CN102383429B - Digging pile-sinking device in the middle of a kind of heavy caliber pile tube - Google Patents
Digging pile-sinking device in the middle of a kind of heavy caliber pile tube Download PDFInfo
- Publication number
- CN102383429B CN102383429B CN201110020056.XA CN201110020056A CN102383429B CN 102383429 B CN102383429 B CN 102383429B CN 201110020056 A CN201110020056 A CN 201110020056A CN 102383429 B CN102383429 B CN 102383429B
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- China
- Prior art keywords
- pile tube
- pile
- unit head
- auger stem
- soil case
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- 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.)
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- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses digging pile-sinking device in the middle of a kind of heavy caliber pile tube, including auger stem, pile tube, deposit soil case and unit head, described pile tube is the cylinder of middle manhole, pile tube lower tip both sides are set to sharp knife shape, pile tube described in auger stem insertion, unit head described in the connection of auger stem upper end, lower end connects a reversion and expands wing drill bit, pile tube upper end is provided with described deposits soil case, pile tube is inserted in an intermediate support with depositing soil case junction, the column of intermediate support and exterior power equipment is fixed, play firm pile tube effect, a certain position, pile tube bottom is provided with a lower support, the column of described lower support and extraneous power-equipment is fixed, play firm pile tube effect.The steel wire rope that described unit head rotates on wheel with exterior power equipment is connected.The present invention have firm, safety, low cost, high benefit, pollution-free, noiselessness, without the advantage such as soil compaction, environmental protection.
Description
Technical field
The present invention is a kind of pile-sinking device, particularly relates to digging pile-sinking device in the middle of a kind of heavy caliber pile tube.
For the realm of building construction.
Technical background
At present, upper big mouth footpath, market pile tube is fewer, and urban district does not has at all, and general employing first uses a bench drill
Machine digging, then removes, then with another stake machine pile sinking, according to the geological condition top base of some places
Originally it is that muck soil does not becomes hole or spoils hole.Additionally easy off normal, perpendicularity also is difficult to control, both took
Time is also taken manually, even can have an effect on safety.Use large-scale Driven Piles machine to drive piles, this machinery simultaneously
Construction noise is big, has dense smoke, and vibration is big, and soil compaction is severe, the biggest on surrounding enviroment impact.Another kind of
Method uses cast-in-situ bored pile, and this method cost is high, efficiency is low, quality is difficult again controls, and maximum lacks
Point is to have pollution, has noise, and particularly mud flows everywhere, blocks sewer, pours river into, affect ring
Border.
Summary of the invention
In order to overcome prior art not enough, the invention provides a kind of firm, safety cost is low, benefit
Height, noiselessness, without soil compaction, digging pile-sinking device in the middle of a kind of heavy caliber pile tube of environmental protection.
In order to solve above-mentioned technical problem, the present invention adopts the technical scheme that: in a kind of heavy caliber pile tube
Between digging pile-sinking device, including auger stem, pile tube, deposit soil case and unit head, its feature exists
In, described pile tube is the cylinder of middle manhole, and described pile tube lower tip both sides set
For sharp knife shape, the described pile tube described in auger stem insertion, described auger masthead sets
Having a hole to pass straight through to drill bit, the described unit head described in the connection of auger stem upper end, lower end connects
Wing drill bit is expanded in one reversion, and described pile tube upper end is provided with described deposits soil case, described pile tube and institute
An intermediate support is inserted in the soil case junction of depositing stated, and described a certain position, pile tube bottom is provided with
Portion supports, and the steel wire rope that described unit head rotates on wheel with exterior power equipment is connected.
The method have the advantages that in sum
1, firm, safety cost is low, high efficiency,；
2, noiselessness, without soil compaction；
3, house and road traffic on periphery do not produce impact, environmental protection.
Accompanying drawing explanation
Fig. 1 is the structural representation of digging pile-sinking device in the middle of the present invention a kind of heavy caliber pile tube；
Wherein: 1-auger stem；2-pile tube；3-deposits soil case；4-unit head；5-intermediate support；6-props up bottom
Hold；Wing drill bit is expanded in 7-reversion.
Detailed description of the invention
Digging pile-sinking device in the middle of a kind of heavy caliber pile tube as shown in Figure 1, including auger stem 1, pile tube
2, depositing soil case 3 and unit head 4, described pile tube 2 is the cylinder of middle manhole, described pipe
Stake 2 lower tip both sides are set to sharp knife shape, and described auger stem 1 inserts described pile tube 2, institute
Auger stem 1 top stated is provided with a hole and passes straight through to drill bit, and described auger stem 1 upper end connects described
Unit head 4, lower end connect one reversion expand wing drill bit 7, described pile tube 2 upper end is provided with described depositing
Soil case 3, described pile tube 2 is inserted in an intermediate support 5 with described soil case 3 junction of depositing, described
The column of intermediate support 5 and exterior power equipment is fixed, and plays firm pile tube effect, described pile tube 2
A certain position, bottom is provided with a lower support 6, and described lower support 6 is vertical with extraneous power-equipment
Post is fixed, and plays firm pile tube effect.
The steel wire rope that described unit head 4 rotates on wheel with exterior power equipment is connected.
Last it is noted that above example only in order to the present invention is described and and the unrestricted present invention retouched
The technical scheme stated；Therefore, although the present invention is carried out by this specification with reference to each above-mentioned embodiment
Detailed description, but, it will be understood by those within the art that, still can be to the present invention
Modify or equivalent；And all without departing from the technical scheme of the spirit and scope of the present invention and change
Entering, it all should be contained in scope of the presently claimed invention.
Claims (1)
1. a digging pile-sinking device in the middle of heavy caliber pile tube, including auger stem, pile tube,
Deposit soil case and unit head, it is characterised in that described pile tube is the cylinder of middle manhole,
Described pile tube lower tip both sides are set to sharp knife shape, the described pipe described in auger stem insertion
Stake, described auger masthead is provided with a hole and passes straight through to drill bit, and described auger stem upper end is even
Connecing described unit head, lower end connects a reversion and expands wing drill bit, and described pile tube upper end is provided with described
Deposit soil case, described pile tube is inserted in an intermediate support with described soil case junction of depositing, described
A certain position, pile tube bottom is provided with a lower support, and described unit head rotates with exterior power equipment
Steel wire rope on wheel connects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110020056.XA CN102383429B (en) | 2011-01-18 | 2011-01-18 | Digging pile-sinking device in the middle of a kind of heavy caliber pile tube |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110020056.XA CN102383429B (en) | 2011-01-18 | 2011-01-18 | Digging pile-sinking device in the middle of a kind of heavy caliber pile tube |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102383429A CN102383429A (en) | 2012-03-21 |
| CN102383429B true CN102383429B (en) | 2016-08-10 |
Family
ID=45823230
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201110020056.XA Active CN102383429B (en) | 2011-01-18 | 2011-01-18 | Digging pile-sinking device in the middle of a kind of heavy caliber pile tube |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102383429B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107190745A (en) * | 2017-06-29 | 2017-09-22 | 盐城市中标工程装备制造有限公司 | A kind of novel tubular pile pile sinking method |
| CN107780408B (en) * | 2017-09-19 | 2019-08-20 | 温州天泽建设有限公司 | Concrete tubular pile device and its construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2172311Y (en) * | 1993-10-12 | 1994-07-20 | 孔清华 | Earther taking apparatus for planting pile |
| US6042304A (en) * | 1997-06-16 | 2000-03-28 | Foundation Constructors, Inc. | Pile driving system and method |
| CN1685113A (en) * | 2002-09-30 | 2005-10-19 | 三谷石产株式会社 | Internal excavation method through pile, and foundation pile structure |
| CN1776113A (en) * | 2005-11-28 | 2006-05-24 | 王国奋 | Bottom-expanding equipment for pipeline sinking precast reinforced concrete pile |
| CN201660892U (en) * | 2010-01-11 | 2010-12-01 | 周久仁 | Static-pressure pile planting hole leading machine |
| CN101974905A (en) * | 2010-10-22 | 2011-02-16 | 上海中技桩业股份有限公司 | Pile-embedding method for hollow pile and auger drill for implementing same |
-
2011
- 2011-01-18 CN CN201110020056.XA patent/CN102383429B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2172311Y (en) * | 1993-10-12 | 1994-07-20 | 孔清华 | Earther taking apparatus for planting pile |
| US6042304A (en) * | 1997-06-16 | 2000-03-28 | Foundation Constructors, Inc. | Pile driving system and method |
| CN1685113A (en) * | 2002-09-30 | 2005-10-19 | 三谷石产株式会社 | Internal excavation method through pile, and foundation pile structure |
| CN1776113A (en) * | 2005-11-28 | 2006-05-24 | 王国奋 | Bottom-expanding equipment for pipeline sinking precast reinforced concrete pile |
| CN201660892U (en) * | 2010-01-11 | 2010-12-01 | 周久仁 | Static-pressure pile planting hole leading machine |
| CN101974905A (en) * | 2010-10-22 | 2011-02-16 | 上海中技桩业股份有限公司 | Pile-embedding method for hollow pile and auger drill for implementing same |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102383429A (en) | 2012-03-21 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C53 | Correction of patent for invention or patent application | ||
| CB02 | Change of applicant information |
Address after: 200000, B, Lane 518, Lane 1, Heng Yong Road, Shanghai, Jiading District 502-1 Applicant after: Shanghai Chengdi Construction Co., Ltd. Address before: 200000 room 1, building 188, 126 Nanan Road, Anting Town, Shanghai, Jiading District Applicant before: Shanghai Chengdi Construction Development Co., Ltd. |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: APPLICANT; FROM: SHANGHAI CHENGDI CONSTRUCTION DEVELOPMENT CO., LTD. TO: SHANGHAI CHENGDI CONSTRUCTION CO., LTD. |
|
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 200000, B, Lane 518, Lane 1, Heng Yong Road, Shanghai, Jiading District 502-1 Patentee after: Shanghai chengdixiangjiang Data Technology Co., Ltd Address before: 200000, B, Lane 518, Lane 1, Heng Yong Road, Shanghai, Jiading District 502-1 Patentee before: SHANGHAI CHENGDI CONSTRUCTION Co.,Ltd. |