CN102383429A - Device for sinking pile while digging soil in center of large-diameter pipe pile and use method thereof - Google Patents
Device for sinking pile while digging soil in center of large-diameter pipe pile and use method thereof Download PDFInfo
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- CN102383429A CN102383429A CN201110020056XA CN201110020056A CN102383429A CN 102383429 A CN102383429 A CN 102383429A CN 201110020056X A CN201110020056X A CN 201110020056XA CN 201110020056 A CN201110020056 A CN 201110020056A CN 102383429 A CN102383429 A CN 102383429A
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- pile
- digging
- stake
- pipe pile
- pile tube
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Abstract
The invention discloses a device for sinking a pile while digging soil in the center of a large-diameter pipe pile. The device comprises a spiral drill rod, a pipe pile, a soil storage box and a power head, wherein the pipe pile is a cylinder with a round through hole in the center; the two sides of the top end on the lower part of the pipe pile are shaped like sharp knives; the spiral drill rod is inserted into the pipe pile; the upper end of the spiral drill rod is connected with the power head and the lower end of the spiral drill rod is connected with a bit capable of expanding wings through reverse rotation; the soil storage box is arranged at the upper end of the pipe pile; a central bearing is sleeved at the joint of the pipe pile and the soil storage box and is fixed together with a vertical column of external power equipment to play a role of stabilizing the pipe pile; a lower bearing is arranged on a certain part of the lower part of the pipe pile and is fixed together with the vertical column of the external power equipment to play a role of stabilizing the pipe pile; and the power head is connected with a steel wire rope on a rotating wheel of the external power equipment. The invention also provides a use method of the device. The device has the advantages of stability, safety, low cost, high benefit, no pollution, no noise, no squeezing, environment friendliness and the like.
Description
Technical field
The present invention is a kind of pile sinking device and method for using thereof, relates in particular to middle digging pile sinking device of a kind of heavy caliber pile tube and method for using thereof.Be used for the realm of building construction.
Technical background
At present, market upper big mouth footpath pile tube is fewer, and the urban district does not have at all, and general the employing earlier with a bench drill machine digging removed then, uses another stake machine pile sinking again, according to the geological condition top of some places be basically mucky soil one-tenth not hole or spoil the hole.Easy in addition off normal, verticality also is difficult to control, and both time-consuming also takes manual work, even can also influence safety.Adopt large-scale hammering stake machine piling simultaneously, this mechanical execution noise is big, and dense smoke is arranged, and vibration is big, and it is severe to squeeze soil, and is big especially to the surrounding enviroment influence.Another kind method adopts bored pile, and this method cost is high, efficient is low, the difficult again control of quality, and maximum shortcoming is that pollution is arranged, and noise is arranged, and particularly mud flows everywhere, stops up sewer, pours the river into, influences environment.
Summary of the invention
In order to overcome the prior art deficiency, the invention provides a kind of firmly, safety cost is low, high efficiency, noiselessness does not have the soil of squeezing, digging pile sinking device and method for using thereof in the middle of a kind of heavy caliber pile tube of environmental protection.
In order to solve the problems of the technologies described above, the technical scheme that the present invention takes is: digging pile sinking device in the middle of a kind of heavy caliber pile tube comprises the spirality drilling rod; Pile tube is deposited native case, unit head; Described pile tube is the cylinder of middle manhole, and described pile tube lower tip both sides are made as the sharp knife shape, and described spirality drilling rod inserts described pile tube; Described auger masthead is provided with a hole and passes straight through to drill bit, and described spirality drilling rod upper end connects described unit head, and the lower end connects a counter-rotating can expand wing drill bit; Described pile tube upper end is provided with the described native case of depositing, and an intermediate support is inserted in described pile tube and the described native case junction of depositing, and the column of described intermediate support and exterior power equipment is fixed; Play firm pile tube effect; A certain position, described pile tube bottom is provided with bottom supporting, and described lower support is fixed with the column of the power-equipment in the external world, plays firm pile tube effect.
Described unit head is connected with wire rope on the exterior power equipment moving runner.
Another object of the present invention has provided the method for using of the middle digging pile sinking of a kind of heavy caliber pile tube device, and it uses step to be:
1, pile-forming machine perching is to move on to the pile sinking position to pile sinking machinery;
2, stake position repetition measurement is on two different control points, repetition measurement stake position to make it correct with two transits;
3, inserting down, first segment stake lower end is a sharp knife shape;
4, proofreading and correct stake machine guide rod with two transits at different directions makes it vertical;
5, insert the spirality drilling rod that is connected with unit head in the stake hole;
6, digging limit, first segment stake limit pile sinking takes out then and deposits the soil in the native case or pile up the other or entrucking outward transport in building site until ground;
7, hello the second joint stake is put to the first segment stake and is connected auger stem;
8, be again to proofread and correct second joint with two transits to overlap with vertical with first segment;
9, use the carbon dioxide gas welding, the joint of weldering second joint and first segment stake;
10, passed examination, weld full tight, the compliant requirement; Digging limit, limit pile sinking is sink to ground, if the 3rd joint, the 4th joint are arranged according to above with the quadrat method pile extension; Connect digging limit, auger stem limit pile sinking and be sink to ground, continue digging limit, limit pile sinking and be sink to the regulation absolute altitude; Expand the wing through the hole water filling counter-rotating drill bit on the auger masthead then, make the injection cement paste (can add large bearing capacity) to the 5D place;
11, drill bit is withdrawed from water filling, and pile construction finishes, and moves to the second pile position to the stake machine and continues construction.
The present invention has following beneficial effect in sum:
1, firm, safety cost is low, high efficiency;
2, noiselessness does not have the soil of squeezing;
3, house and the road traffic to periphery do not exert an influence environmental protection.
Description of drawings
Fig. 1 is the structural representation of digging pile sinking device in the middle of a kind of heavy caliber pile tube of the present invention;
Fig. 2 is the use flow chart of digging pile sinking device in the middle of a kind of heavy caliber pile tube of the present invention.
Wherein: 1-spirality drilling rod; The 2-pile tube; 3-deposits native case; The 4-unit head; The 5-intermediate support; The 6-lower support; Wing drill bit is expanded in the 7-counter-rotating.
The specific embodiment
Digging pile sinking device comprises spirality drilling rod 1, pile tube 2 in the middle of a kind of heavy caliber pile tube as shown in Figure 1; Deposit native case 3, unit head 4, described pile tube 2 is the cylinder of middle manhole; Described pile tube 2 lower tip both sides are made as the sharp knife shape, and described spirality drilling rod 1 inserts described pile tube 2, and described auger stem 1 top is provided with a hole and passes straight through to drill bit; Described spirality drilling rod 1 upper end connects described unit head 4, and the lower end connects a counter-rotating and expands wing drill bit 7, and described pile tube 2 upper ends are provided with the described native case 3 of depositing; Described pile tube 2 is inserted in an intermediate support 5 with described native case 3 junctions of depositing; Described intermediate support 5 is fixed with the column of exterior power equipment, plays firm pile tube effect, and a certain position, described pile tube 2 bottoms is provided with bottom supporting 6; Described lower support 6 is fixed with the column of the power-equipment in the external world, plays firm pile tube effect.
Described unit head 4 is connected with wire rope on the exterior power equipment moving runner.
The method for using of digging pile sinking device in the middle of a kind of heavy caliber pile tube as shown in Figure 2, it uses step to be:
1, pile-forming machine perching is to move on to the pile sinking position to pile sinking machinery;
2, stake position repetition measurement is on two different control points, repetition measurement stake position to make it correct with two transits;
3, inserting down, first segment stake lower end is a sharp knife shape;
4, proofreading and correct stake machine guide rod with two transits at different directions makes it vertical;
5, insert the spirality drilling rod that is connected with unit head in the stake hole;
6, digging limit, first segment stake limit pile sinking takes out then and deposits the soil in the native case or pile up the other or entrucking outward transport in building site until ground;
7, hello the second joint stake is put to the first segment stake and is connected auger stem;
8, be again to proofread and correct second joint with two transits to overlap with vertical with first segment;
9, use the carbon dioxide gas welding, the joint of weldering second joint and first segment stake;
10, passed examination, weld full tight, the compliant requirement; Digging limit, limit pile sinking is sink to ground, if the 3rd joint, the 4th joint are arranged according to above with the quadrat method pile extension; Connect digging limit, auger stem limit pile sinking and be sink to ground, continue digging limit, limit pile sinking and be sink to the regulation absolute altitude; Expand the wing through the hole water filling counter-rotating drill bit on the auger masthead then, make the injection cement paste (can add large bearing capacity) to the 5D place;
11, drill bit is withdrawed from water filling, and pile construction finishes, and moves to the second pile position to the stake machine and continues construction.
What should explain at last is: above embodiment only in order to the explanation the present invention and and unrestricted technical scheme described in the invention; Therefore, although this manual has carried out detailed explanation to the present invention with reference to each above-mentioned embodiment,, those of ordinary skill in the art should be appreciated that still and can make amendment or be equal to replacement the present invention; And all do not break away from the technical scheme and the improvement thereof of the spirit and scope of the present invention, and it all should be encompassed in the claim scope of the present invention.
Claims (5)
1. the middle digging pile sinking of a heavy caliber pile tube device comprises the spirality drilling rod, pile tube; Deposit native case, unit head is characterized in that: described pile tube is the cylinder of middle manhole; Described pile tube lower tip both sides are made as the sharp knife shape; Described spirality drilling rod inserts described pile tube, and described auger masthead is provided with a hole and passes straight through to drill bit, and described spirality drilling rod upper end connects described unit head; The lower end connects a counter-rotating can expand wing drill bit, and described pile tube upper end is provided with the described native case of depositing.
2. digging pile sinking device in the middle of a kind of heavy caliber pile tube as claimed in claim 1, it is characterized in that: an intermediate support is inserted in described pile tube and the described native case junction of depositing.
3. digging pile sinking device in the middle of a kind of heavy caliber pile tube as claimed in claim 1 is characterized in that: a certain position, described pile tube bottom is provided with bottom supporting.
4. digging pile sinking device in the middle of a kind of heavy caliber pile tube as claimed in claim 1 is characterized in that: described unit head is connected with wire rope on the exterior power equipment moving runner.
5. the method for using of digging pile sinking device in the middle of the heavy caliber pile tube is characterized in that: use step to be:
1, pile-forming machine perching is to move on to the pile sinking position to pile sinking machinery;
2, stake position repetition measurement is on two different control points, repetition measurement stake position to make it correct with two transits;
3, inserting down, first segment stake lower end is a sharp knife shape;
4, proofreading and correct stake machine guide rod with two transits at different directions makes it vertical;
5, insert the spirality drilling rod that is connected with unit head in the stake hole;
6, digging limit, first segment stake limit pile sinking takes out then and deposits the soil in the native case or pile up the other or entrucking outward transport in building site until ground;
7, hello the second joint stake is put to the first segment stake and is connected auger stem;
8, be again to proofread and correct second joint with two transits to overlap with vertical with first segment;
9, use the carbon dioxide gas welding, the joint of weldering second joint and first segment stake;
10, passed examination, weld full tight, the compliant requirement; Digging limit, limit pile sinking is sink to ground, if the 3rd joint, the 4th joint are arranged according to above with the quadrat method pile extension; Connect digging limit, auger stem limit pile sinking and be sink to ground, continue digging limit, limit pile sinking and be sink to the regulation absolute altitude; Expand the wing through the hole water filling counter-rotating drill bit on the auger masthead then, make and inject cement paste to the 5D place;
11, drill bit is withdrawed from water filling, and pile construction finishes, and moves to the second pile position to the stake machine and continues construction.
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 true CN102383429A (en) | 2012-03-21 |
| CN102383429B CN102383429B (en) | 2016-08-10 |
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| 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 |
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| CN (1) | CN102383429B (en) |
Cited By (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 |
| CN107780408A (en) * | 2017-09-19 | 2018-03-09 | 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 |
Cited By (3)
| 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 |
| CN107780408A (en) * | 2017-09-19 | 2018-03-09 | 温州天泽建设有限公司 | Concrete tubular pile device and its construction 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 |
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| Publication number | Publication date |
|---|---|
| CN102383429B (en) | 2016-08-10 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C53 | Correction of patent of 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. |
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| COR | Change of bibliographic data |
Free format text: CORRECT: APPLICANT; FROM: SHANGHAI CHENGDI CONSTRUCTION DEVELOPMENT CO., LTD. TO: SHANGHAI CHENGDI CONSTRUCTION CO., LTD. |
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| 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 |
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. |
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| CP01 | Change in the name or title of a patent holder |