EP0893570A1 - Multiple head drilling unit for loose soil drill - Google Patents
Multiple head drilling unit for loose soil drill Download PDFInfo
- Publication number
- EP0893570A1 EP0893570A1 EP98830409A EP98830409A EP0893570A1 EP 0893570 A1 EP0893570 A1 EP 0893570A1 EP 98830409 A EP98830409 A EP 98830409A EP 98830409 A EP98830409 A EP 98830409A EP 0893570 A1 EP0893570 A1 EP 0893570A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- drilling
- heads
- multiple head
- loose soil
- drilling unit
- 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.)
- Withdrawn
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/002—Drilling with diversely driven shafts extending into the borehole
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/18—Drilling by liquid or gas jets, with or without entrained pellets
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/04—Driving tunnels or galleries through loose materials; Apparatus therefor not otherwise provided for
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/10—Making by using boring or cutting machines
- E21D9/1066—Making by using boring or cutting machines with fluid jets
Abstract
This invention concerns a multiple head drilling unit for loose soil drills
characterised in that its drilling heads are mounted parallel and close to each
other on a common sliding trolley on a single rail.
Description
This patent application concerns a multiple head drilling unit for loose soil
drills.
When excavating tunnels in loose soils it is indispensable firstly to strengthen
the vault by grouting; only when the vault has been strengthened in this way
can the soil underneath be removed without the risk of collapse.
The process for strengthening the vault of a tunnel of this type involves a
tried and tested technique whereby numerous holes of considerable length
are executed along a trajectory conforming to the cross-section of the tunnel.
These holes are later filled with a cement mixture; once the mixture has
hardened, a series of supporting cement ribs buried and anchored firmly to
the ground, are formed all around the tunnel.
To date these holes have been made individually by means of a pressing
rotating head which operates a drilling rod; in particular this head is mounted
on a trolley sliding along a rail having a sub-horizontal inclination which in
turn is generally mounted on a tracked vehicle.
It should be noted moreover that the above drilling rod is provided with a
series of holes at the tip; when the rod penetrates the ground, strong jets of
water are discharged through these holes in order to "wash" the hole, in
other words to help carry the soil loosened by the drilling rod out of the hole.
Once the hole has been realised, the rod starts its backward run; during this
backwards run a mixture of water-cement is injected through the same holes
of the drilling rod which, in view of the very high injection pressure (approx.
500 bar), not only fills the hole but also filters by capillarity into the
surrounding terrain in order to form a cement pole having a larger cross-section
than that of the initial hole. Once all the hole-poles have been formed
around a section of the tunnel and the ground is removed, the next section of
the tunnel can be built using the same technique, drilling the ground on the
bottom of the tunnel already built.
Considering therefore that a tunnel of this kind is built in separate and
successive sections, it is evident that the cement support poles must always
be inclined sub-horizontally in order to delimit a larger cross-section with
respect to that of the mouth on the bottom of each section of the tunnel.
In this way the front ends of the pole delimiting the mouth of the next section
of tunnel are encircled by the rear ends of the poles delimiting the bottom of
the previous section of the same tunnel.
In order to accelerate the realisation times of this technique a special drilling
machine has been developed which supports two separate and independent
drilling heads, supported by two specific rails.
It should be noted however that the drilling machine in question is rather
complex and bulky in that it requires double all the mechanical components
used on the single-head drilling machines, with exception of the motor which
drives both heads.
In addition, because of the fact that said drilling heads are independent, they
can not work in synchrony and thus require two operators, each following the
operation of each head during a specific working stage.
The reason for which said bits can not work in synchrony is due to the fact
that the same are supported on their respective rails at a considerable
distance from each other; in this way it is very probable - if not certain - that
the two heads will drill two sections of terrain with different geological and
structural characteristics.
For this reason it is evident that if one head is drilling more compact terrain,
the drilling operating will require more time than that of the other head.
Moreover, this difference in the operating times is also increased by the fact
that drilling generally takes more time than that required for injecting the
cement mixture; this means that the two heads complete laying of the
respective poles in different times.
The purpose of this invention is to realise a multiple head drilling machine
which is simpler and more economical than these conventional drilling
machines; the same is also more efficient and versatile and above all
requires just one operator.
The new drilling machine in question in fact features a single rail on which a
trolley supporting two or three heads operating respective drilling rods,
slides; this alone makes it evident that the machine in question has a simpler
structure with respect to conventional drilling machines with two heads and
double rail.
Moreover, the heads fitted on the machine according to the invention are
positioned close to each other and it is possible to change the centre to
centre distance on board the trolley by means of a jack system; this feature
is important from a practical point of view in that it permits setting the centre
to centre distance of the cement poles which support the vault of the tunnel,
as required.
Very important too is the fact that several heads can be mounted on a single
trolley; this means that the same move forwards and backwards together.
The fact that the heads are positioned close to each other increases the
possibility that the drilling rods will work on sections of terrain with the same
characteristics; this should ensure that all the rods work the ground at the
same speed.
Even if one of the rods meets more compact and harder terrain, involving
longer drilling times, the forward synchronism of the rods is not lost in that
the common supporting trolley does not move forward until this rod has
completed drilling the more compact section of ground.
This ensures, as mentioned previously, perfect working synchronism of all
the heads mounted on the trolley: they in fact move together step by step,
during both the forward moving and backward moving stages.
In other words, all the heads of the machine according to the invention
perform the same operating stage at the same time; the lack of operating
differences between said heads means that they can easily be controlled by
just one operator.
For major clarity the description according to the invention continues with
reference to the enclosed drawings which are intended for purposes of
illustration and not in a limiting sense where figure 1 is a top view of the rail-head
supporting trolley mounted on the device according to the invention.
With reference to this figure, the drilling unit in question features a single rail
(1) on which a trolley (2) slides; it being provided that said trolley (2) supports
two operating heads (3), mounted parallel and close to each other and
whose centre to centre distance may be varied by means of a jack (4)
mounted orthogonally between the two heads (3).
The operating heads (3) operate respective drilling rods (5) generally
provided at the tip with a series of holes, some of which are used to
discharge the wash water and others to discharge the cement mixture.
The cement mixture is introduced into the unit in question through a special
pipe (6) having two branches (6a), each of which supplies a specific head
(3); a standard rotating joint (7) being provided along each of said branches
(6a) and immediately upstream the respective head (3).
Standard jaw devices (8) to guide and hold the drilling rods (5) are also used.
Figure 1 also illustrates that the above drilling rods (5) are of different lengths
in order to prevent any interference between the cement jets discharged
from the same rods (5).
Interference of this kind would in fact mean that the cement injected from a
rod could easily prevent proper diffusion into the ground of the cement
injected at the same time from another rod, thereby compromising the
correct execution of the cement poles.
Claims (4)
- A multiple head drilling unit for loose soil drilling machines of the type having several operating heads (3), each fed with a cement mixture through a specific pipe (6a) and operating a respective drilling rod (5), characterised in that its operating heads (3) are mounted parallel and close to each other on a common trolley (2) sliding on a rail (1).
- A multiple head drilling unit for loose soil drilling machines according to claim 1, characterised in that one or more jacks (4) designed to change the centre to centre distance of the heads (4), are mounted orthogonally between the above operating heads (3).
- A multiple head drilling unit for loose soil drilling machines according to claim 1, characterised by drilling rods (5) of the same length.
- A multiple head drilling unit for loose soil drilling machines according to claim 1, characterised by drilling rods (5) of different lengths.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ITAN970037U | 1997-07-11 | ||
IT97AN000037 IT243298Y1 (en) | 1997-07-11 | 1997-07-11 | MULTIPLE-HEAD DRILLING GROUP FOR LOOSE GROUND DRILLING MACHINES |
Publications (1)
Publication Number | Publication Date |
---|---|
EP0893570A1 true EP0893570A1 (en) | 1999-01-27 |
Family
ID=11334097
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP98830409A Withdrawn EP0893570A1 (en) | 1997-07-11 | 1998-07-03 | Multiple head drilling unit for loose soil drill |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP0893570A1 (en) |
IT (1) | IT243298Y1 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NL1012505C2 (en) * | 1999-07-02 | 2001-01-03 | Heerema Ondergrondse Infrastru | Excavating device for forming channel in ground has assembly of jet excavating units defining cross section of channel, with sensor connected to at least one unit for measuring force exerted by ground |
WO2001002692A1 (en) * | 1999-07-02 | 2001-01-11 | Heerema Holding Construction Inc. | Jet excavating device |
NL1016917C2 (en) * | 1999-07-02 | 2002-10-08 | Heerema Holding Construction I | Excavating device for forming channel in ground has assembly of jet excavating units defining cross section of channel, with sensor connected to at least one unit for measuring force exerted by ground |
NL1016952C2 (en) * | 1999-07-02 | 2002-10-15 | Heerema Holding Construction I | Excavating device for forming channel in ground has assembly of jet excavating units defining cross section of channel, with sensor connected to at least one unit for measuring force exerted by ground |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE826896C (en) * | 1950-05-20 | 1952-01-07 | Fried Krupp Bergwerke Essen | Burglary core drill |
DE3041666A1 (en) * | 1980-11-05 | 1982-06-09 | Adolf 7836 Teningen Fischer | Football ground turf loosening implement - comprises parallel drills adjustable for height |
US4681170A (en) * | 1985-08-05 | 1987-07-21 | Furukawa Co., Ltd. | Rock drills for drilling continuously arrayed bores |
GB2196276A (en) * | 1986-07-24 | 1988-04-27 | Mcgregor | Rig with plurality of drills |
EP0308083A2 (en) * | 1987-09-04 | 1989-03-22 | Frank Manchak, Jr. | Device for sampling soils and retaining volatiles therein and method of using same |
FR2623242A1 (en) * | 1987-11-12 | 1989-05-19 | Contant Paul | Pneumatic core-sampler for cylindrical excavations in rock |
US5575345A (en) * | 1994-11-15 | 1996-11-19 | Chemical Grouting Company. Ltd. | Multi shaft drilling unit |
-
1997
- 1997-07-11 IT IT97AN000037 patent/IT243298Y1/en active
-
1998
- 1998-07-03 EP EP98830409A patent/EP0893570A1/en not_active Withdrawn
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE826896C (en) * | 1950-05-20 | 1952-01-07 | Fried Krupp Bergwerke Essen | Burglary core drill |
DE3041666A1 (en) * | 1980-11-05 | 1982-06-09 | Adolf 7836 Teningen Fischer | Football ground turf loosening implement - comprises parallel drills adjustable for height |
US4681170A (en) * | 1985-08-05 | 1987-07-21 | Furukawa Co., Ltd. | Rock drills for drilling continuously arrayed bores |
GB2196276A (en) * | 1986-07-24 | 1988-04-27 | Mcgregor | Rig with plurality of drills |
EP0308083A2 (en) * | 1987-09-04 | 1989-03-22 | Frank Manchak, Jr. | Device for sampling soils and retaining volatiles therein and method of using same |
FR2623242A1 (en) * | 1987-11-12 | 1989-05-19 | Contant Paul | Pneumatic core-sampler for cylindrical excavations in rock |
US5575345A (en) * | 1994-11-15 | 1996-11-19 | Chemical Grouting Company. Ltd. | Multi shaft drilling unit |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NL1012505C2 (en) * | 1999-07-02 | 2001-01-03 | Heerema Ondergrondse Infrastru | Excavating device for forming channel in ground has assembly of jet excavating units defining cross section of channel, with sensor connected to at least one unit for measuring force exerted by ground |
WO2001002692A1 (en) * | 1999-07-02 | 2001-01-11 | Heerema Holding Construction Inc. | Jet excavating device |
US6385868B2 (en) | 1999-07-02 | 2002-05-14 | Heerema Holding Construction Inc. | Jet excavating device |
NL1016917C2 (en) * | 1999-07-02 | 2002-10-08 | Heerema Holding Construction I | Excavating device for forming channel in ground has assembly of jet excavating units defining cross section of channel, with sensor connected to at least one unit for measuring force exerted by ground |
NL1016952C2 (en) * | 1999-07-02 | 2002-10-15 | Heerema Holding Construction I | Excavating device for forming channel in ground has assembly of jet excavating units defining cross section of channel, with sensor connected to at least one unit for measuring force exerted by ground |
Also Published As
Publication number | Publication date |
---|---|
IT243298Y1 (en) | 2002-03-04 |
ITAN970037U1 (en) | 1999-01-11 |
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Effective date: 19990728 |