WO2010084238A1 - Method and apparatus for down-the-hole drilling - Google Patents
Method and apparatus for down-the-hole drilling Download PDFInfo
- Publication number
- WO2010084238A1 WO2010084238A1 PCT/FI2009/050860 FI2009050860W WO2010084238A1 WO 2010084238 A1 WO2010084238 A1 WO 2010084238A1 FI 2009050860 W FI2009050860 W FI 2009050860W WO 2010084238 A1 WO2010084238 A1 WO 2010084238A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- drilling
- flushing
- flow
- arrangement
- flushing medium
- 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.)
- Ceased
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B10/00—Drill bits
- E21B10/36—Percussion drill bits
- E21B10/38—Percussion drill bits characterised by conduits or nozzles for drilling fluids
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B21/00—Methods or apparatus for flushing boreholes, e.g. by use of exhaust air from motor
- E21B21/12—Methods or apparatus for flushing boreholes, e.g. by use of exhaust air from motor using drilling pipes with plural fluid passages, e.g. closed circulation systems
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B21/00—Methods or apparatus for flushing boreholes, e.g. by use of exhaust air from motor
- E21B21/16—Methods or apparatus for flushing boreholes, e.g. by use of exhaust air from motor using gaseous fluids
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/20—Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes
Definitions
- the invention relates to a method and apparatus for down-the-hole drilling according to the preambles of the independent claims.
- a boring tool which is meant for boring and/or hammer drilling, to be used in connection with a drill rod unit placed inside a mantle pipe.
- the boring tool to be attached at the front end of the drill rod unit has a center drill, being provided with a cutting unit, and an eccentric reaming drill, being placed after the center drill, the reaming drill having also a cutting unit.
- the reaming drill moves with respect to the center drill between a drilling position, in which it is positioned sidewards in front of the mantle pipe, and a return position, in which it is withdrawn in radial direction inside the mantle pipe.
- the center drill is in most cases provided with four cutting parts directed radially and being made of hard metal
- the reamer for its part comprising either one or two radially directed cutting parts made of hard metal
- the cutting parts are replaced by bit parts being arranged in a certain manner.
- the drilling head of the drilling unit of the drilling apparatus existing inside a casing part or in other words a so called casing pipe according to this patent, is formed of a first frame part and an annular second frame part, in the drilling surfaces of which there has been arranged drilling organs, such as drill bits or like, of the first and second drilling means or in other words of the pilot and the reamer.
- the first drilling means that is the first frame part forming the pilot is being released from the second frame part forming the reamer in order to pull the same alone off from a drilled hole after the drilling situation.
- the second organs of the flushing means for removal of drilling waste being generated are arranged to lead drilling waste by means of an assembly belonging to the counterpart surface arrangement, which connects the said drilling means together for a drilling situation unrotatively in respect with each other and in both directions longitudinally, which, in other words, is being carried out as an advantageous embodiment by loosening grooves, belonging to a bayonet coupling, placed longitudinally in the outer periphery of the first frame part.
- pile drilling has rapidly become common in making of both so called micro piles and large-diameter foundation piles.
- An advantage of pile drilling is among other things the fact that drilled piles can be mounted quickly and accurately in a desired position, direction and depth. Straightness of the piles, verification of the bottom and accurate positioning are factors, thanks to which the pile drilling has often taken the place of pile driving particularly in demanding construction sites.
- a drilled pile displaces a corresponding amount of soil to its volume by bringing up the drilled soil entirely. This is why not any horizontal strains will be caused that might brake surrounding structures, which may take place when piles are rammed.
- Pile drilling is also relatively silent and quite shakeless (the operating frequency of the hammer is higher than the natural frequencies of soil and structures) when compared to piles being rammed.
- the possibility offered by a drilled pile to get a casing pipe mounted reliably and without efforts even into a sloping rock surface, are superiority factors when comparing the method to piling by digging.
- pile drilling is the most efficient piling method also by its production capacity and due to the fact that it enables piling with relatively small, easily transportable, and space-saving machines that can be put quickly into working order, also foundation constructors almost without exception take up a positive attitude towards the same.
- Pile drilling uses pressurized air for operating the down-the-hole hammer and as the means for bringing up the loosened material. Careless use of air in flushing has brought about, however, some problems, solving of which is necessary for the standpoint of development regarding pile drilling.
- the second problem is due to "pushing" of air into the soil particularly in case of cohesive soil (such as clay) , whereby air may get drifted around load supporting piles (e.g. rammed wood piles) existing in the neighbourhood, in which case weight carrying capacity of the pile (or piles) may decrease very quickly.
- load supporting piles e.g. rammed wood piles
- the problems caused by the use of flushing air in down-the-hole hammer drilling are usually due to poor professional skill or carelessness of the operating personnel, but in practice also drill bit structures and drilling techniques may effect essentially to arising of the problems.
- drill bits are originally designed usually for rock drilling, whereby the flushing air must first of all be directed as efficiently as possible to the drilled point for removing of the particles quickly in order to avoid multiple crushing, and on the other hand with such a volume (and speed) , that the material gets brought up through the casing. This is why the flushing openings of the drill bits are thus aimed directly at the rock surface. During drilling the flushing air may not get back upwards in rock hole, but along a hole with unbroken walls.
- flushing medium is reguired particularly in pile drilling, but correspondingly also in any other type of down-the-hole drilling, in which liquid, such as water is being used as flushing medium, so that the flushing medium is mainly returned back on the surface of the earth through the casing pipe, though the soil would be relatively loose.
- the drilling action must be performed on the other hand in a space protected as well as possible so that the pressure of the ground does not block input openings of the flushing medium or in other words so that the pressure of the flushing medium to be fed exceeds the pressure of the ground and on the other hand so that the easiest way for flushing medium from the drilled point takes place in a desired manner back to the casing pipe.
- the invention enables extremely simple first drilling means or pilot regarding construction thereof particularly thanks to the fact that the flushing medium is both brought to the drilling surface and removed therefrom together with the drilling waste through a space between the pilot and the reamer, in which case a flushing flow is achieved that circulates very efficiently over the head of the pilot.
- the drilling head with a guide surface arrangement that controls passage of the flushing medium, drifting of the flushing medium to the drilling surface can be secured by simultaneously preventing entering thereof to a return flow channel prior to drifting thereof onto the drilling surface.
- the invention enables further use of pressurized air as the flushing medium by providing the drilling head of the drilling unit when needed with a counterpart surface arrangement, which directs passage of the pressurized air flow so, that it may not get directed to the soil.
- figure 1 is shown a partial longitudinal cross- sectional view from a drilling device construction presenting prior art
- FIGS. 2a and 2b are shown a partial longitudinal cross- sectional view from a drilling head of an advantageous drilling device applying the method according to the invention and a flushing medium flow taking place in connection therewith, and a front view as seen from the side of the drilling device's drilling surface,
- FIG 3 is shown a longitudinal cross-sectional view from an advantageous drilling device belonging to the apparatus applying the method according to the invention.
- figure 4 is shown an alternative or complementing implementation with respect to the one shown in figure 3.
- the invention relates to a method for down-the-hole drilling, the drilling being carried out by an apparatus, having a drilling device 1 that comprises a casing part 2 and at least during a drilling situation an essentially inside thereof existing drilling unit 3, at a drilling head of which there are at least first drilling means 4 for drilling a center hole, second drilling means 5 for reaming the center hole for the casing part 2 and a flushing flow arrangement 6, which comprises first flushing means 6a for leading of a flushing medium onto a drilling surface P and second flushing means 6b for returning of the flushing medium and drilling waste at least partly internally inside the casing part 2.
- the first drilling means 4 are coupled with the second drilling means 5 first of all power-transmittedly in order to carry out cooperation thereof at least during a drilling situation with the second drilling means 5 for a rotational motion w4, an axial s feeding motion z4 and/or a hammering motion t4, and on the other hand removably in order to enable removal thereof from the hole.
- the casing part 2 is arranged to be drawn into a hole to be drilled by the drilling unit 3 e.g. by applying a casing shoe 8.
- the flushing medium is being brought onto the drilling surface P and returned from the drilling surface P together with the drilling waste by axially directed flow arrangements 6a; 6a', 6b; 6b' that exist, when viewed in a cross section, on an outer periphery of the first drilling means 4 and/or in an inner periphery of the second drilling means 5.
- the drilling head of the drilling device 1 is formed e.g. as shown in figures 2a, 3 and 4 of a first frame part 4a and a second frame part 5a, the drilling surfaces P; Pl, P2 of which being provided with drilling organs of the first and the second drilling means 4, 5, such as an integrated drilling part, separate drilling pieces, bits or like, and whereby a rotationally symmetrical reamer is being used as the second drilling means 5 that has an essentially continuing drilling surface radially, when viewed in a cross-section perpendicular to a longitudinal direction s of the drilling unit 3.
- the drilling head of the drilling device 1 is formed e.g. as shown in figures 2a, 3 and 4 of a first frame part 4a and a second frame part 5a, the drilling surfaces P; Pl, P2 of which being provided with drilling organs of the first and the second drilling means 4, 5, such as an integrated drilling part, separate drilling pieces, bits or like, and whereby a rotationally symmetrical reamer is being used as the second drilling means 5 that has an
- At least the second flushing means 6; 6b of the flushing flow arrangement for returning of the flushing medium and the drilling waste at least partly internally inside the casing part 2 is arranged by one or several axially s directed return flow channels 6b' , being placed between the first and the second drilling means 4, 5, such as the first and the second frame parts 4a, 5a.
- the flushing medium is being led from a feed channel 6al, being led advantageously centrically to the first drilling means 4, such as the first frame part 4a, by one or several distribution channels 6a2 directed outward therefrom into a feed flow channel 6a' on the outer periphery of the first drilling means 4, such as the first frame part 4a, at a distance e from the drilling surface Pl of the first drilling means.
- a part of the flow arrangements between the drilling means 4, 5 being used as a feed flow arrangement 6a' for the flushing medium.
- passage of the flushing medium onto the drilling surface P is guided at the drilling head of the drilling unit 3, e.g. as shown in figures 2a, 3 and 4, by a guide surface arrangement X existing advantageously in the first frame part 4a forming the first drilling means 4 or the pilot.
- direction of the flushing medium feed flow is altered by means of a counterpart surface arrangement y essentially in connection with the drilling surface P particularly in order to decrease drifting thereof into the soil by decreasing its kinetic energy.
- the invention relates also to an apparatus for down- the-hole drilling, which comprises a drilling device 1 as described above.
- the flushing flow arrangement 6 comprises axially directed s flow arrangements 6a; 6a', 6b; 6b', both for bringing of the flushing medium onto the drilling surface P and for returning thereof from the drilling surface P together with the drilling waste, the arrangements existing, when viewed in a cross-section, on an outer periphery of the first drilling means 4 and/or an inner periphery of the second drilling means 5.
- the first means 6a of the flushing flow arrangement 6 comprise a feed channel 6al, being led centrically to the first drilling means 4, such as the first frame part 4a, and one or several distribution channels 6a2, being led outward therefrom, in order to lead the flushing medium into a feed flow channel 6a' on the outer periphery of the first drilling means 4, such as the first frame part 4a, at a distance e from the drilling surface Pl of the first drilling means.
- the flushing flow arrangement 6 comprises a guide surface arrangement X for guiding passage of the flushing medium onto the drilling surface P at the drilling head of the drilling unit 3.
- the guide surface arrangement X in question is arranged to prevent returning of the flushing medium feed flow from the feed flow channel 6a' to the return flow space 6bl prior to drifting thereof onto the drilling surface P.
- the flushing flow arrangement 6 comprises a counterpart surface arrangement y for changing direction of the flushing medium feed flow essentially in connection with the drilling surface P particularly in order to decrease drifting thereof into the soil by decreasing its kinetic energy.
- the first and second drilling means are coupled to work, so that most heterogeneous solutions can be exploited as the power transmission assemblies between the same starting from a screw joint locking.
- the casing shoe can be placed in an integrated manner at the end of the casing part etc.
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Mining & Mineral Resources (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Mechanical Engineering (AREA)
- Earth Drilling (AREA)
- Drilling And Boring (AREA)
Abstract
Description
Claims
Priority Applications (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2011546886A JP5629271B2 (en) | 2009-01-21 | 2009-10-27 | Method and apparatus for down-the-hole drilling |
| NO09838697A NO2382368T3 (en) | 2009-01-21 | 2009-10-27 | |
| US13/145,596 US8857537B2 (en) | 2009-01-21 | 2009-10-27 | Method and apparatus for down-the-hole drilling |
| CA2737279A CA2737279C (en) | 2009-01-21 | 2009-10-27 | Method and apparatus for down-the-hole drilling |
| EP09838697.2A EP2382368B1 (en) | 2009-01-21 | 2009-10-27 | Method and apparatus for down-the-hole drilling |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FI20095046A FI20095046A0 (en) | 2009-01-21 | 2009-01-21 | Method and device for submersible drilling |
| FI20095046 | 2009-01-21 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2010084238A1 true WO2010084238A1 (en) | 2010-07-29 |
Family
ID=40329503
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/FI2009/050860 Ceased WO2010084238A1 (en) | 2009-01-21 | 2009-10-27 | Method and apparatus for down-the-hole drilling |
Country Status (8)
| Country | Link |
|---|---|
| US (1) | US8857537B2 (en) |
| EP (1) | EP2382368B1 (en) |
| JP (1) | JP5629271B2 (en) |
| CA (1) | CA2737279C (en) |
| CL (1) | CL2011001761A1 (en) |
| FI (2) | FI20095046A0 (en) |
| NO (1) | NO2382368T3 (en) |
| WO (1) | WO2010084238A1 (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012049353A1 (en) * | 2010-10-15 | 2012-04-19 | Robit Rocktools Ltd | Drill assembly |
| WO2013156667A1 (en) | 2012-07-12 | 2013-10-24 | Oy Atlas Copco Rotex Ab | Method and apparatus for down-the-hole drilling |
| CN106030022A (en) * | 2014-11-14 | 2016-10-12 | 斯特拉达设计有限公司 | Dual circulation fluid hammer drilling system |
| US9869134B2 (en) | 2013-03-14 | 2018-01-16 | Mitsubishi Materials Corporation | Drilling tool |
| JP2018119345A (en) * | 2017-01-26 | 2018-08-02 | 三菱マテリアル株式会社 | Drilling tools |
| KR102723097B1 (en) * | 2023-09-07 | 2024-10-29 | 주식회사 펠콘 | Shoe and steel pipe eccentric structure and direct boring steel pipe construction method thereof |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FI124451B (en) * | 2013-10-22 | 2014-09-15 | Atlas Copco Rotex Ab Oy | DRILLING UNIT |
| US9687953B2 (en) * | 2014-06-27 | 2017-06-27 | Applied Materials, Inc. | Chamber components with polished internal apertures |
| US10246954B2 (en) * | 2015-01-13 | 2019-04-02 | Saudi Arabian Oil Company | Drilling apparatus and methods for reducing circulation loss |
| EP3103585A1 (en) * | 2015-06-10 | 2016-12-14 | HILTI Aktiengesellschaft | Active water cooling of drive shafts of drilling devices |
| US10260295B2 (en) | 2017-05-26 | 2019-04-16 | Saudi Arabian Oil Company | Mitigating drilling circulation loss |
| KR20200032727A (en) * | 2017-07-24 | 2020-03-26 | 룩 찰랜드 | Drilling system and method using same |
| CN109654138A (en) * | 2019-01-14 | 2019-04-19 | 陶德明 | The brake apparatus of hollow swivel joint in stake holes |
| SE2450690A1 (en) * | 2024-06-24 | 2025-12-25 | Gds Geo Drilling Solutions Ab | Method and system for foundation drilling |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0204677A2 (en) * | 1985-06-03 | 1986-12-10 | AB Sandvik Rock Tools | Device for prudent penetration of a casing through sensible overburden or sensible structures |
| US5590726A (en) * | 1992-12-03 | 1997-01-07 | Jarvela; Jorma | Drilling apparatus |
| US20040104050A1 (en) * | 2001-04-04 | 2004-06-03 | Jaervelae Jorma | Method for drilling and drilling apparatus |
| WO2006131339A1 (en) * | 2005-06-10 | 2006-12-14 | Geomechanik Wasser- Und Umwelttechnik Gmbh | Dth-hammer drilling device and overburden drilling method |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SE421551B (en) | 1980-03-26 | 1982-01-04 | Sandvik Ab | DRILLING TOOL FOR ROTATION AND / OR DRILLING |
| JP3277887B2 (en) * | 1998-06-19 | 2002-04-22 | 日本電気株式会社 | Transmission / reception method, transmission / reception circuit and method for controlling transmission / reception circuit |
| JP3339412B2 (en) * | 1998-07-03 | 2002-10-28 | 三菱マテリアル株式会社 | Drilling equipment and drilling method |
| AUPQ302599A0 (en) * | 1999-09-22 | 1999-10-21 | Azuko Pty Ltd | Drilling apparatus |
| JP5135962B2 (en) * | 2007-09-11 | 2013-02-06 | 三菱マテリアル株式会社 | Drilling tools, drilling bits and devices |
| FI20085961A0 (en) * | 2008-10-13 | 2008-10-13 | Atlas Copco Rotex Ab Oy | Method and drilling device for submersible drilling |
-
2009
- 2009-01-21 FI FI20095046A patent/FI20095046A0/en not_active Application Discontinuation
- 2009-10-27 EP EP09838697.2A patent/EP2382368B1/en active Active
- 2009-10-27 NO NO09838697A patent/NO2382368T3/no unknown
- 2009-10-27 US US13/145,596 patent/US8857537B2/en active Active
- 2009-10-27 WO PCT/FI2009/050860 patent/WO2010084238A1/en not_active Ceased
- 2009-10-27 JP JP2011546886A patent/JP5629271B2/en active Active
- 2009-10-27 CA CA2737279A patent/CA2737279C/en active Active
- 2009-11-05 FI FI20090398U patent/FI8617U1/en not_active IP Right Cessation
-
2011
- 2011-07-20 CL CL2011001761A patent/CL2011001761A1/en unknown
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0204677A2 (en) * | 1985-06-03 | 1986-12-10 | AB Sandvik Rock Tools | Device for prudent penetration of a casing through sensible overburden or sensible structures |
| US5590726A (en) * | 1992-12-03 | 1997-01-07 | Jarvela; Jorma | Drilling apparatus |
| US20040104050A1 (en) * | 2001-04-04 | 2004-06-03 | Jaervelae Jorma | Method for drilling and drilling apparatus |
| WO2006131339A1 (en) * | 2005-06-10 | 2006-12-14 | Geomechanik Wasser- Und Umwelttechnik Gmbh | Dth-hammer drilling device and overburden drilling method |
Non-Patent Citations (1)
| Title |
|---|
| See also references of EP2382368A4 * |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012049353A1 (en) * | 2010-10-15 | 2012-04-19 | Robit Rocktools Ltd | Drill assembly |
| CN103261558A (en) * | 2010-10-15 | 2013-08-21 | 机器人凿岩钻具有限责任公司 | Drill assembly |
| WO2013156667A1 (en) | 2012-07-12 | 2013-10-24 | Oy Atlas Copco Rotex Ab | Method and apparatus for down-the-hole drilling |
| EP2675982A4 (en) * | 2012-07-12 | 2015-12-30 | Atlas Copco Rotex Ab Oy | METHOD AND APPARATUS FOR DOWNHOLE DRILLING |
| US9869134B2 (en) | 2013-03-14 | 2018-01-16 | Mitsubishi Materials Corporation | Drilling tool |
| CN106030022A (en) * | 2014-11-14 | 2016-10-12 | 斯特拉达设计有限公司 | Dual circulation fluid hammer drilling system |
| CN106030022B (en) * | 2014-11-14 | 2020-08-25 | 斯特拉达设计有限公司 | Dual cycle fluid hammer drilling system |
| JP2018119345A (en) * | 2017-01-26 | 2018-08-02 | 三菱マテリアル株式会社 | Drilling tools |
| KR102723097B1 (en) * | 2023-09-07 | 2024-10-29 | 주식회사 펠콘 | Shoe and steel pipe eccentric structure and direct boring steel pipe construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CA2737279C (en) | 2015-05-26 |
| NO2382368T3 (en) | 2018-02-17 |
| US20110278069A1 (en) | 2011-11-17 |
| US8857537B2 (en) | 2014-10-14 |
| CL2011001761A1 (en) | 2011-10-14 |
| FIU20090398U0 (en) | 2009-11-05 |
| CA2737279A1 (en) | 2010-07-29 |
| FI8617U1 (en) | 2010-02-16 |
| EP2382368A4 (en) | 2016-09-14 |
| EP2382368B1 (en) | 2017-09-20 |
| JP2012515866A (en) | 2012-07-12 |
| JP5629271B2 (en) | 2014-11-19 |
| EP2382368A1 (en) | 2011-11-02 |
| FI20095046A0 (en) | 2009-01-21 |
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