EP1974122A1 - Device and method for producing soil structures in the ground - Google Patents
Device and method for producing soil structures in the groundInfo
- Publication number
- EP1974122A1 EP1974122A1 EP07722760A EP07722760A EP1974122A1 EP 1974122 A1 EP1974122 A1 EP 1974122A1 EP 07722760 A EP07722760 A EP 07722760A EP 07722760 A EP07722760 A EP 07722760A EP 1974122 A1 EP1974122 A1 EP 1974122A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- nozzle
- drilling
- jet
- measuring
- linkage
- 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.)
- Granted
Links
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 13
- 239000002689 soil Substances 0.000 title description 9
- 239000000463 material Substances 0.000 claims abstract description 4
- 238000005553 drilling Methods 0.000 claims description 65
- 239000000523 sample Substances 0.000 claims description 63
- 239000012530 fluid Substances 0.000 claims description 48
- 238000005259 measurement Methods 0.000 claims description 10
- 238000006073 displacement reaction Methods 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 230000005540 biological transmission Effects 0.000 claims description 5
- 239000012528 membrane Substances 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 238000004891 communication Methods 0.000 claims description 3
- 238000013500 data storage Methods 0.000 claims description 3
- 150000001875 compounds Chemical class 0.000 claims 1
- 239000004918 carbon fiber reinforced polymer Substances 0.000 abstract description 2
- 239000007921 spray Substances 0.000 abstract 3
- 239000011152 fibreglass Substances 0.000 abstract 1
- 238000000034 method Methods 0.000 description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 239000000725 suspension Substances 0.000 description 5
- 230000007704 transition Effects 0.000 description 4
- 239000011230 binding agent Substances 0.000 description 3
- 238000002347 injection Methods 0.000 description 3
- 239000007924 injection Substances 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 238000011156 evaluation Methods 0.000 description 2
- 238000011010 flushing procedure Methods 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 102100040287 GTP cyclohydrolase 1 feedback regulatory protein Human genes 0.000 description 1
- 101710185324 GTP cyclohydrolase 1 feedback regulatory protein Proteins 0.000 description 1
- 238000006124 Pilkington process Methods 0.000 description 1
- 238000010073 coating (rubber) Methods 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000000356 contaminant Substances 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000009365 direct transmission Effects 0.000 description 1
- 238000004090 dissolution Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000006194 liquid suspension Substances 0.000 description 1
- 238000011326 mechanical measurement Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
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
- E21B47/00—Survey of boreholes or wells
- E21B47/08—Measuring diameters or related dimensions at the borehole
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
-
- 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
- E21B7/18—Drilling by liquid or gas jets, with or without entrained pellets
Definitions
- the probe element is equipped with a sensor, in particular a pressure sensor and / or an inclinometer.
- a sensor in particular a pressure sensor and / or an inclinometer.
- the sensor or sensors can be provided, for example, in the space defined by the spring.
- the pressure sensor is arranged, for example, on a wall of the borehole contacting end of the probe element. As a result, the borehole wall is reliably recognizable even with a relatively loose soil.
- the inclinometer the orientation of the sensing arm can be detected or controlled during a measuring process and thus the target position of the probe element can be verified.
- the measuring device comprises actuating means for the probe element.
- the probe element is extended until, for example, the resistance due to the contact of the probe element with the borehole wall opposes the movement and / or a pressure sensor signals an end of a movement.
- the actuating means a particularly simple movement of the probe element is possible.
- the actuating means can be designed in the context of the present invention in various ways. In this case, an embodiment has proven to be advantageous in which the actuating means have a provided within the drilling and nozzle rod actuating piston. In an alternative embodiment, the actuating means on an electric drive provided within the drilling and nozzle linkage, which preferably drives drive means, in particular at least one drive roller, wherein a transmission is particularly preferably provided between the drive means and the electric drive.
- the pressure fluid channel is connected via a switching means alternately to a pneumatic and a hydraulic supply.
- a suitable supply i. a suitable working fluid such as compressed air or hydraulic fluid can be selected.
- the method of making and measuring a jet column in a subsurface comprises the steps of: creating a wellbore in a subsurface using the drilling and nozzle string, creating a jet column in the area of the wellbore using the drilling and nozzle string, measuring the jet column using the (mechanical) measuring device, without the drilling and nozzle rod has been previously pulled out of the hole.
- the (mechanical) measuring device By measuring without pulling out of the drill and nozzle linkage a fast and reliable quality control is possible.
- Evaluation of the measurement data takes place either directly by transferring the data to the surface (eg also by radio) and / or indirectly by storing the data and reading out the data after the drill and nozzle linkage has been pulled out of the borehole is.
- FIG. 3 shows an enlargement of the region B according to FIG. 1;
- FIG. 4A shows an enlargement of the representation of a region C according to FIG. 1;
- FIG. 4B shows a sectional view along A-A according to FIG. 4A;
- Figure 7 is an enlarged view of the region E of Figure 1;
- Figure 8 is an illustration of an inventive
- Figure 1 shows schematically a cross section through an inventive drill and nozzle linkage 1 according to a first embodiment.
- the drilling and nozzle linkage comprises a drill collar 12 shown in detail in FIG. 2, an area shown in detail in FIG. 3 with a nozzle for applying a jet of jet air, an area shown in detail in FIGS. 4A, 4B and 5 for the measuring device 4.
- FIG. 4B shows a section through the drill pipe along the line AA according to FIG. 4A.
- a cross-sectional area 46 is provided in which, for example, a power supply, an inclinometer, a programmable controller for the measuring device or the like can be integrated.
- the power supply is preferably by battery elements.
- a nozzle jet column is generated in the region of the borehole in a working step IV.
- steps V and VI the diameter of the generated jet column is measured at different heights.
- the scanning element 40 shown in the preceding figures is moved in the not yet cured jet column.
- the probe element 40 is here advantageously designed such that it is kept substantially horizontal due to the buoyancy, the inherent rigidity and the dead weight.
- step VII the drill and nozzle linkage is pulled out. This data, which were stored during the drilling and surveying in steps V and VI, read out. Based on these data, suitable statements can be made about the nature of the soil and the dependent condition of a generated jet column. These can be advantageously used for a project following step 8.
- the present embodiment allows in a particularly simple manner, that the outlet opening 44 is in communication with the pressure fluid channel 30, so that the outlet opening 44 flushes continuously with pressurized fluid is, whereby the ingress of contaminants along the probe element 40 can be largely avoided.
- counting elements may be provided which detect the revolutions of the drive rollers 41 '. These may be, for example, so-called incremental encoders.
- the use of an electric drive makes it possible to dispense with the provision of a pressure sensor and inclination sensor in the feeler element 40, since it can be concluded during the advancement of the feeler element from an increase in the current absorbed by the electric drive that the feeler element reaches the wall Has.
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Geochemistry & Mineralogy (AREA)
- Structural Engineering (AREA)
- Geophysics (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Earth Drilling (AREA)
- Geophysics And Detection Of Objects (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102006002838A DE102006002838B3 (en) | 2006-01-20 | 2006-01-20 | Jet spray column producing and measuring device, has measuring device measuring diameter of jet spray column and partially integrated in drill and jet rods, where drill and jet rods produce bore hole |
PCT/EP2007/000466 WO2007101500A1 (en) | 2006-01-20 | 2007-01-19 | Device and method for producing soil structures in the ground |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1974122A1 true EP1974122A1 (en) | 2008-10-01 |
EP1974122B1 EP1974122B1 (en) | 2010-05-12 |
Family
ID=38336282
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP07722760A Not-in-force EP1974122B1 (en) | 2006-01-20 | 2007-01-19 | Device and method for producing foundation elements in the ground |
Country Status (6)
Country | Link |
---|---|
US (1) | US8096370B2 (en) |
EP (1) | EP1974122B1 (en) |
AT (1) | ATE467746T1 (en) |
CA (1) | CA2637102A1 (en) |
DE (1) | DE102006002838B3 (en) |
WO (1) | WO2007101500A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2543770A1 (en) | 2011-07-06 | 2013-01-09 | GuD Geotechnik und Dynamik GmbH | Method and device for measuring nozzle beams underground |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102011082658A1 (en) * | 2011-09-14 | 2013-03-14 | GuD Geotechnik und Dynamik GmbH | Suspension removal device |
CN102677656B (en) * | 2012-04-11 | 2015-07-29 | 武汉武船机电设备有限责任公司 | A kind of drilling tool |
US20140353036A1 (en) * | 2013-05-29 | 2014-12-04 | Vetco Gray Inc. | Apparatus and Method for Measuring Inclination in Subsea Running, Setting, and Testing Tools |
CN110847888B (en) * | 2019-11-12 | 2021-08-27 | 山东大学 | Auxiliary device and method for cross-hole resistivity CT detection of fractured rock mass |
IT202200020175A1 (en) * | 2022-09-30 | 2024-03-30 | Crm Costruzioni Romane Macch S R L | Procedure and equipment for measuring diameters of soil columns treated with jet grouting technology |
Family Cites Families (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5419405A (en) * | 1989-12-22 | 1995-05-30 | Patton Consulting | System for controlled drilling of boreholes along planned profile |
US5291956A (en) * | 1992-04-15 | 1994-03-08 | Union Oil Company Of California | Coiled tubing drilling apparatus and method |
DE4429917A1 (en) | 1994-08-23 | 1996-02-29 | Keller Grundbau Gmbh | Determination of the diameter or wall thickness of support or wall elements |
AT409007B (en) * | 1997-10-28 | 2002-05-27 | Keller Grundbau Gmbh | PRODUCTION OF EXCAVATIONS AND THEIR FILLING UNDER THE SUBSTRATE FOR THE PURPOSE OF SOIL STABILIZATION |
EP0940559A3 (en) * | 1998-03-06 | 2002-09-25 | Stephan Eberhard Bruder | Apparatus and method for measuring the diameter of a body obtained in the ground by high pressure injection |
DE19949393C1 (en) * | 1999-10-13 | 2001-06-07 | Keller Grundbau Gmbh | Support or wall in a borehole is formed by a jet at the drill rod which sprays a mixture of loose soil and concrete with a lower coil spring to monitor the edge of the mixture for a controlled wall thickness |
FR2802298B1 (en) * | 1999-12-14 | 2002-03-08 | Cie Du Sol | INJECTION COLUMN DIAMETER CONTROL METHOD |
DE10064187C1 (en) * | 2000-12-22 | 2002-05-08 | Keller Grundbau Gmbh | Diameter measuring device for ground foundation or wall element has measuring element provided by rod-shaped profile with 2 concave strips pressed together for switching from flexible state to rigid state |
DE10313912B4 (en) * | 2003-03-27 | 2007-07-12 | Keller Grundbau Gmbh | Device for determining the diameter or radius of cavities |
-
2006
- 2006-01-20 DE DE102006002838A patent/DE102006002838B3/en not_active Expired - Fee Related
-
2007
- 2007-01-19 WO PCT/EP2007/000466 patent/WO2007101500A1/en active Application Filing
- 2007-01-19 EP EP07722760A patent/EP1974122B1/en not_active Not-in-force
- 2007-01-19 CA CA002637102A patent/CA2637102A1/en not_active Abandoned
- 2007-01-19 US US12/223,014 patent/US8096370B2/en not_active Expired - Fee Related
- 2007-01-19 AT AT07722760T patent/ATE467746T1/en active
Non-Patent Citations (1)
Title |
---|
See references of WO2007101500A1 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2543770A1 (en) | 2011-07-06 | 2013-01-09 | GuD Geotechnik und Dynamik GmbH | Method and device for measuring nozzle beams underground |
Also Published As
Publication number | Publication date |
---|---|
DE102006002838B3 (en) | 2007-09-13 |
WO2007101500A1 (en) | 2007-09-13 |
US20090178849A1 (en) | 2009-07-16 |
ATE467746T1 (en) | 2010-05-15 |
CA2637102A1 (en) | 2007-09-13 |
US8096370B2 (en) | 2012-01-17 |
EP1974122B1 (en) | 2010-05-12 |
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