EP1096105B1 - Procédé pour coffrer les parois d'un tunnel et coffrage pour utilisation avec le procédé - Google Patents

Procédé pour coffrer les parois d'un tunnel et coffrage pour utilisation avec le procédé Download PDF

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Publication number
EP1096105B1
EP1096105B1 EP00123298A EP00123298A EP1096105B1 EP 1096105 B1 EP1096105 B1 EP 1096105B1 EP 00123298 A EP00123298 A EP 00123298A EP 00123298 A EP00123298 A EP 00123298A EP 1096105 B1 EP1096105 B1 EP 1096105B1
Authority
EP
European Patent Office
Prior art keywords
tunnel
casing
section
cross
formwork
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
EP00123298A
Other languages
German (de)
English (en)
Other versions
EP1096105A2 (fr
EP1096105A3 (fr
Inventor
Thomas Walliser
Roland Murer
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.)
Ed Zueblin AG
Original Assignee
Ed Zueblin 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 Ed Zueblin AG filed Critical Ed Zueblin AG
Publication of EP1096105A2 publication Critical patent/EP1096105A2/fr
Publication of EP1096105A3 publication Critical patent/EP1096105A3/fr
Application granted granted Critical
Publication of EP1096105B1 publication Critical patent/EP1096105B1/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

  • Fig. 1 is a cross section through a formwork 8 for lining walls 1 of a tunnel 2 with a tunnel cross-section A is shown.
  • the tunnel cross-section A is smaller than the tunnel cross-section B shown in FIG. 4.
  • the cross-section shown is guided into a prepared concrete area 15 of the tunnel 2 which has just been finished.
  • a movable in the tunnel formwork carriage 7 is essentially formed of a grid frame of hydraulic cylinders 19 and struts 23 and the formwork 8.
  • the formwork 8 consists of a respective lateral formwork 5 for boarding the lateral walls 24 of the tunnel 2 and a ceiling dome 6 on the formwork carriage 7.
  • the formwork 8 is part of the formwork carriage 7 and consists essentially of an outer formwork skin 18th With the hydraulic cylinders 19 and the struts 23, the outer skin 16 is applied to the tunnel wall 1. Between a tunnel floor 25 and the formwork carriage 7, a ceiling dome 11 for producing a tunnel ceiling for the tunnel cross-section B (see Fig. 4) is shown.
  • joints 28 between the hydraulic cylinders 19 and the struts 23 the outer formwork skin 18 can be moved and set in different directions and positions and the ceiling canopy 11 is located on a mobile pedestal such as a Kalottentransportwagen.
  • Fig. 2 shows in a further cross-section through the tunnel 2 as part of the demoulding process, as the lower part 21 'of the lateral formwork 5 was folded into the tunnel interior 22 and also the upper part 21 of the outer formwork 18 of the side formwork 5 pivoted into the tunnel interior 22 is.
  • the respective upper part rests with its upper edge 32 against the tunnel wall 1.
  • the formwork carriage 7 rests in this state on the extendable wheels outside the cross-sectional plane shown.
  • Fig. 2 shows a state in which the formwork carriage 7 has been moved into an already established, hardened area 15 of the tunnel 2 and for the purpose of securing the ceiling dormer 6 on the wall 1 until it stops against the tunnel ceiling 10 by means of the extendable not shown Wheels was raised. In the position shown, the ceiling dome 6 is fastened to the tunnel ceiling 10, detached from the formwork carriage 7, the formwork carriage 7 is lowered and moved into the newly created section 16 (FIG. 4).
  • Fig. 3 shows in a cross section through the tunnel 2 another way to raise the ceiling dome 6 for the purpose of attachment to an already hardened area 15 of the tunnel 2.
  • the folded toward the tunnel interior lower part 21 'of the outer formwork skin 18 of the lateral formwork 5 acts as a support leg of the formwork carriage. 7
  • Fig. 7 illustrates in a further cross-sectional view through the tunnel 2, that the formwork carriage 7 is deposited on the inwardly folded lower parts 21 'of the formwork skin 18 of the lateral formwork 5.
  • the lower parts 21 ' act as support feet for the formwork carriage. 7
  • FIG. 8 shows, in a further cross-sectional view through the tunnel 2, the overall system consisting of formwork carriage 7 and ceiling dome 11 for producing the tunnel ceiling 12 of the tunnel cross-section B.
  • Fig. 9 the formwork carriage 7 is shown in a relation to FIG. 8 raised position, so that the ceiling dome 11 has reached the nominal size of the later tunnel ceiling 12. Furthermore, the formwork carriage 7 is laterally expanded to the nominal size of the tunnel wall 1, wherein also the former served as support feet having lower parts 21 'of the formwork 18 of the side formwork 5 are folded back out to the tunnel wall 1. Supporting function for the formwork carriage 7 now take extendable feet 34 on the lower side 35 of the lower, retractable parts 21 'of the formwork 18. Under the formwork carriage 7, a second, large ceiling dome 11 for producing the tunnel ceiling 12 of the tunnel cross-section B is shown. The ceiling dome 11 is being brought to a second formwork carriage, which is working on another tunnel section. The method can also be used with a constant tunnel cross section.

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)
  • Moulds, Cores, Or Mandrels (AREA)

Claims (6)

  1. Procédé pour le coffrage de parois (1) d'un tunnel (2) avec une première et une seconde sections de tunnel (A, B) à l'aide d'un coffrage (8) pouvant être séparé en au moins un coffrage (5) latéral et une calotte de plafond (6) et déplaçable avec un chariot de coffrage (7), le procédé comprenant les étapes suivantes :
    a) éloignement du coffrage (5) latéral de la paroi (1) terminée et abaissement du chariot de coffrage (7) une fois que le béton a obtenu une rigidité suffisante dans la section (9) bétonnée du tunnel (2).
    b) Détachement de la calotte de plafond (6) pour la construction d'une couverture de tunnel de la section de tunnel (A) du chariot de coffrage (7) et procédé du chariot de coffrage (7) dans une zone de tunnel contiguë avec l'autre section du tunnel (B).
    c) Pose d'une calotte de plafond (11) pour la fabrication d'un plafond de tunnel (12) avec l'autre section de tunnel (B) sur le chariot de coffrage (7) et adaptation du coffrage (5) latéral et de la calotte de plafond (11) à la cote prescrite de l'autre section de tunnel (B).
    d) Bétonnage de la cavité (13) entre le coffrage (8) et la paroi de tunnel.
    e) Répétition des étapes du procédé a) jusqu'à d).
  2. Procédé selon l'a revendication 1,
    caractérisé en ce que la calotte de plafond (6) pour la fabrication d'un plafond de tunnel (10) de la section de tunnel (A) dans une zone (15) déjà construite et durcie du tunnel (2) est fixée sur la paroi (1) et y reste de façon temporaire.
  3. Procédé selon la revendication 2,
    caractérisé en ce que la calotte de plafond (6) pour la fabrication d'un plafond de tunnel (10) de la section de tunnel (A) est déplacée sur le chariot de coffrage (7) abaissé à l'emplacement où la calotte de plafond (6) reste de façon temporaire sur la paroi (1) et le chariot de coffrage (7) est déplacé sans la calotte de plafond (6) dans une section (16) à reconstruire du tunnel (2), après quoi les étapes du procédé c), d) et e) sont mises en oeuvre.
  4. Procédé selon l'une quelconque des revendications 1 à 3,
    caractérisé en ce que la calotte de plafond (11) pour la fabrication du plafond de tunnel (12) de la section de tunnel (B) est transportée dans l'état plié vers l'intérieur sous un chariot de traitement complémentaire (17) en direction de la nouvelle section du tunnel (16) à construire vers le chariot de coffrage (7) ou sous le chariot de coffrage (7).
  5. Procédé selon l'une quelconque des revendications 1 à 4,
    caractérisé en ce que les sections de tunnel (A, B) sont différentes, en particulier de grandeur différente.
  6. Coffrage pour le coffrage de parois (1) d'un tunnel (2) avec une section de tunnel (A, B) et un intérieur de tunnel (22), comprenant un chariot de coffrage (7) avec un coffrage (7) latéral et une calotte de plafond (6, 11) pour la formation d'une pellicule de coffrage (18) ainsi que des vérins hydrauliques (19) pour le coffrage (5) latéral,
    caractérisé en ce que la pellicule de coffrage (18) du coffrage (5) latéral avec les vérins cylindriques (19) est adaptée à la section de tunnel (A, B) respective et en ce que pour chaque section de tunnel (A, B) est prévue une calotte de plafond (6, 11) de grandeur appropriée et les calottes de plafond (6, 11) peuvent être pliées de telle sorte qu'elles peuvent être transportées au-dessous d'un chariot de traitement complémentaire et sous le chariot de coffrage (7) et la pellicule de coffrage (18) du coffrage (5) latéral présente au moins une articulation (20) qui permet de plier une partie (21) inférieure de la pellicule de coffrage (18) du coffrage (5) latéral à l'intérieur du tunnel (22).
EP00123298A 1999-10-28 2000-10-27 Procédé pour coffrer les parois d'un tunnel et coffrage pour utilisation avec le procédé Expired - Lifetime EP1096105B1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE19951837 1999-10-28
DE19951837 1999-10-28
DE19955391 1999-11-18
DE19955391 1999-11-18

Publications (3)

Publication Number Publication Date
EP1096105A2 EP1096105A2 (fr) 2001-05-02
EP1096105A3 EP1096105A3 (fr) 2004-01-07
EP1096105B1 true EP1096105B1 (fr) 2006-03-01

Family

ID=26055395

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00123298A Expired - Lifetime EP1096105B1 (fr) 1999-10-28 2000-10-27 Procédé pour coffrer les parois d'un tunnel et coffrage pour utilisation avec le procédé

Country Status (3)

Country Link
EP (1) EP1096105B1 (fr)
AT (1) ATE318991T1 (fr)
DE (1) DE50012287D1 (fr)

Families Citing this family (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT1320275B1 (it) * 2000-03-24 2003-11-26 Mecsider S P A Carro porta-forma a dimensioni regolabili per gallerie.
DE102004060653B4 (de) * 2004-12-16 2007-06-21 Doka Industrie Gmbh Schalungsanordnung und Verfahren zum Aufbauen einer Schalungsanordnung
EA200600872A1 (ru) * 2006-03-20 2007-06-29 Закрытое Акционерное Общество «Проектно-Строительное Объединение "Система-Галс"» (Зао «Псо "Система-Галс"») Опалубка для бетонирования тоннелей открытого способа возведения
CH702134B1 (de) * 2008-02-13 2011-05-13 Joerimann Stahl Ag Schalungsvorrichtung.
ES2442040B1 (es) * 2011-01-04 2014-12-10 Peri, S.A. Encofrado para hormigonar el revestimiento interior de túneles.
EP2626509B1 (fr) * 2012-02-08 2015-04-08 Kern Tunneltechnik SA Appareillage de coffrage
JP6296935B2 (ja) * 2014-07-29 2018-03-20 鹿島建設株式会社 覆工コンクリートの型枠装置、及び覆工コンクリートの施工方法
JP6391419B2 (ja) * 2014-10-22 2018-09-19 鹿島建設株式会社 覆工コンクリートの施工方法、及び覆工用セントル
CN105986829A (zh) * 2015-02-10 2016-10-05 池州恒毅设备制造有限公司 一种砼衬砌钢模台车及其加工工艺
CN105986828A (zh) * 2015-02-10 2016-10-05 池州恒毅设备制造有限公司 一种全液压砼衬砌钢模台车
IT201700017631A1 (it) 2017-02-16 2018-08-16 Emmerre S R L Cassaforma per la realizzazione di manufatti in calcestruzzo
CN108104841B (zh) * 2017-12-14 2019-05-17 倪立源 一种高速公路长隧道紧急停车带衬砌台车
IT201800006588A1 (it) 2018-06-22 2019-12-22 Cassaforma per la realizzazione di manufatti in calcestruzzo
CN108868832B (zh) * 2018-08-23 2024-03-19 中铁二十一局集团第三工程有限公司 隧道二衬混凝土施工无门架模板台车
CN111365024B (zh) * 2020-03-31 2021-09-21 中铁五局集团有限公司 变断面可调式衬砌台车的调节方法
CN111365027A (zh) * 2020-03-31 2020-07-03 中铁五局集团有限公司 变断面可调式衬砌台车
CN111365025A (zh) * 2020-03-31 2020-07-03 中铁五局集团有限公司 用于衬砌台车的变断面可调式拱模装置
WO2021237402A1 (fr) * 2020-05-25 2021-12-02 保利长大海外工程有限公司 Chariot de revêtement assemblé permettant une rotation rapide
CN113374511A (zh) * 2021-08-04 2021-09-10 中交一公局厦门工程有限公司 一种特长隧道施工用可折叠伸缩加宽段二衬台车
IT202100025274A1 (it) 2021-10-01 2023-04-01 Sointek S R L Attrezzatura per il supporto e la movimentazione di casseforme per la realizzazione di gallerie

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2550030C2 (de) 1975-11-07 1977-11-10 C. Baresel Ag, 7000 Stuttgart Wandernde Schalung zum Einsatz für den Tunnel- oder Stollenbau
DE2815846C2 (de) * 1978-04-12 1981-10-01 Bernold AG, Walenstadt Verstellbare Stahlschalung, vorzugsweise für den Stollen- und Tunnelbau
FR2756312B1 (fr) * 1996-11-28 1999-01-15 Parra Robert Dispositif de coffrage de tunnel

Also Published As

Publication number Publication date
EP1096105A2 (fr) 2001-05-02
DE50012287D1 (de) 2006-04-27
ATE318991T1 (de) 2006-03-15
EP1096105A3 (fr) 2004-01-07

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