EP1662225B1 - Sonde pour la mesure d'espacement dans un trou de forage - Google Patents

Sonde pour la mesure d'espacement dans un trou de forage Download PDF

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Publication number
EP1662225B1
EP1662225B1 EP05024153A EP05024153A EP1662225B1 EP 1662225 B1 EP1662225 B1 EP 1662225B1 EP 05024153 A EP05024153 A EP 05024153A EP 05024153 A EP05024153 A EP 05024153A EP 1662225 B1 EP1662225 B1 EP 1662225B1
Authority
EP
European Patent Office
Prior art keywords
distance measuring
borehole
probe
measuring
measuring probe
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.)
Not-in-force
Application number
EP05024153A
Other languages
German (de)
English (en)
Other versions
EP1662225A1 (fr
Inventor
Franz Glötzl
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Gloetzl Gesellschaft fuer Baumesstechnik mbH
Original Assignee
Gloetzl Gesellschaft fuer Baumesstechnik mbH
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Publication date
Application filed by Gloetzl Gesellschaft fuer Baumesstechnik mbH filed Critical Gloetzl Gesellschaft fuer Baumesstechnik mbH
Publication of EP1662225A1 publication Critical patent/EP1662225A1/fr
Application granted granted Critical
Publication of EP1662225B1 publication Critical patent/EP1662225B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E21B47/01—Devices for supporting measuring instruments on drill bits, pipes, rods or wirelines; Protecting measuring instruments in boreholes against heat, shock, pressure or the like
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
    • E21D21/0046—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts formed by a plurality of elements arranged longitudinally

Definitions

  • borehole distance measuring probes For the geotechnical deformation measurement so-called borehole distance measuring probes are known (see for example EP 487 872 A1), which are retracted at regular time intervals in a measuring tube, which is arranged in a borehole or attached to a building.
  • the measuring tube has, at predetermined axial distances of, for example, one meter precisely defined measuring marks whose mutual distance is measured and recorded by means of the borehole distance measuring probe.
  • the holding elements are adjustable perpendicular to the longitudinal direction of the borehole distance measuring probe and radially to the measuring tube adjustable and under the action of a spring radially outward against the inner wall of the measuring tube.
  • each retaining element has its own spring, with which it is stretched radially outward against the inner wall of the measuring tube.
  • each probe head has only one corresponding spring, so that the holding elements of each probe head are under the action of a common spring.
  • Fig. 1 shows the basic structure of a measuring tube 1, in which the borehole distance measuring probe according to the invention is used.
  • the measuring tube 1 consists of a plurality of measuring tube 2, 3 and 4 arranged coaxially in series, wherein successive Meßrohrmaschine are each firmly connected to each other by means of an au- ⁇ en departmenten pipe sleeve 5. in the In the region of each tube sleeve 5, a lower undercut 3a or 4a is respectively formed on the measuring tube parts 2, 3 and 4, which represents a measuring mark.
  • a borehole distance measuring probe 10 is arranged, which has an elongate, in the axial direction of the borehole distance measuring probe 10 and the measuring tube 1 extending housing 11, at the upper end of an upper probe head 19 is arranged.
  • the upper probe head 19 has two diametrically opposed support members 20a, 20b which are substantially perpendicular to the direction of measurement, i. are adjustable to the longitudinal direction of the measuring tube 1 and under the action of an upper spring 21 are radially outwardly clamped against the inner wall of the measuring tube 1.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Geology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Physics & Mathematics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Geophysics (AREA)
  • Structural Engineering (AREA)
  • A Measuring Device Byusing Mechanical Method (AREA)
  • Length Measuring Devices With Unspecified Measuring Means (AREA)
  • Geophysics And Detection Of Objects (AREA)
  • Length Measuring Devices Characterised By Use Of Acoustic Means (AREA)

Claims (11)

  1. Sonde (10) de mesure d'espacement pour puits de forage à introduire dans un tube de mesure (1) disposé dans un puits de forage ou sur un ouvrage et présentant des repères de mesure (3a, 4a) définis à des intervalles prédéterminés, comprenant une tête supérieure de sonde (19) et une tête inférieure de sonde (12), logées à distance variable l'une de l'autre et présentant chacune des éléments de maintien (17a, 17b, 20a, 20b) pouvant être mis en prise avec le tube de mesure (1) au niveau des repères de mesure (3a, 4a), comprenant au moins un capteur de déplacement (14) pour saisir la distance mutuelle des éléments de maintien (17a, 17b, 20a, 20b), et comprenant un dispositif d'évaluation pour évaluer les valeurs de mesure enregistrées, caractérisée en ce que les éléments de maintien (17a, 17b, 20a, 20b) sont réglables sensiblement perpendiculairement à la direction longitudinale de la sonde de mesure d'espacement dans un puits de forage et radialement par rapport au tube de mesure (1), et peuvent être mise en tension vers l'extérieur sous l'effet d'un ressort (18, 21) contre la paroi interne du tube de mesure (1).
  2. Sonde de mesure d'espacement pour puits de forage selon la revendication 1, caractérisée en ce que chaque tête de capteur (12, 19) présente au moins deux éléments de maintien (17a, 17b, 20a, 20b) disposés sensiblement diamétralement opposés.
  3. Sonde de mesure d'espacement pour puits de forage selon la revendication 1 ou 2, caractérisée en ce que les éléments de maintien (17a, 17b, 20a, 20b) de chaque tête de sonde (12, 19) sont soumis à la contrainte d'un ressort commun (18, 21).
  4. Sonde de mesure d'espacement pour puits de forage selon l'une quelconque des revendications 1 à 3, caractérisée en ce que la force élastique FU s'exerçant sur les éléments de maintien (17a, 17b) de la tête inférieure de sonde (12) est inférieure à la force élastique FO s'exerçant sur les éléments de maintien (20a, 20b) de la tête supérieure de sonde (19).
  5. Sonde de mesure d'espacement dans un trou de forage selon la revendication 4, caractérisée en ce qu'un rapport de forces élastiques V = FO/FU se situe entre 1,1 et 2,0, plus particulièrement entre 1,2 et 1,6.
  6. Sonde de mesure d'espacement dans un trou de forage selon l'une quelconque des revendications 1 à 5, caractérisée en ce que chaque élément de maintien (17a, 17b, 20a, 20b) présente un levier à genouillère (24) formé de deux segments de tiges (25, 26) montés articulés et une pièce de mise en prise (27) montée sur celui-ci.
  7. Sonde de mesure d'espacement dans un trou de forage selon la revendication 6, caractérisé en ce que la pièce de mise en prise (27) est une molette.
  8. Sonde de mesure d'espacement dans un trou de forage selon la revendication 6 ou 7, caractérisée en ce que les segments de tiges (25, 26) présentent des longueurs différentes et sont disposées selon des angles différents par rapport à l'axe longitudinal L de la sonde de mesure d'espacement pour puits de forage (10).
  9. Sonde de mesure d'espacement dans un trou de forage selon la revendication 8, caractérisée en ce que les longueurs des segments de tiges (25, 26) sont dans un rapport mutuel d'environ 1:2.
  10. Sonde de mesure d'espacement dans un trou de forage selon l'une quelconque des revendications 8 ou 9, caractérisée en ce que les angles sont dans un rapport mutuel d'environ 1:2.
  11. Sonde de mesure d'espacement dans un trou de forage selon l'une quelconque des revendications 8 à 10, caractérisée en ce que le segment de tige (26) le plus long qui s'étend selon un angle plus fermé par rapport à l'axe longitudinal L de la sonde (10) de mesure d'espacement pour puits de forage est disposé sur le côté en regard de l'extrémité inférieure de la sonde (10) de mesure d'espacement pour puits de forage.
EP05024153A 2004-11-30 2005-11-05 Sonde pour la mesure d'espacement dans un trou de forage Not-in-force EP1662225B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102004057642A DE102004057642A1 (de) 2004-11-30 2004-11-30 Bohrloch-Streckenmesssonde

Publications (2)

Publication Number Publication Date
EP1662225A1 EP1662225A1 (fr) 2006-05-31
EP1662225B1 true EP1662225B1 (fr) 2007-03-21

Family

ID=35871033

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05024153A Not-in-force EP1662225B1 (fr) 2004-11-30 2005-11-05 Sonde pour la mesure d'espacement dans un trou de forage

Country Status (4)

Country Link
EP (1) EP1662225B1 (fr)
AT (1) ATE357645T1 (fr)
DE (2) DE102004057642A1 (fr)
ES (1) ES2284118T3 (fr)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2331216B2 (es) * 2007-03-21 2010-05-28 Universidad De Oviedo Dispositivo para la medida de deformaciones en el interior del terreno.
ITGE20110046A1 (it) * 2011-04-18 2012-10-19 C S G Srl Perfezionamenti tecnici nei dispositivi per il monitoraggio di parametri geotecnici, geologici-strutturali, idrogeologici e geofisici di terreni, rocce e strutture in genere
CN106285633A (zh) * 2016-10-26 2017-01-04 贵州盘江精煤股份有限公司 一种钻孔通孔测定装置及其测定方法
CN110454230B (zh) * 2019-08-30 2024-02-23 武汉科技大学 一种矿山巷道顶板离层的实时监测和预警装置
CN113899270B (zh) * 2019-12-10 2023-05-05 四川中鼎爆破工程有限公司 一种爆破施工用孔洞探测装置及测量方法
CN111473769B (zh) * 2020-05-27 2024-06-07 中铁第四勘察设计院集团有限公司 一种岩土沉降测量探头、探头组件、装置和测量方法
CN113367726B (zh) * 2021-06-16 2022-08-30 中国人民解放军陆军军医大学第二附属医院 一种具有多功能探头支架的b超机
US11572781B2 (en) * 2021-07-06 2023-02-07 China University Of Geosciences (Wuhan) Arrangement device for multiple sensors outside borehole of sliding mass and arrangement method
CN113566881B (zh) * 2021-07-06 2022-06-07 中国地质大学（武汉） 一种滑体钻孔外多传感器布设装置及布设方法

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH636698A5 (de) * 1978-12-21 1983-06-15 Foerderung Forschung Gmbh Verfahren und einrichtung zum bestimmen von verschiebungen in einem festen medium, insbesondere im boden, im fels und in bauwerken.
DE2906170C2 (de) * 1979-02-17 1983-04-07 Glötzl, Gesellschaft für Baumeßtechnik mbH, 7512 Rheinstetten Extensometer für die Fels- und Bodenmechanik
DE3211822A1 (de) * 1982-03-31 1983-10-13 Glötzl, Gesellschaft für Baumeßtechnik mbH, 7512 Rheinstetten Extensometer
CH669427A5 (fr) * 1985-01-24 1989-03-15 Industrieorientierte Forsch
DD251198A1 (de) * 1986-07-18 1987-11-04 Kali Veb K Sonde zur messung der gebirgsaufblaetterung um bergmaennische hohlraeume
CH681567A5 (fr) * 1990-11-26 1993-04-15 Kalman Prof Dr Kovari
GB9111381D0 (en) * 1991-05-25 1991-07-17 Petroline Wireline Services Centraliser
US5511429A (en) * 1993-12-08 1996-04-30 Obayashi Corporation Method and system for measuring three-dimensional displacement
FR2766230B1 (fr) * 1997-07-16 1999-10-01 Francis Bayle Dispositif d'ancrage d'un element allonge au fond d'un forage
JP2004316117A (ja) * 2003-04-11 2004-11-11 Nagatomo Shigeki 切羽前方地山変位の測定装置及び測定方法

Also Published As

Publication number Publication date
DE502005000501D1 (de) 2007-05-03
ATE357645T1 (de) 2007-04-15
DE102004057642A1 (de) 2006-06-01
EP1662225A1 (fr) 2006-05-31
ES2284118T3 (es) 2007-11-01

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