EP1277916A1 - Appareil et procédé pour la réalisation d'un coffrage intérieur en béton armé dans un tunnel - Google Patents

Appareil et procédé pour la réalisation d'un coffrage intérieur en béton armé dans un tunnel Download PDF

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Publication number
EP1277916A1
EP1277916A1 EP02014686A EP02014686A EP1277916A1 EP 1277916 A1 EP1277916 A1 EP 1277916A1 EP 02014686 A EP02014686 A EP 02014686A EP 02014686 A EP02014686 A EP 02014686A EP 1277916 A1 EP1277916 A1 EP 1277916A1
Authority
EP
European Patent Office
Prior art keywords
reinforcement
carriage
formwork
positioning
calotte
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
Application number
EP02014686A
Other languages
German (de)
English (en)
Other versions
EP1277916B1 (fr
Inventor
Kurt Usel
Josef Escheu
Erwin Scherer
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.)
Bystag GmbH
Dywidag Bau GmbH
Original Assignee
Bystag GmbH
Walter Bau AG
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
Application filed by Bystag GmbH, Walter Bau AG filed Critical Bystag GmbH
Publication of EP1277916A1 publication Critical patent/EP1277916A1/fr
Application granted granted Critical
Publication of EP1277916B1 publication Critical patent/EP1277916B1/fr
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
    • 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

Definitions

  • the invention relates to a device and a method for producing an armored Concrete inner shell of a tunnel.
  • a movable formwork beam is provided there the a first calotte formwork part with a prefabricated reinforcement arranged thereon in a specified reinforcement position for the subsequent concreting of an inner shell is raised.
  • the reinforcement is on top of a second calotte formwork part pre-assembled, which is spatially distant from the formwork girder on an also movable Reinforcement bar is arranged.
  • the first one placed on the reinforcement beam The dome formwork part is also moved from another movable transfer beam Reinforcements fitted.
  • For transporting the prefabricated reinforcement into the intended one Reinforcement position must first be the formwork beam with the first one on it
  • the dome formwork part is lowered and moved to the transfer carrier.
  • the first calotte formwork part is handed over to the transfer carrier.
  • the Transfer carrier with the first dome formwork part located on it lowered and under the reinforcement beams are moved.
  • the formwork beam is then attached to the Reinforcement beams moved up so that the second calotte formwork part with the prefabricated reinforcement can be passed to the formwork beam.
  • the Formwork beam is then with the second calotte formwork part and the reinforcement in the new reinforcement position moved back.
  • the transfer carrier is again under the reinforcement beam and to the level of the reinforcement beam raised.
  • the first calotte formwork part can be attached to the reinforcement girder for assembly handed over a new reinforcement and the handover again with new reinforcements be supplied.
  • the object of the invention is a device and a method of the type mentioned to create a cost-saving manufacture of concrete inner shells without self-supporting Reinforcement with good quality and high productivity enables.
  • a major advantage of the invention is that a new reinforcement is already in its End position can be traversed while the formwork carriage is still being used for concreting one previous inner shell is in use. Since the formwork carriage has no transport functions must take over, it can be kept relatively long. He can also do without major ones Traversing movements under the through the reinforcement positioning car already in the Reinforcement position transported and held there dome reinforcement.
  • the dome formwork is equipped with swiveling dome formwork parts that Retracting under the reinforcement even without a direct connection to the leading devices enable.
  • the reinforcement positioning trolley is used to collect the spherical reinforcement Transport and used for precise positioning. Through the different Adjustment possibilities of the reinforcement positioning carriage is an exact positioning of the Dome reinforcement enables. Over the in the longitudinal direction of the tunnel over a The reinforcement positioning carriage can be used to project the undercarriage Reinforcement front carriage and the formwork carriage, so that they do not have to overtake each other or drive through each other. It is therefore only one Track required.
  • the laterally extendable supports on the formwork carriage facing ends of the guide rails prevent undesired lowering of the Reinforcement in the side area, which means the manufacture of the side reinforcement and assembly the connecting reinforcement is facilitated.
  • the reinforcement front carriage enables the pre-assembly of the spherical reinforcement on one prepared form in length and width.
  • the reinforcement front carriage contains special work platforms with appropriate reinforcement layers.
  • the tender of Reinforcement material is carried out on pallets that are carried under the vehicle Reinforcement stem wagons are driven.
  • the pallets come with a suitable Lifting device raised to the working height and from there to the assembly area be transported. At the same time, the next load can be prepared outside be transported.
  • All work groups can be supplied via a central unit.
  • Controlling the hydraulic cylinder is expediently a portable control panel intended. This means that all areas can be optimally monitored by the operator.
  • the device shows a device according to the invention for producing an armored Inner shell of a tunnel shown in different positions.
  • the device consists essentially of a movable in the longitudinal direction of the tunnel Reinforcement stem car 1 for pre-assembling a reinforcement 2, one in the Reinforcement positioning trolley 3 movable in the longitudinal direction of the tunnel for transporting the pre-assembled reinforcement 2 between the reinforcement front carriage 1 and one Reinforcement position and a formwork carriage 4 movable in the longitudinal direction of the tunnel for Attaching a formwork for the subsequent concreting of the inner shell.
  • the reinforcement front carriage 1 contains one arranged on driving portals 5, 6 and 7 Supporting scaffold with a front scaffolding 8 and one in the direction of concreting the tunnel connected to this rear delivery stand 9.
  • the reinforcement positioning carriage 3 consists of a height-adjustable undercarriage 10, on which one in the horizontal plane adjustable construction with guide rails 11 projecting on both sides and thereon slidably arranged reinforcement receptacles 12 is arranged.
  • the formwork carriage 4 contains a height-adjustable mobile scaffold 13, on which several lying side by side Formwork elements 14 are arranged.
  • this is Mounting scaffold 8 on the two driving portals 5 and 6 shown in more detail in FIGS. 4 and 5 arranged.
  • the front end of the rear driving portal 6 of the mounting frame 8 is also of the supply frame 9, the rear end of which is shown in FIG Driving portal 7 rests.
  • the portals 5, 6 and 7 each have a horizontal cross member 15, which is held by two vertical traveling stands 17 guided on rails 16.
  • the front end of the supply frame 9 is rotatable about a vertical axis Joint 18 supported on the cross member 15 of the driving portal 6.
  • the delivery frame 9 contains a Cable hoist 19, through which one is equipped with reinforcement material and pallet transported from a suitable vehicle under the reinforcement stem wagon 1 20 can be raised from the base of the tunnel to the specified working height. Of the lifted pallet 20 can easily add the reinforcement material to the Assembly scaffold 8 are transported.
  • the assembly scaffold 5 has several steps arranged work platforms 21 and adapted to the shape of the vaulted ceiling and lateral curved reinforcement supports 22 and 23.
  • Reinforcement supports 22 and 23 form the calotte reinforcement 2.
  • the two working platforms 25 are between hydraulic cylinders 26 a folded up assembly position shown on the right side of FIG. 3 and a collapsed transfer position shown on the left side of Figure 3 pivotable.
  • the undercarriage 10 consists of two by longitudinal beams 29 and connecting struts 30 firmly connected cross supports 31, which on their two Ends are supported by height-adjustable vertical supports 32.
  • the vertical supports 32 are also guided on the rails 16, which are laid on the concrete base of the tunnel.
  • On the undercarriage 10 is an upper structure with the cross members 33 and Connecting struts 34 connected parallel guide rails 11 are arranged.
  • the upper Structure is via an elongated hole 35 arranged in the central cross member 33 with a cylindrical receiving pin 36 on a central connecting support 37 between the Longitudinal beams 29 of the undercarriage 10 connected. This allows the construction with the parallel Guide rails 11 moved relative to the substructure 10 parallel to its longitudinal axis and rotated about the mounting pin 36. In this way, the Dome reinforcement 2 are precisely aligned and positioned.
  • the upper structure is adjusted relative to the undercarriage 10 by Hydraulic cylinder 38 between the cross supports 31 of the undercarriage 10 and the Trusses 33 of the structure are arranged.
  • Hydraulic cylinder 38 Between both sides of the undercarriage 10 laterally projecting guide rails 11 are the two with a rubber covering provided reinforcement receptacles 12 slidably guided via a chain drive 39.
  • Hydraulic cylinder 40 On the facing towards the formwork carriage 4 ends of the guide rails 11 are over Hydraulic cylinder 40 laterally extendable supports 41 for lateral support of the Dome reinforcement 2 arranged.
  • the mobile tower 13 contains a support structure composed of longitudinal and cross members 42 and 43, respectively is supported by height-adjustable traveling column 44.
  • On the side members 42 are a plurality of equally spaced cross supports 45 are arranged.
  • the individual formwork elements 14 each contain an upper one Dome formwork 46 and two opposite, pivotally articulated Formwork side parts 47, the hydraulic cylinder 48 between one shown in Figure 9 folded position and a folded position shown in Figure 10 are pivotable.
  • the upper dome formwork 46 contains two pivotable Dome formwork parts 49, which are between hydraulically actuated adjusting cylinders 50 a folded down position shown on the right half of FIG. 9 and one in the left half of FIG. 9 can be swiveled up. the for Inclusion of the guide rails with the reinforcement supports that can be moved over them Hydraulic cylinder can be folded down.
  • the reinforcement positioning trolley 3 can be lowered and under the Dome reinforcement 2 can be moved out. Then you can fold those down Dome formwork parts 49, the formwork side parts 37 and an end formwork are closed become. Finally, the space delimited by the formwork with concrete filled.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
EP02014686A 2001-07-21 2002-07-03 Appareil et procédé pour la réalisation d'un coffrage intérieur en béton armé dans un tunnel Expired - Lifetime EP1277916B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10135748A DE10135748C1 (de) 2001-07-21 2001-07-21 Vorrichtung und Verfahren zur Herstellung einer bewehrten Betoninnenschale eines Tunnels
DE10135748 2001-07-21

Publications (2)

Publication Number Publication Date
EP1277916A1 true EP1277916A1 (fr) 2003-01-22
EP1277916B1 EP1277916B1 (fr) 2006-09-27

Family

ID=7692749

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02014686A Expired - Lifetime EP1277916B1 (fr) 2001-07-21 2002-07-03 Appareil et procédé pour la réalisation d'un coffrage intérieur en béton armé dans un tunnel

Country Status (3)

Country Link
EP (1) EP1277916B1 (fr)
AT (1) ATE340918T1 (fr)
DE (2) DE10135748C1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113738397A (zh) * 2021-10-18 2021-12-03 重庆交通大学 一种装配式类矩形盾构隧道管片拼装结构

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CZ302312B6 (cs) * 2010-04-06 2011-02-23 Metrostav A. S. Posuvné bednení dna tunelu
CN101892849B (zh) * 2010-07-19 2011-12-14 川荣重工机械常州有限公司 钢筋铺设台车
ES2442040B1 (es) * 2011-01-04 2014-12-10 Peri, S.A. Encofrado para hormigonar el revestimiento interior de túneles.
CN104060579B (zh) * 2013-11-05 2016-01-13 中国水利水电第十工程局有限公司 堆石坝混凝土面板施工钢筋输送安装车
GB2634492A (en) * 2023-08-08 2025-04-16 Versco Ltd Beam former

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2130819A (en) * 1937-06-08 1938-09-20 Blaw Knox Co Form for lining earth borings and handling mechanism therefor
DE19709336A1 (de) * 1997-03-07 1998-03-12 Zueblin Ag Verfahren und Vorrichtung für das industrielle Erstellen bewehrter Deckenkonstruktionen
DE29913952U1 (de) * 1999-08-13 2000-02-24 Domesle Stahlverschalungs- GmbH, 93142 Maxhütte-Haidhof Armierungswagen
EP1111186A1 (fr) * 1999-12-20 2001-06-27 Ed. Züblin Ag Procédé de renforcement de voûtes

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3526550A1 (de) * 1985-07-25 1987-02-05 Bilfinger Berger Bau Freitragender bewehrungstunnel

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2130819A (en) * 1937-06-08 1938-09-20 Blaw Knox Co Form for lining earth borings and handling mechanism therefor
DE19709336A1 (de) * 1997-03-07 1998-03-12 Zueblin Ag Verfahren und Vorrichtung für das industrielle Erstellen bewehrter Deckenkonstruktionen
DE19709336C2 (de) 1997-03-07 1999-05-12 Zueblin Ag Verfahren zum Betonieren von bewehrten Gewölben oder Decken im Tunnelbau
DE29913952U1 (de) * 1999-08-13 2000-02-24 Domesle Stahlverschalungs- GmbH, 93142 Maxhütte-Haidhof Armierungswagen
EP1111186A1 (fr) * 1999-12-20 2001-06-27 Ed. Züblin Ag Procédé de renforcement de voûtes

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113738397A (zh) * 2021-10-18 2021-12-03 重庆交通大学 一种装配式类矩形盾构隧道管片拼装结构
CN113738397B (zh) * 2021-10-18 2023-10-27 重庆交通大学 一种装配式类矩形盾构隧道管片拼装结构

Also Published As

Publication number Publication date
ATE340918T1 (de) 2006-10-15
DE50208236D1 (de) 2006-11-09
DE10135748C1 (de) 2002-08-22
EP1277916B1 (fr) 2006-09-27

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