (6), sawtooth, the turning handle are equipped with the fan-shaped edge of described two sectors (6) (1) top of transmission rod (2) is located at, the lower end of transmission rod (2) is connected with the upper end of main shaft (3), the lower end of main shaft (3) and casing (5) upper end connection, what two sectors (6) were docked is located at the lower end of casing (5), and makes two sectors (6) mutual Stagger.
- A kind of 2. prestressed concrete pipe pile stake core hole cleaning device according to claim 1, it is characterised in that：It is described it is pre- should Power concrete tubular pile stake core hole cleaning device further includes flat pattern wire brush (4), and flat pattern wire brush (4) is located at the top of main shaft (3).
- A kind of 3. prestressed concrete pipe pile stake core hole cleaning device according to claim 2, it is characterised in that：It is described two The angle that sector (6) mutually staggers is 30 °.
- A kind of 4. prestressed concrete pipe pile stake core hole cleaning device according to claim 3, it is characterised in that：In the biography Power bar (2) is equipped with length scale.
- 5. according to a kind of prestressed concrete pipe pile stake core hole cleaning device of claim 1-4 any one of them, it is characterised in that： Between the turning handle (1) and transmission rod (2), between transmission rod (2) and main shaft (3), between flat pattern wire brush (4) and main shaft (3), Use and be threadedly coupled between main shaft (3) and casing (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810054129.9A CN108035353A (en) | 2018-01-19 | 2018-01-19 | A kind of prestressed concrete pipe pile stake core hole cleaning device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810054129.9A CN108035353A (en) | 2018-01-19 | 2018-01-19 | A kind of prestressed concrete pipe pile stake core hole cleaning device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108035353A true CN108035353A (en) | 2018-05-15 |
Family
ID=62096925
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810054129.9A Pending CN108035353A (en) | 2018-01-19 | 2018-01-19 | A kind of prestressed concrete pipe pile stake core hole cleaning device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108035353A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114753369A (en) * | 2022-04-29 | 2022-07-15 | 中冶建工集团有限公司 | Cleaning equipment for hollow pipe pile |
| CN116220038A (en) * | 2023-04-07 | 2023-06-06 | 中国十七冶集团有限公司 | Assembled prestressed concrete pipe pile core cleaning device and application method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201952802U (en) * | 2011-03-01 | 2011-08-31 | 中国华冶科工集团有限公司 | Pile hole cleaning tool for concrete tubular pile |
| CN105862864A (en) * | 2015-12-28 | 2016-08-17 | 上海建工七建集团有限公司 | Construction method for clearing soil on pile top of pre-stressed concrete pipe pile |
| CN206681011U (en) * | 2017-03-07 | 2017-11-28 | 中国二十冶集团有限公司 | Pile tube stake holes cleaning device for inner wall |
| CN206706764U (en) * | 2017-04-28 | 2017-12-05 | 中铁建工集团有限公司 | A kind of adjustable pile tube borehole cleaning instrument |
-
2018
- 2018-01-19 CN CN201810054129.9A patent/CN108035353A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201952802U (en) * | 2011-03-01 | 2011-08-31 | 中国华冶科工集团有限公司 | Pile hole cleaning tool for concrete tubular pile |
| CN105862864A (en) * | 2015-12-28 | 2016-08-17 | 上海建工七建集团有限公司 | Construction method for clearing soil on pile top of pre-stressed concrete pipe pile |
| CN206681011U (en) * | 2017-03-07 | 2017-11-28 | 中国二十冶集团有限公司 | Pile tube stake holes cleaning device for inner wall |
| CN206706764U (en) * | 2017-04-28 | 2017-12-05 | 中铁建工集团有限公司 | A kind of adjustable pile tube borehole cleaning instrument |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114753369A (en) * | 2022-04-29 | 2022-07-15 | 中冶建工集团有限公司 | Cleaning equipment for hollow pipe pile |
| CN114753369B (en) * | 2022-04-29 | 2024-03-29 | 中冶建工集团有限公司 | Cleaning equipment for hollow pipe pile |
| CN116220038A (en) * | 2023-04-07 | 2023-06-06 | 中国十七冶集团有限公司 | Assembled prestressed concrete pipe pile core cleaning device and application method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information | ||
| CB02 | Change of applicant information |
Address after: 030006 9-12, C block 32, South Pingyang Road, Xiaodian District, Taiyuan, Shanxi. Applicant after: SHANXI CONSTRUCTION ENGINEERING GROUP Co.,Ltd. Address before: 030006 9-12, C block 32, South Pingyang Road, Xiaodian District, Taiyuan, Shanxi. Applicant before: SHANXI CONSTRUCTION ENGINEERING Co.,Ltd. |
|
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180515 |