EP1096105A2 - 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
EP1096105A2
EP1096105A2 EP00123298A EP00123298A EP1096105A2 EP 1096105 A2 EP1096105 A2 EP 1096105A2 EP 00123298 A EP00123298 A EP 00123298A EP 00123298 A EP00123298 A EP 00123298A EP 1096105 A2 EP1096105 A2 EP 1096105A2
Authority
EP
European Patent Office
Prior art keywords
tunnel
formwork
section
ceiling
carriage
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
EP00123298A
Other languages
German (de)
English (en)
Other versions
EP1096105A3 (fr
EP1096105B1 (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

  • the invention relates to a method for boarding Walls of a tunnel according to the preamble of the claim 1 and a formwork for performing the method according to the preamble of claim 5.
  • DE 25 50 030 B1 describes a moving formwork for Boarding the contours of tunnel or tunnel excavations known.
  • the moving formwork sees a formwork wagon or a support frame, being on the formwork carriage or the support frame one extendable in the vertical and lateral direction and retractable formlining is arranged for adjustment the formwork to the change in cross section to allow the inner reveal of a tunnel. It will also proposed two or more such formwork carriages to run in a row.
  • the invention has for its object the construction of tunnels accelerate with changing cross-section and at the same time to minimize the cost of materials for formwork carriages.
  • This task is accomplished by a method with the characteristics of claim 1 and by a device with the features of claim 5 solved.
  • a formwork to carry out the procedure for boarding of walls of a tunnel provides that the formlining of the side formwork with Hydraulic cylinders adapted to the tunnel cross-section and for corresponding to each tunnel cross-section, different sizes is available.
  • the ceiling domes have articulation points that allow the Ceiling caps are foldable so that they can be placed under a treatment trolley and transported under the formwork carriage can be.
  • the formlining of the side formwork are each provided with at least one joint, the it allows the lower part of the formlining of the side Folding formwork into the tunnel. By lower Parts of the side formwork around the bottom Can be pivoted into the interior of the tunnel Support feet for supporting the formwork with the formwork carriage.
  • the formwork carriage is expanded or contracted preferably by means of hydrostatic control elements.
  • Fig. 1 is a cross section through a formwork 8 for Boarding walls 1 of a tunnel 2 with one Tunnel cross section A shown.
  • the tunnel cross section A is smaller than the tunnel cross section B shown in FIG. 4 cross section shown is in a concrete, created area 15 of the tunnel 2.
  • An im Tunnel movable formwork carriage 7 is essentially made of one Grid frame made of hydraulic cylinders 19 and struts 23 and the formwork 8 is formed.
  • the formwork 8 consists of each a side formwork 5 for boarding the side Walls 24 of the tunnel 2 and a ceiling cap 6 the formwork carriage 7.
  • the formwork 8 is part of the formwork carriage 7 and consists in essentially from an outer formlining 18.
  • the outer Formwork skin 18 applied to the tunnel wall 1.
  • a ceiling cap 11 for the production of a tunnel ceiling for the tunnel cross section B (see FIG. 4).
  • the ceiling cap 11 is on a mobile base such as one Transport dolly 26.
  • joints 28 between the hydraulic cylinders 19 and the struts 23 can outer formlining 18 in different directions and positions driven and posed.
  • the outer formlining 18 the lateral formwork 5 on each side 30, 31 of the formwork carriage 7 is composed of two parts, an upper part 21 and a lower part 21 'together.
  • the parts 21, 21 ' are each connected to a joint 20.
  • Wheels on hydraulically extendable supports for moving the Schalwagens 7. The wheels are in front of and behind the Formwork carriage and are therefore in the cross section shown Not shown.
  • the ceiling cap 6 also rests on hydraulic cylinders 19 on formwork carriage 7.
  • FIG. 2 shows a further cross section through the tunnel 2 as part of the demoulding process, like the lower part 21 'of the side formwork 5 folded into the tunnel interior 22 and also the upper part 21 of the outer formlining 18 the side formwork 5 pivoted into the tunnel interior 22 is.
  • the upper part in each case lies with its upper edge 32 at the tunnel wall 1.
  • the formwork carriage 7 rests in this Condition on the extendable wheels outside the shown Cross-sectional level.
  • FIG. 2 shows a state in which the formwork carriage 7 in an already created, hardened Area 15 of tunnel 2 was driven and to Purpose of fastening the ceiling cap 6 to the wall 1 until the stop on the tunnel ceiling 10 by means of the extendable wheels shown was raised.
  • the dome 6 on the tunnel ceiling 10 attached, detached from the formwork carriage 7, the formwork carriage 7 lowered and into the section 16 to be created (Fig. 4) driven.
  • FIG. 3 shows a cross section through the tunnel 2 another possibility, the ceiling cap 6 for the purpose of attachment on an already hardened area 15 of the tunnel 2 to raise.
  • the one that worked towards the inside of the tunnel lower part 21 'of the outer formlining 18 of the lateral Formwork 5 acts as a support leg of the formwork carriage 7.
  • the ceiling cap 6 is then by extending hydraulic cylinders 19 brought into contact with the tunnel ceiling 10 and attached there.
  • the formwork carriage 7 is from the ceiling cap 6 solved and in the newly created tunnel section hazards.
  • Tunnel wall 1 shows a further cross section through a new one creating tunnel section 16 shown.
  • the formwork carriage 7 drove into this tunnel section 16 without a ceiling cap been.
  • the tunnel 2 has an enlarged cross-section at this point for an alternative point 33 on the left side of tunnel 2.
  • the one to be created Tunnel wall 1 is already shown.
  • FIG. 5 Recognized in a further cross-sectional illustration in FIG. 5 the formwork carriage 7, which is placed in the middle of the tunnel 2.
  • the formwork carriage 7 is expanded on both sides 30, 31 to adapt it to the new, larger tunnel cross section B.
  • the tunnel wall 1 to be created is shown.
  • FIG. 7 is a further cross-sectional illustration through the tunnel 2 illustrates that the formwork carriage 7 on the inwardly folded lower parts 21 'of the formlining 18 of the side formwork 5 is deposited.
  • FIG. 8 is a further cross-sectional illustration through the tunnel 2 the entire system of formwork carriages 7 and Ceiling dome 11 for the manufacture of the tunnel ceiling 12 of the Tunnel cross section B shown.
  • the formwork carriage 7 is in a compared to FIG. 8 shown raised position so that the ceiling cap 11th has reached the target dimension of the future tunnel ceiling 12.
  • Farther is the formwork carriage 7 laterally up to the nominal size the tunnel wall 1 expands, the former as Supporting feet served lower parts 21 'of the formlining 18 of the side formwork 5 back out to the tunnel wall 1 are folded.
  • Supporting function for the Formwork carriage 7 now take extendable feet 34 on the lower Page 35 of the lower, retractable parts 21 'of Formwork skin 18.
  • Under the formwork carriage 7 is a second, large one Ceiling dome 11 for the manufacture of the tunnel ceiling 12 of the Tunnel cross section B shown.
  • the ceiling cap 11 is straight brought to a second formwork carriage, the one on another Tunnel section works.
  • the procedure is also at constant tunnel cross-section applicable.

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)
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 true EP1096105A2 (fr) 2001-05-02
EP1096105A3 EP1096105A3 (fr) 2004-01-07
EP1096105B1 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)

Cited By (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1136650A1 (fr) * 2000-03-24 2001-09-26 MECSIDER S.p.A. Chariot ajustable en taille pour coffrage de tunnel
DE102004060653A1 (de) * 2004-12-16 2006-07-06 Doka Industrie Gmbh Schalungsanordnung und Verfahren zum Aufbauen einer Schalungsanordnung
EA008577B1 (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.
EP2626509A1 (fr) * 2012-02-08 2013-08-14 Kern Tunneltechnik SA Appareillage de coffrage
ES2442040R1 (es) * 2011-01-04 2014-03-04 Peri, S.A. Encofrado para hormigonar el revestimiento interior de túneles.
JP2016030967A (ja) * 2014-07-29 2016-03-07 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
JP2016079773A (ja) * 2014-10-22 2016-05-16 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
CN108104841A (zh) * 2017-12-14 2018-06-01 钱珅东 一种高速公路长隧道紧急停车带衬砌台车
CN108868832A (zh) * 2018-08-23 2018-11-23 中铁二十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
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
CN111365024A (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的调节方法
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
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
US11162268B2 (en) 2017-02-16 2021-11-02 Sointek S.R.L. Formwork having adjustable curvature for producing concrete products with a curved profile
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
US11408283B2 (en) 2018-06-22 2022-08-09 Sointek S.R.L. Formwork for the production of concrete articles
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
IT202300002424A1 (it) 2023-02-13 2024-08-13 Sointek S R L Attrezzatura per il supporto e la movimentazione di casseforme per la realizzazione di gallerie
CN119567395A (zh) * 2024-12-10 2025-03-07 保利长大工程有限公司 预制护栏的加工设备及其加工方法

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2550030B1 (de) 1975-11-07 1977-03-31 C. Baresel Ag, 7000 Stuttgart Wandernde schalung zum einsatz fuer den tunnel- oder stollenbau

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2550030B1 (de) 1975-11-07 1977-03-31 C. Baresel Ag, 7000 Stuttgart Wandernde schalung zum einsatz fuer den tunnel- oder stollenbau

Cited By (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1136650A1 (fr) * 2000-03-24 2001-09-26 MECSIDER S.p.A. Chariot ajustable en taille pour coffrage de tunnel
DE102004060653A1 (de) * 2004-12-16 2006-07-06 Doka Industrie Gmbh Schalungsanordnung und Verfahren zum Aufbauen einer Schalungsanordnung
DE102004060653B4 (de) * 2004-12-16 2007-06-21 Doka Industrie Gmbh Schalungsanordnung und Verfahren zum Aufbauen einer Schalungsanordnung
EA008577B1 (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.
ES2442040R1 (es) * 2011-01-04 2014-03-04 Peri, S.A. Encofrado para hormigonar el revestimiento interior de túneles.
EP2626509A1 (fr) * 2012-02-08 2013-08-14 Kern Tunneltechnik SA Appareillage de coffrage
JP2016030967A (ja) * 2014-07-29 2016-03-07 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
JP2016079773A (ja) * 2014-10-22 2016-05-16 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
US11162268B2 (en) 2017-02-16 2021-11-02 Sointek S.R.L. Formwork having adjustable curvature for producing concrete products with a curved profile
CN108104841A (zh) * 2017-12-14 2018-06-01 钱珅东 一种高速公路长隧道紧急停车带衬砌台车
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
US11408283B2 (en) 2018-06-22 2022-08-09 Sointek S.R.L. Formwork for the production of concrete articles
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
CN108868832A (zh) * 2018-08-23 2018-11-23 中铁二十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
CN111365024A (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的调节方法
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
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
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
EP4159975A1 (fr) 2021-10-01 2023-04-05 Sointek S.r.l. Équipement de support et de déplacement des coffrages pour la construction de tunnels
IT202300002424A1 (it) 2023-02-13 2024-08-13 Sointek S R L Attrezzatura per il supporto e la movimentazione di casseforme per la realizzazione di gallerie
CN119567395A (zh) * 2024-12-10 2025-03-07 保利长大工程有限公司 预制护栏的加工设备及其加工方法

Also Published As

Publication number Publication date
EP1096105A3 (fr) 2004-01-07
EP1096105B1 (fr) 2006-03-01
ATE318991T1 (de) 2006-03-15
DE50012287D1 (de) 2006-04-27

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