WO1986000113A1 - Method and device for modifying the cross-section of a gallery, a tunnel or the like - Google Patents
Method and device for modifying the cross-section of a gallery, a tunnel or the like Download PDFInfo
- Publication number
- WO1986000113A1 WO1986000113A1 PCT/DE1985/000199 DE8500199W WO8600113A1 WO 1986000113 A1 WO1986000113 A1 WO 1986000113A1 DE 8500199 W DE8500199 W DE 8500199W WO 8600113 A1 WO8600113 A1 WO 8600113A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- tunnel
- drill head
- indicates
- profile
- bearing housing
- Prior art date
Links
- 238000000034 method Methods 0.000 title claims abstract description 12
- 238000005553 drilling Methods 0.000 claims abstract description 11
- 230000005641 tunneling Effects 0.000 claims description 9
- 230000008901 benefit Effects 0.000 description 4
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 230000014509 gene expression Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK 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
- E21D9/1006—Making by using boring or cutting machines with rotary cutting tools
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21C—MINING OR QUARRYING
- E21C27/00—Machines which completely free the mineral from the seam
- E21C27/20—Mineral freed by means not involving slitting
- E21C27/22—Mineral freed by means not involving slitting by rotary drills with breaking-down means, e.g. wedge-shaped drills, i.e. the rotary axis of the tool carrier being substantially perpendicular to the working face, e.g. MARIETTA-type
Definitions
- the invention relates to a method and a device for modifying the cross-sectional profile, in particular a circular profile, a tunnel, a tunnel, a section or the like. by expanding the profile in partial areas of the same by means of a tool that can be driven in rotation.
- Jacking machines are known in which tools e.g. are arranged on radially adjustable arms, or machines which are arranged parallel to a main drilling head and have smaller drilling heads pointing in the same direction in order to work out additional profile areas.
- Feed forces must normally always be introduced into the track joint or the tunnel wall via the bracing elements of the machine, that is to say with deflection by 90 °.
- the invention is intended to show an advantageous possibility for a given profile of a route, a tunnel or the like. Modify in a way that meets numerous needs. In particular, it should be possible to subsequently change a circular profile in such a way that an essentially arcuate profile or a profile results, for example, in the form of an inverted U. In addition to a method for this, the invention also intends to provide a device with which the modification of an existing profile can be carried out cheaply. Further problems connected with all of this, with which the invention is concerned, result from the respective explanation of the indicated solution.
- the invention provides that a sequence of individual depressions running in the longitudinal direction of the tunnel is worked into the tunnel wall with at least one drill head or a similar tool unit, the drill head in each case having a feed movement in the direction of its axis of rotation and transverse to the longitudinal direction of the tunnel, in particular perpendicularly right or essentially perpendicular to a tangent to the tunnel profile or to the tunnel wall is issued.
- the depressions are incorporated so that they overlap.
- a device for processing the boundary of a tunnel, tunnel or the like, in particular for carrying out the specified method is characterized, in accordance with the invention by a supporting frame, with a tensioning device associated with the supporting frame with tensioning plates that can be pressed onto the tunnel wall or the like .
- the tool elements of the drill head can be of different types, as best suited to the circumstances, in particular the type of rock.
- Roller chisels or cutting rollers e.g. with teeth, warts, discs, etc., or knives or other cutting tools.
- FIG. 1 shows an embodiment of the device according to the invention in a view in the operating position in a gallery
- FIG. 2 shows a section along the line II-II in FIG. 1
- FIG. 3 shows a schematic illustration to illustrate the method
- 4 shows another embodiment of the device according to the invention in view before use and
- FIG. 5 shows the device according to FIG. 4 after the production of depressions.
- FIGS. 1 and 2 (in FIG. 2 some parts are shown in a different position for the sake of clarity or omitted with respect to FIG. 1) has a support frame, designated overall by the number 1, in which a cross member 3 of Plates 2 and only in Fig. 1 recognizable profile beams 4 is held.
- the plates 2 are connected to supports 5, two of which are connected to each other at the lower ends by a skid 6.
- the number 7 denotes cross struts between the supports 5.
- Such a frame can therefore rest with the runners 6 in the sole area of a gallery S.
- the tunnel S originally has a circular profile in cross-section, as is the case by driving up with a full-cut tunneling machine, tunnel boring machine or the like. arises.
- two bracing cylinders 8 are accommodated, the piston rods 9 of which are connected in an articulated manner to rear lugs 10a of tensioning plates 10 which are guided in the traverse.
- the tensioning plates 10 can thus be pressed against the wall of the gallery, so that the device is thereby clamped in the gallery.
- the presence of two clamping cylinders 8 offers more possibilities and also allows the device to be set out from the center.
- Numbers 11R and 1L denote right and left bearing housings. Each of them contains the main bearing for a drill head 12 and at the same time forms a drive housing with flanged drive motors 13, which can be hydraulic motors or also electric motors. The energy supply and possibly control lines are not shown. Each drill head 12 can be driven at a speed suitable for the particular case. Its axis of rotation is designated with the letter D in each case.
- Each bearing housing 11R and 11L is suspended on two swivel arms 14 which are articulated in a journal bearing 15.
- the journal bearings 15, around the center of which the bearing housings 11R and 11L can pivot with the drill heads 12, are located on the rear sides of the tensioning plates 10, in each case in the upper part thereof.
- a piston rod 18 is articulated on a journal bearing 17 received on the right bearing housing 11R by two connecting plates 16, the end of which cylinder 19 is held in an articulated manner in a journal bearing 20 which is opposite in the lower part of the bearing housing 11R Clamping plate 10 is located.
- the left bearing housing 11L has two pairs of connecting plates 26 with journal bearings 27 for the ends of two piston rods 28, the ends of whose cylinders 29 are held in journal bearings 30, which are located in the lower part of the opposite tension plate 10.
- Each of the piston-cylinder units 18, 19 and 28, 29 is double-acting. It is expedient to use hydraulic cylinders. Their pressure medium connections are not shown.
- the right bearing housing 11R can be pivoted with the swivel arms 14 about the articulation point 15 and thereby drawn, for example, from a rest position shown in FIG. 1 with thin lines into one with strong lines - te work position and vice versa.
- the cylinders 19 and 29 are dimensioned such that the same force as with the cylinder 1 can be applied with the two cylinders 29.
- the use of two cylinders for one of the two bearing housings has the advantage of symmetry.
- the drill heads 12 are not only brought up against the stud wall from a rest position, but also with them the feed movement of the drill heads 12 is effected during work, the amount of the feed force being selected by appropriate selection of the pressure of the cylinders 19 and 29 supplied pressure medium can be adjusted.
- the reaction force is introduced directly into the mountains via the pivot joints 20 and 30 and the tensioning plates 10. This is a particular benefit. So there is no need to redirect the force as is otherwise necessary.
- a modified embodiment within the scope of the invention is that the ends of the feed cylinders 19 and 29 do not act directly on the tensioning plates 10, but are articulated at suitable points on the cross member 3.
- the force is introduced into the mountains in a favorable way, but then the tensioning cylinders 8 must also transmit the feed forces.
- a first depression V1 is made in the tunnel wall by means of the drill head.
- drills which is shown in plan view as in Fig. 3 and in section as in Fig. 1.
- the relevant drill head is then withdrawn and moved further in the longitudinal direction L of the lug with the device carrying it, depending on the circumstances, and the next recess V2 (FIG. 3) is then drilled.
- This is followed by a displacement of the drill head and then the drilling of a further recess V3, etc., so that there is an extension extending in the longitudinal direction of the gallery and thus the desired change in the profile shape in the sense of an inverted U or the like. results.
- the respective displacement of the drill head for drilling the next recess is equal to the radius of the effective working area of the drill head. This amount can be chosen differently depending on the circumstances.
- the diameter of the drill head or its working area can also be selected according to the respective requirements. In particular, it can be in the range of approximately 40% to 80% of the radius of an originally circular tread profile. In many cases, * a range of et ⁇ wa advantageously 50 to 60%.
- a device of the type shown in FIGS. 1 and 2 can be moved in various ways after the tension has been released.
- the device can be retightened with a traction device, whereby it slides on the runners 6, it can be attached to a tunneling machine, in particular with one or more secondary wood cylinders in the connection, but it can also be part of a tunneling machine.
- the support structure with the columns 5 and the struts 6 has practically only one function in the embodiment shown when it is implemented. It then takes on the weight of the device. When working, the forces from the traverse can be absorbed with the bracing.
- the support structure is designed so that in the lower area, like a portal, there is a free space which can also serve as a passage, for example in order to reach a tunneling machine located in front of the device in the tunnel.
- a device of the type according to the invention can in particular be attached directly behind a drilling head, namely behind an extension drilling head, the machine body of which is located in a pilot hole.
- An extension in the gallery or in the route can then be placed immediately behind the device, without the need for intermediate inspection measures.
- Such a label without any other protective cover can be attached to the device itself or to a part adjacent to it, e.g. on a follower or the like following her are located.
- a crossbeam 33 with hydraulically extendable clamping plates 10 at the ends is held by a support frame (carrier 44) and is designed on both sides as a guide 32 for bearing and gearbox housings 31L and 31R which are longitudinally displaceable thereon.
- Drive motors are designated with the number 13.
- the housings 31R and 31L with the drill heads 12 mounted therein By moving the housings 31R and 31L with the drill heads 12 mounted therein, the latter can be brought from the rest position according to FIG. 4 into a working position.
- the positioning and advancing movement is generated by piston-cylinder units 38 which extend between the housings 31R and 31L and whose ends 39 are connected to form a unit and whose ends are connected to one another Engage piston rods 34 on housings 31R and 31L via pivot joints 35.
- Such double units 38 are expediently provided on each side of the two housings.
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Environmental & Geological Engineering (AREA)
- Mechanical Engineering (AREA)
- Earth Drilling (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Description
Claims
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT85902960T ATE34598T1 (de) | 1984-06-12 | 1985-06-10 | Verfahren und vorrichtung zum modifizieren des querschnittsprofils eines stollens, tunnels od.dgl. |
DE8585902960T DE3562936D1 (en) | 1984-06-12 | 1985-06-10 | Method and device for modifying the cross-section of a gallery, a tunnel or the like |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEP3421704.5 | 1984-06-12 | ||
DE3421704A DE3421704C2 (de) | 1984-06-12 | 1984-06-12 | Vorrichtung zum Aufweiten des Querschnittsprofils eines Stollens, Tunnels od.dgl. |
Publications (1)
Publication Number | Publication Date |
---|---|
WO1986000113A1 true WO1986000113A1 (en) | 1986-01-03 |
Family
ID=6238127
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/DE1985/000199 WO1986000113A1 (en) | 1984-06-12 | 1985-06-10 | Method and device for modifying the cross-section of a gallery, a tunnel or the like |
Country Status (5)
Country | Link |
---|---|
US (1) | US4696600A (de) |
EP (1) | EP0185713B1 (de) |
DE (2) | DE3421704C2 (de) |
NO (1) | NO860417L (de) |
WO (1) | WO1986000113A1 (de) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4234972C2 (de) * | 1992-10-16 | 1995-01-19 | Dmt Gmbh | Vortriebsmaschine zum profilgenauen Auffahren von bogenförmigen Strecken |
US20120051843A1 (en) * | 2010-08-27 | 2012-03-01 | King Abdul Aziz City For Science And Technology | Tunnel drilling machine |
Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH255012A (de) * | 1944-11-01 | 1948-06-15 | Ag Bata | Vortreibmaschine zum Herstellen von im Querschnitt teilweise kreisförmigen Stollen und dergleichen. |
DE1260412B (de) * | 1965-09-29 | 1968-02-08 | Beteiligungs & Patentverw Gmbh | Streckenvortriebsmaschine |
DE1261459B (de) * | 1963-06-08 | 1968-02-22 | Joy Sullivan Ltd | Streckenvortriebsmaschine |
FR2001904A1 (de) * | 1968-02-14 | 1969-10-03 | Nat Mine Service | |
DE2127186A1 (de) * | 1971-06-01 | 1972-12-14 | Schönfeld, Georg, 2200 Elmshorn | Verfahren und Vorrichtung zum mechanischen Auffahren von Tunnel und Strecken im Bergbau |
FR2289720A1 (fr) * | 1974-10-30 | 1976-05-28 | Coal Industry Patents Ltd | Machine excavatrice pour galerie souterraine |
DE2507984A1 (de) * | 1975-02-25 | 1976-09-09 | Fridrich Wilhelm Paurat | Verfahren und vorrichtung zur herstellung eines verbindungstunnels zwischen verkehrstunnels o.dgl. |
AU501750B2 (en) * | 1977-01-18 | 1979-06-28 | Coaltex Inc. | Mining machine |
DE3121244A1 (de) * | 1981-05-29 | 1982-12-23 | Hochtief Ag Vorm. Gebr. Helfmann, 4300 Essen | Tunnelvortriebsmaschine |
DE3151060A1 (de) * | 1981-12-23 | 1983-07-28 | Gewerkschaft Eisenhütte Westfalia, 4670 Lünen | Vortriebseinrichtung |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3695717A (en) * | 1970-07-21 | 1972-10-03 | Atlas Copco Ab | Tunneling machine |
DE2726445C3 (de) * | 1977-06-11 | 1980-04-03 | Bochumer Eisenhuette Heintzmann Gmbh & Co, 4630 Bochum | Streckenvortriebsmaschine |
DE2939087C2 (de) * | 1979-09-27 | 1982-02-18 | Saarbergwerke AG, 6600 Saarbrücken | Längsschneidkopf für eine Teilschnittstreckenvortriebsmaschine |
DE3025754C2 (de) * | 1980-07-08 | 1982-11-18 | Mannesmann AG, 4000 Düsseldorf | Vollschnitt- Strecken- oder Tunnelvortriebsmaschine mit einer Hilfsvorrichtung zum Vorbereiten der Aufstandflächen für zu setzende Ausbaurahmen |
DE3125082A1 (de) * | 1981-06-26 | 1983-01-13 | Bade & Theelen Gmbh, 3160 Lehrte | Verfahren und tunnelvortriebsmaschine zur herstellung von tunnelquerschnitten mit querschnittsveraenderungen |
GB2125857B (en) * | 1982-07-28 | 1985-08-14 | Maintel Pty Limited | Excavatory machine for use in coal and other mining operations |
-
1984
- 1984-06-12 DE DE3421704A patent/DE3421704C2/de not_active Expired
-
1985
- 1985-06-10 DE DE8585902960T patent/DE3562936D1/de not_active Expired
- 1985-06-10 US US06/848,047 patent/US4696600A/en not_active Expired - Fee Related
- 1985-06-10 EP EP85902960A patent/EP0185713B1/de not_active Expired
- 1985-06-10 WO PCT/DE1985/000199 patent/WO1986000113A1/de active IP Right Grant
-
1986
- 1986-02-06 NO NO860417A patent/NO860417L/no unknown
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH255012A (de) * | 1944-11-01 | 1948-06-15 | Ag Bata | Vortreibmaschine zum Herstellen von im Querschnitt teilweise kreisförmigen Stollen und dergleichen. |
DE1261459B (de) * | 1963-06-08 | 1968-02-22 | Joy Sullivan Ltd | Streckenvortriebsmaschine |
DE1260412B (de) * | 1965-09-29 | 1968-02-08 | Beteiligungs & Patentverw Gmbh | Streckenvortriebsmaschine |
FR2001904A1 (de) * | 1968-02-14 | 1969-10-03 | Nat Mine Service | |
DE2127186A1 (de) * | 1971-06-01 | 1972-12-14 | Schönfeld, Georg, 2200 Elmshorn | Verfahren und Vorrichtung zum mechanischen Auffahren von Tunnel und Strecken im Bergbau |
FR2289720A1 (fr) * | 1974-10-30 | 1976-05-28 | Coal Industry Patents Ltd | Machine excavatrice pour galerie souterraine |
DE2507984A1 (de) * | 1975-02-25 | 1976-09-09 | Fridrich Wilhelm Paurat | Verfahren und vorrichtung zur herstellung eines verbindungstunnels zwischen verkehrstunnels o.dgl. |
AU501750B2 (en) * | 1977-01-18 | 1979-06-28 | Coaltex Inc. | Mining machine |
DE3121244A1 (de) * | 1981-05-29 | 1982-12-23 | Hochtief Ag Vorm. Gebr. Helfmann, 4300 Essen | Tunnelvortriebsmaschine |
DE3151060A1 (de) * | 1981-12-23 | 1983-07-28 | Gewerkschaft Eisenhütte Westfalia, 4670 Lünen | Vortriebseinrichtung |
Also Published As
Publication number | Publication date |
---|---|
DE3562936D1 (en) | 1988-06-30 |
NO860417L (no) | 1986-02-06 |
US4696600A (en) | 1987-09-29 |
DE3421704C2 (de) | 1986-05-28 |
EP0185713B1 (de) | 1988-05-25 |
DE3421704A1 (de) | 1985-12-12 |
EP0185713A1 (de) | 1986-07-02 |
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