EP1298283B1 - Tunnelvortriebseinrichtung - Google Patents

Tunnelvortriebseinrichtung Download PDF

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Publication number
EP1298283B1
EP1298283B1 EP01123452A EP01123452A EP1298283B1 EP 1298283 B1 EP1298283 B1 EP 1298283B1 EP 01123452 A EP01123452 A EP 01123452A EP 01123452 A EP01123452 A EP 01123452A EP 1298283 B1 EP1298283 B1 EP 1298283B1
Authority
EP
European Patent Office
Prior art keywords
machine frame
rails
tunnel
side rails
arches
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.)
Expired - Lifetime
Application number
EP01123452A
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German (de)
English (en)
French (fr)
Other versions
EP1298283A1 (de
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.)
GTA MASCHINENSYSTEME GmbH
Original Assignee
GTA MASCHINENSYSTEME GmbH
Priority date (The priority date 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 date listed.)
Filing date
Publication date
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First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=8178796&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP1298283(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by GTA MASCHINENSYSTEME GmbH filed Critical GTA MASCHINENSYSTEME GmbH
Priority to DE50103243T priority Critical patent/DE50103243D1/de
Priority to AT01123452T priority patent/ATE273443T1/de
Priority to ES01123452T priority patent/ES2227036T3/es
Priority to EP01123452A priority patent/EP1298283B1/de
Publication of EP1298283A1 publication Critical patent/EP1298283A1/de
Application granted granted Critical
Publication of EP1298283B1 publication Critical patent/EP1298283B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E21D9/1093—Devices for supporting, advancing or orientating the machine or the tool-carrier
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04—Lining with building materials
    • E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
    • E21D11/102—Removable shuttering; Bearing or supporting devices therefor
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/40—Devices or apparatus specially adapted for handling or placing units of linings or supporting units for tunnels or galleries
    • E21D11/403—Devices or apparatus specially adapted for handling or placing units of linings or supporting units for tunnels or galleries combined with the head machine
    • 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
    • E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • E21D9/0642—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining the shield having means for additional processing at the front end
    • E21D9/065—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining the shield having means for additional processing at the front end with devices for provisionally supporting the front face
    • 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
    • E21D9/12—Devices for removing or hauling away excavated material or spoil; Working or loading platforms

Definitions

  • the invention relates to a device for supporting the propulsion and expansion work in tunnel construction, especially in underground construction, consisting of an in the second level above the extraction and loading machine on rails in the longitudinal direction movably arranged auxiliary devices in the form of a work platform, a drilling system and / or a spray manipulator.
  • the invention is based on the object of a device for propulsion Above all to create in tunnel construction with the drilling systems, spray manipulators and working platforms and other auxiliary devices on the second level, d. H. so can be safely used above tunneling machines.
  • the machine frame arranged in the ridge area offers the auxiliary devices mentioned the possibility to act above the extraction and loading machine, without hindering or being hindered by the latter.
  • the machine frame as such is elevated; H. it has a steel structure on the right and left for elevation, which ends in long runners below, which as such Allow moving on the tunnel sole.
  • the elevation is designed so that it can be adapted to the respective tunnel cross-sections. The same will be explained later. It is advantageous that the entire unit is made up of Machine frame and elevation by means of appropriate pulling devices through which Loading and extraction machine or by an excavator in the longitudinal direction can be moved.
  • the entire facility does not depend on the condition of the tunnel ridges, but rather it represents a separate unit that can be moved at a distance below the tunnel ridge is. It does not need the tunnel ridges or the tunnel joints for support because as already mentioned, represents a separate unit. Due to the assignment of the rail to a correspondingly stable machine frame and the targeted guidance of the carriage the slide can also absorb all the necessary forces, even if, for example, the drilling system with long cantilever arm in Use is. The same is due to the special design of the sliding carriage always with their carriages and the stable design of the machine frame ensured.
  • the Machine frame has cross members connected via the guide rails, on which the stabilized guard rails releasably attached, preferably arranged in pairs.
  • the machine frame is supported by the crossbeams, which can also be attached serve the elevation, and formed the stabilized guardrails, so that appropriate loads and forces can be absorbed. Because of the detachable Fastening provides the option of installing additional guardrails if required or replace the guardrails with other trained ones if this turns out to be should prove necessary.
  • the respective auxiliary devices for example the drilling system, are switched on move the guardrails back and forth in the machine frame to get into the work or to reach the rest position.
  • the machine frame with the guide rails preferably one of the auxiliary devices in the folded Has state-taking length.
  • the machine frame usually protrudes about the front and rear elevation, especially in the front To be able to bring the area as close as possible to the joint. But is always given the appropriate length of several meters, too to be able to safely use correspondingly protruding auxiliary devices.
  • the necessary stability for the raised machine frame is given if according to the invention the machine frame preferably over two at a distance mutually arranged pairs of expansion arches is raised, on the sole-side End with runners and at the end on the ridge side with crossbeams supporting the guide rails are connected.
  • Double expansion arches give the overall machine frame the necessary Stability without too much effort. Should out of any Heavy auxiliary devices are used for reasons that persist the possibility of a corresponding pair of expansion sheets or a single expansion sheet also to be provided between the pairs of expansion arches arranged at the ends.
  • the expansion sheet can be assembled from segments that are flanged together are and together formed an arc adapted to the cross-section of the route are.
  • the corresponding shape of the segments makes it possible adapt to usual tunnel cross-sections in such a way that within the extension arch as much space as possible remains for the extraction and loading machine, for example.
  • the guide rails have a box profile, in the bottom of which is formed a longitudinal section through which the supporting part of the sliding carriage passes through and the support axis of the running carriage guided in the box profile receives.
  • the carriage as such runs on the corresponding flange of the box profile, whereby it is also guided on the upper flange, so that it is overall the loads on the cantilever drilling arm and the working platform are also safe can take over, especially since several carriages are arranged one behind the other in the longitudinal direction are.
  • it can also absorb inclined forces because it is within the Box profile is guided and arranged accordingly.
  • box profiles are indeed known in principle, but have not yet been used in tunnel construction. Corresponding but they have adapted considerable advantages for the use described here and give the possibility to safely absorb even high loads and the forces safely transferred to.
  • a particularly useful training of the box profile is that in which Box profile of the guardrails is formed by two U-profile rails, the longitudinal slot default with the flange tips facing each other with a rectangular rail and the rectangular rail are connected to surrounding brackets.
  • This U-shaped rails are vertical with their webs, so that the flanges on which yes roll the wheels of the carriages, stand accordingly horizontally, in such a way that the longitudinal slot for gripping the supporting part remains in the middle between them.
  • the Brackets or the rectangular rail give the whole the necessary stability, the U-profiles either welded to the rectangular rail or the brackets or screwed on.
  • the rectangular rail is a hollow profile that is used for Taking over the forces is particularly suitable.
  • the invention provides for ease of conversion or even upgrading before that the brackets with the respective cross member and / or with each other Acquiring transverse forces connected, preferably releasably connected. Usually these parts are screwed together, just like those of the elevation serving extension sheet. The brackets for their part are also with the cross member screwed together or attached to the side of the elevation, so that the To give the whole optimal security and stability.
  • the auxiliary devices have sliding carriages, the carriages of which can be moved in the guide rails are.
  • the forces involved, especially when drilling and also when working It is planned to be able to take over safely on the cantilevered working platform that the auxiliary devices each have a sliding carriage with two in the parallel Have guide rails guided carriages. This means that in everyone the sliding rails carry two sliding carriages at a distance, on which in turn the auxiliary device is attached. This allows the occurring Forces are optimally absorbed and introduced into the system.
  • the machine frame as such has the optimal length mentioned above to pick up and secure the respective auxiliary devices in the idle state to be able to. Now it turns out that for some reason an extension of the machine frame is necessary, an elevation system with a machine frame could to be added in between. However, it is more optimal if the machine frame, preferably in the area of the guide rails as well as the runners in The longitudinal direction of the line is extendable, preferably telescopic. Due to the circumstances, it will be sufficient for the guardrails to be telescopic are just like the skids, while interposing a cross member in all Rule is not required. However, the extension should be so large that then the connection between the guardrails is required, also screwing on of such a cross member possible.
  • auxiliary devices used in the form of tanks, reserve containers u. ⁇ . needed, which then the cantilever End of the machine frame. With such training is too then the necessary stability and stability for the raised machine frame given when the auxiliary devices are correspondingly cantilevered in use are. But if there are difficulties or uncertainties, so the invention provides that the machine frame opposite the jacking lying cantilevered end a counterweight and / or pressable against the tunnel ridge Support beams are assigned.
  • the support beams are made using a cylinder or several cylinders are guided against the roof in order to lay down there and with it prevent the cantilevered end of the machine frame from moving out of the horizontal Position moved out.
  • the elevation, i. H. the pairs of expansion arches, of the machine frame are designed so that they correspond to the cross-section of the line adjust as closely as possible. This is mainly due to the segment by segment Formation of the arc-shaped stand ensured. This results in the interior an optimal use of space, which is still improved can that one or both arcuate uprights of the pairs of support arches are releasably assigned for EMS rails. This gives you the opportunity to bring material to these laterally suspended EMS rails or else to store any things or rather to store them temporarily, if necessary available immediately. Because the EMS rails are relatively close to the extension arch run, also put objects and materials attached or temporarily stored thereon no hindrance to the extraction and loading machine.
  • the invention is particularly characterized in that a device is created, which is optimally used in tunnel construction and there in turn in underground construction can be used to open up the second level for tunneling.
  • a device is created, which is optimally used in tunnel construction and there in turn in underground construction can be used to open up the second level for tunneling.
  • the extraction and loading machine can with the help of the device according to the invention
  • Auxiliary devices of practically every kind temporarily stored and positioned or for use be brought without mutual hindrance of the two levels occurs. For safety reasons, this work can usually not be done at the same time be carried out, but in such a way that intermediate set-up times are completely eliminated because practically only the boom needs to be driven to either position to win or load or to drill and pour the concrete.
  • the facility is characterized in that it is without any burden the tunnel ridge or the tunnel joints can be used also in the form that it is moved in the longitudinal direction.
  • a self-propelled or self-moving device is also conceivable.
  • the work can also be done with the aid of the device according to the invention better coordinated in tunneling and the work as a whole also made easier and safer, so that tunneling is also economical can be handled more optimally.
  • the drilling system 7 is active, which remote-controlled the route 5 in the longitudinal direction 6 extended or produces the necessary holes.
  • the drilling system 7 consists of a drill arm 8 and the drill carriage 9 with the drill 10, wherein this drilling system 7 is assigned to a sliding carriage 25.
  • This drilling system 7 is one of the auxiliary devices 11, which in the second level by means of the Machine frame 17 can be used.
  • FIG. 2 shows a further auxiliary device 11, here in the form of a work platform 12 with spray manipulator 13.
  • a work platform 12 with spray manipulator 13 instead of the small working platform 12 shown here, you can longer and more extensive work platforms 12 can also be used if, for example Steel expansion should be used instead of the concrete shell 15.
  • the auxiliary device 11, in FIG. 1 the drilling system 7, can be above the machine frame 17 assigned rails 16 moved back and forth in the longitudinal direction 6 1 to the working position according to FIG. 1 or the rest position according to FIG. 3 to be spent.
  • Fig. 3 there is the boom 14 with the extraction parts in use, with the help of which the necessary cross-section is produced and that Recovery is recovered.
  • the machine frame 17 consists of several parallel guide rails 18, 19 and arranged at a distance Cross members 20, 21.
  • the formation of the guide rails 18, 19 is further below still received. They are stabilized so that they and the cross beams 20, 21 can produce a stable machine frame 17.
  • This machine frame 17 is raised, with the help of expansion sheet 31, which are at a distance from each other are arranged and leave a projecting end 22 and a projecting end 23.
  • the cantilevered end 23 takes as close as possible to the face 30 Counterweights, for example in the form of cable drums, liquid containers or the like. on, which are not shown here, or a support bracket 24 ensures that the cantilevered end 23 if necessary and if necessary against the concrete shell 15 or can support the tunnel ridges 4.
  • the respective auxiliary device 11 can be moved via a sliding carriage 25 arranged on the rails 16 and the guide rails 18, 19, the sliding carriage 25 for each guardrail 18, 19 a front carriage 26, 27 and a rear Carriage 28, 29 has. This is the initiation of all occurring forces in the machine frame 17 and thus ensured in the overall system without the There is a risk that the stability of the overall system is impaired.
  • each machine frame 17 for elevation two pairs of expansion bends 32, 33 are used.
  • These pairs of expansion arches 32, 33 are each connected to a runner 35 at the sole-side end 34, while the ridge-side end 36, as will be explained later, with the machine frame 17 is connected.
  • Individual extension arch 31 of the extension arch pairs 32, 33 are connected to each other by bolts 37, which are distributed over the height are two such bolts 37 on each side.
  • FIG. 4 shows that these individual extension arches 31 or the pairs of extension arches 32, 33 are composed of several segments 38, 39, so as to have an arcuate shape Stand 40 result.
  • the arcuate stand 40 made up of the segments 38, 39 are formed, adapt as far as possible to the cross-section of the route, so that a relatively large central area remains through which the extraction and loading machine 2 can be moved as required.
  • These arc-shaped stands 40 can be provided with support claws 41, on which EMS rails 42 can then be hung. On these EMS rails 42 can move loads in the direction of the face 30 or else components and Materials are temporarily stored if this proves necessary. As in FIG. 4 clarifies, there is enough space for the extraction and loading machine 2 not to interfere.
  • FIG. 4 and also FIG. 5 illustrate that the machine frame 17 is designed in this way can be that simultaneously and parallel to each other different auxiliary devices 11 arranged and can also be moved in the longitudinal direction 6.
  • a drilling system 7, 8 via a sliding carriage 25 in the guide rails 19, 18 movably arranged, while on the left side an auxiliary device 11 in Form of a work platform 12 is shown in the park position.
  • the working platform 12 is provided with a sliding carriage 25 which is connected to carriages 26, 27, 28, 29, which are arranged one behind the other in the longitudinal direction 6 to achieve the necessary and optimal stability and stability.
  • the carriages 26, 27, 28, 29 each have two wheels 49, 50 which a support shaft 48 are connected to each other.
  • This support axis 48 is one Carrying part 47 includes the connection to the actual through the longitudinal slot 46 Sliding carriage 25 produces.
  • the actual guardrail, 18, 19 is a box profile 44 formed, the bottom 45 has the longitudinal slot 46 through which the Carrying part 47 passes through.
  • U-profile rails 52, 53 serve as a box profile here 44 two U-profile rails 52, 53, with the flange tips 54, 55 against each other are arranged directed. They are positioned so that they also have the longitudinal slot Specify 46 through which the support member 47 extends and the connection between sliding carriage 25 and carriage 26, 27, 28, 29.
  • the individual U profile rails 52, 53 are at the top with a rectangular rail 56 or a corresponding one box-shaped hollow profile connected and otherwise enclosed by a bracket 57, so that an optimal setting of the box profile 44 is possible.
  • the bracket 57 is an I-profile, so it is possible to use the retaining screws 58 these components and thus at the same time the guide rails 18, 19 with the cross members 20, 21 to connect and also with each other, for which an intermediate piece 59 is used.

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Geology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Protection Of Plants (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Drilling And Exploitation, And Mining Machines And Methods (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)
  • Apparatuses And Processes For Manufacturing Resistors (AREA)
  • Analysing Materials By The Use Of Radiation (AREA)
EP01123452A 2001-09-28 2001-09-28 Tunnelvortriebseinrichtung Expired - Lifetime EP1298283B1 (de)

Priority Applications (4)

Application Number Priority Date Filing Date Title
DE50103243T DE50103243D1 (de) 2001-09-28 2001-09-28 Tunnelvortriebseinrichtung
AT01123452T ATE273443T1 (de) 2001-09-28 2001-09-28 Tunnelvortriebseinrichtung
ES01123452T ES2227036T3 (es) 2001-09-28 2001-09-28 Instalacion para la perforacion de tuneles.
EP01123452A EP1298283B1 (de) 2001-09-28 2001-09-28 Tunnelvortriebseinrichtung

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP01123452A EP1298283B1 (de) 2001-09-28 2001-09-28 Tunnelvortriebseinrichtung

Publications (2)

Publication Number Publication Date
EP1298283A1 EP1298283A1 (de) 2003-04-02
EP1298283B1 true EP1298283B1 (de) 2004-08-11

Family

ID=8178796

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01123452A Expired - Lifetime EP1298283B1 (de) 2001-09-28 2001-09-28 Tunnelvortriebseinrichtung

Country Status (4)

Country Link
EP (1) EP1298283B1 (es)
AT (1) ATE273443T1 (es)
DE (1) DE50103243D1 (es)
ES (1) ES2227036T3 (es)

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DE102004014873B4 (de) * 2004-03-26 2007-05-03 Rag Ag Verfahren und Vorrichtung zum Einbringen eines Streckenausbaus
DE102006049060B4 (de) * 2006-10-13 2015-08-20 Deilmann-Haniel Mining Systems Gmbh Umrüstbare Bohrlafette
JP5009831B2 (ja) * 2008-02-18 2012-08-22 株式会社間組 トンネル掘削装置
AT507495B1 (de) 2008-10-28 2010-08-15 Sandvik Mining & Constr Oy Vortriebs- oder gewinnungsmaschine
RU2451791C1 (ru) * 2010-12-10 2012-05-27 Государственное образовательное учреждение высшего профессионального образования "Южно-Российский государственный технический университет (Новочеркасский политехнический институт)" Проходческий взрывонавалочный комплекс
RU2451792C1 (ru) * 2010-12-13 2012-05-27 Государственное образовательное учреждение высшего профессионального образования "Южно-Российский государственный технический университет (Новочеркасский политехнический институт)" Проходческий взрывонавалочный комплекс
CN102418534B (zh) * 2011-10-17 2013-08-14 北京城建道桥建设集团有限公司 隧道中隔墙的分体式移动模架装置及其施工方法
CN102678141A (zh) * 2012-05-14 2012-09-19 安徽山河矿业装备股份有限公司 一种矿井支护车
ITMI20121426A1 (it) * 2012-08-09 2014-02-10 Flavio Lanati "macchina di scavo polifunzionale"
CN103590838B (zh) * 2013-08-22 2015-08-26 襄阳忠良工程机械有限责任公司 钻挖两用扒装机
CN103572788B (zh) * 2013-08-22 2016-03-30 襄阳忠良工程机械有限责任公司 轮式扒装机
CN103541399A (zh) * 2013-10-17 2014-01-29 徐州五洋科技股份有限公司 一种矿用防爆型履带式扒岩机油缸转向装置
CN103821524B (zh) * 2014-03-06 2016-08-24 中铁第一勘察设计院集团有限公司 用于隧道掘进机后配套及洞内运输的轨排架
US10851651B2 (en) 2016-02-24 2020-12-01 Sandvik Intellectual Property Ab Mesh handling device for mining or tunnelling equipment
CN106522995B (zh) * 2016-12-30 2018-07-27 中铁工程装备集团有限公司 一种tbm专用混喷系统
AU2019200996B1 (en) 2019-02-13 2020-05-07 Geobrugg Ag A method for mounting a roll of protective mesh material to an underground rock drilling machine, a method for attaching protective mesh material to a rock surface and a mounting device
ES2953861A1 (es) * 2022-04-05 2023-11-16 Excavacions I Finques Silvestre Ginferrer S L Sistema y procedimiento para la extraccion de aridos en tuneles ferroviarios

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Also Published As

Publication number Publication date
ATE273443T1 (de) 2004-08-15
EP1298283A1 (de) 2003-04-02
ES2227036T3 (es) 2005-04-01
DE50103243D1 (de) 2004-09-16

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