EP0873451B1 - Structure de construction partiellement en surplomb dans le sous-sol naturel et procede de rev tement d'une section de paroi en surplomb dans le sous-sol naturel - Google Patents

Structure de construction partiellement en surplomb dans le sous-sol naturel et procede de rev tement d'une section de paroi en surplomb dans le sous-sol naturel Download PDF

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Publication number
EP0873451B1
EP0873451B1 EP96940978A EP96940978A EP0873451B1 EP 0873451 B1 EP0873451 B1 EP 0873451B1 EP 96940978 A EP96940978 A EP 96940978A EP 96940978 A EP96940978 A EP 96940978A EP 0873451 B1 EP0873451 B1 EP 0873451B1
Authority
EP
European Patent Office
Prior art keywords
layer
building structure
natural ground
structure according
overhanging
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
EP96940978A
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German (de)
English (en)
Other versions
EP0873451A1 (fr
Inventor
Roland F. Wolfseher
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.)
MBT Holding AG
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MBT Holding AG
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Filing date
Publication date
Application filed by MBT Holding AG filed Critical MBT Holding AG
Priority to EP96940978A priority Critical patent/EP0873451B1/fr
Publication of EP0873451A1 publication Critical patent/EP0873451A1/fr
Application granted granted Critical
Publication of EP0873451B1 publication Critical patent/EP0873451B1/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
    • E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
    • 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
    • E21D11/105—Transport or application of concrete specially adapted for the lining of tunnels or galleries ; Backfilling the space between main building element and the surrounding rock, e.g. with concrete
    • 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
    • E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
    • E21D11/383—Waterproofing; Heat insulating; Soundproofing; Electric insulating by applying waterproof flexible sheets; Means for fixing the sheets to the tunnel or cavity wall

Definitions

  • the present invention relates to a building structure according to The preamble of claim 1, a method for lining a overhanging natural ground wall section according to the preamble of Claim 10 and use of the method.
  • CH-A-560 811 describes a method for sealing Walls of engineering structures made of concrete, in which one a 1 to 30 mm thick on the raw surface of the building Applying a layer of an elastic bitumen elastomer adhesive, a plastic film with this adhesive layer under the influence of heat fully glued and then the film with another 1 to 10 mm thick layer of an elastic material for protection against mechanical damage.
  • Fig. 1 is a tunnel structure commonly used today based on a cross section through a tunnel tube shown.
  • a first layer 5 is applied to the tunnel tube.
  • she is either by means of a formwork with segments and repeated Backfilling mortar or created as a shotcrete layer.
  • this layer 5 there is a sealing layer 7 made of plastic, in the form of welded, prefabricated film sections made of polyethylene or soft PVC. So in the future emerging leaks, in a limited surface area, localized and a corresponding re-sealing made can be, is the sealing layer formed as a film 7 divided into partitioned zones.
  • the actual load-bearing layer 9 follows Shells and backfills are formed, the respective according to static requirements, with steel reinforcement armored.
  • the building structure according to the invention is concerned preferably and according to claim 9, a tunnel structure, and following the wording of claim 15 the mentioned method preferably for the lining of Tunnel tubes used.
  • the first layer will - analogous to 5 of FIG. 1 - preferably essentially Shotcrete formed and the sealing layer - analogous to 7 of Fig. 1 - provided between the first and the second layer.
  • a sealing layer continues on the first layer - analogous to 5 of FIG. 1 - clawed in that the latter mentioned on the surface Layer profiles are formed, preferably with a density that meets the respective stress requirements corresponds.
  • sealing layer is provided embedded granules, preferably in the form of grit, with which an optimal anchoring profile is realized for an outward-connecting layer, such as in particular for the second layer - analogous to 9 of FIG. 1.
  • the sealing layer as a sprayed Foil formed, for example from a polyurethane reaction resin. It is either directly on the natural ground, the inherent surface profiling directly as claw profiling acts, or on an analogy to shift 5 of Fig. 1 formed first layer sprayed.
  • the sealing layer can be sprayed become, which is much less expensive than the known Foil application.
  • the entire layer composite can, due to the positive Clawing, absorbing shear stresses.
  • the resultant due to the clawing according to the invention Possibility to spray the layers mentioned, for example Manufacturing from shotcrete leaves the problem no longer regarding concrete compaction in the crown area come up.
  • the further resulting from the clawing according to the invention Possibility to spray all layers of the cladding realizing enables a continuous Feed with far less problematic material replenishment.
  • the Cladding local widening and narrowing as well Cladding tubes with smaller radii of curvature is no problem.
  • a first layer 5a is deposited, which is preferably made of shotcrete. Shortly before the end of the The molding process is profiled by mechanical intervention worked into the surface of layer 5a or through special spray technology, e.g. by spraying with saccaded Feed. The profiling is formed by knobs, Bars, grooves, etc.
  • the sealing layer 7a is sprayed on, for example by Use of a reactive polyurethane resin.
  • the film-like Layer 7a practically forms the profiling of surface 15 1: 1 to the outside.
  • the sealing layer 7a preferably again by concrete spraying, the Layer 9a applied, which with the layer 7a the layer 5a claws thanks to their surface profile.
  • a layer composite is thus created, which is also in the zone of the sealing layer 7a due to the claw in same mass as the layers 5a and 9a shear stresses can record.
  • anchors 17 can be used if desired anchoring layer 9a and / or layer 5a be realized with the natural ground.
  • FIG. 3 shows a further building structure according to the invention.
  • Spraying onto the natural ground surface 1 applied a relatively thick sealing layer 7b, which the inherent profiling of the natural surface 1 clawed.
  • a polymer concrete is used for this purpose, for example.
  • the surface is initially exposed the sealing layer 7b, as with reference to FIG. 2a with respect to the Layer 5a has been explained, preferably by mechanical intervention with a given density, profiled, be it through Knobs and / or channels and / or grooves and / or notches etc.
  • the layer 9a is applied directly to the sealing layer 7b, preferably again by concrete spraying, and clawed the profile at 17 with the sealing layer 7b.
  • anchors 17a are provided, which the Anchor layer 9a to the natural subsurface and thus also its Make more use of load capacity.
  • one of the at least two layers to be provided are used directly as a sealing layer. On the one hand, it is due to the inherent profiling anchored, on the other hand there is a Profiling 17 provided, followed by the subsequent Layer 9a claws.
  • the relatively thick sealing layer there 7b to a film-like, thin sealing layer 7c which is sprayed directly onto the micro- and macro-profiled natural surface 1 sprayed becomes.
  • the layer 9a is applied directly to the sealing layer 7c, again preferably applied by concrete spraying and claws over layer 7c with the inherent surfaces inherent Profilings. If necessary, the Layer 9a in turn anchored to the natural ground by means of anchors 17b become.
  • FIG. 4a in FIG. 4b and FIG. 2a in FIG. 2b further preferred embodiments of the sealing layer 7c or 7a sprayed on in the form of a film are shown.
  • granules 19c or 19a are embedded in the layer material, preferably grit.
  • FIG. 3 it is also possible, with a view of FIG. 3, to realize the profiling 17 shown there, as shown at 19b, in that, before the spray application for the layer 7b is completed, a layer of granules, preferably a grit, into the still soft plastic mass of the Layer 7b is shot.
  • Fig. 1 results in a smallest radius of curvature Tube cross-section of approx. 5.5 m through the inventive Procedure already in accordance with FIG. 2a a reduction in the cladding thickness D by about 20cm, according to the dashed entry at D '. It goes without saying that starting out of a required opening of a tunnel tube, this says nothing more than that the tube to be broken out can be made correspondingly smaller.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Geology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Soil Working Implements (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)
  • Building Environments (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Revetment (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Body Structure For Vehicles (AREA)
  • Supports For Pipes And Cables (AREA)

Claims (15)

  1. Structure de construction partiellement en surplomb, comportant
    une couche d'étanchéité (7a,7b,7c) déposée en tant que première couche sur le sous-sol naturel;
    une seconde couche (9,9a) de forme rigide, déposée sur la couche d'étanchéité,
    caractérisée en ce que
    la première couche (7a,7b,7c) et la seconde couche (9,9a) sont accrochées réciproquement selon une liaison par formes complémentaires de telle sorte qu'elles forment un ensemble composite de couches qui absorbe des contraintes de cisaillement essentiellement comme la seconde couche (9,9a).
  2. Structure de construction selon la revendication 1, caractérisée en ce que la première couche (7b,7c) est déposée directement sur le sous-sol naturel ou que la première couche (7a) est disposée directement sur une autre couche (5a), et que ces couches (7b,7c), la seconde couche (9,9a) et le sous-sol naturel ou l'autre couche (5) forment l'ensemble composite stratifié.
  3. Structure de construction selon l'une des revendications 1 ou 2, caractérisée en ce que l'ensemble composite de couches est formé par accrochage des couches, qui forment cet ensemble composite, à l'aide de profils conformés.
  4. Structure de construction selon l'une des revendications 1 à 3, caractérisée en ce que la surface, sur laquelle la première couche (7a,7b,7c) est déposée, déforme cette couche, et que la seconde couche (9,9a) est accrochée, de manière à former l'ensemble composite de couches, aux déformations formées par ladite surface sur ladite première couche (7a,7b,7c).
  5. Structure de construction selon l'une des revendications 1 à 4, caractérisée en ce que des granulés, de préférence sous la forme de gravillons, sont insérés dans la première couche (7a,7b,7c) et que ces granulés forment sur cette couche des profils d'ancrage pour la seconde couche.
  6. Structure de construction selon l'une des revendications 1 à 5, caractérisée en ce que la première couche (7a,7b,7c) est constituée par au moins une feuille moulée par injection, de préférence formée de résine réactive à base de polyuréthane.
  7. Structure de construction selon l'une des revendications 1 à 6, caractérisée en ce qu'au moins la seconde couche (9,9a) est armée, de préférence au moyen d'entretoises préassemblés ou à l'aide de fibres et/ou au moyen d'une armature en acier.
  8. Structure de construction selon l'une des revendications 1 à 7, caractérisée en ce que la seconde couche (9,9a) est constituée de façon prépondérante par du béton projeté.
  9. Structure de construction selon l'une des revendications 1 à 8, caractérisée en ce qu'elle est agencée sous la forme d'un tunnel.
  10. Procédé pour habiller une section de paroi de sol naturel en surplomb, selon lequel on dépose sur la surface du sol naturel, une couche d'étanchéité - en tant que première couche ainsi qu'une seconde couche de forme rigide, qui est extérieure par rapport à la première couche, caractérisé en ce qu'on établit au moyen de profils qui engrènent réciproquement selon une liaison par formes complémentaires, l'ensemble composite formé des deux couches, qui supporte des contraintes de cisaillement essentiellement comme la seconde couche.
  11. Procédé selon la revendication 10, caractérisé en ce qu'on dispose la première couche sur le sol naturel sous la forme d'une couche plus épaisse qui suit, à la manière d'une feuille, le contour profilé de la section de paroi du sol naturel ou aplanit pour l'essentiel ce contour profilé et qu'on dépose cette couche de préférence par projection, la couche étant constituée de préférence par un matériau contenant au moins une matière plastique.
  12. Procédé selon la revendication 11, caractérisé en ce qu'on forme, dans la surface libre de la première couche déposée directement sur le sol naturel, des profils de préférence avec une densité donnée de profils par unité de surface.
  13. Procédé selon l'une des revendications 10 à 12, caractérisé en ce qu'on forme la première couche par projection d'une matière plastique, dans laquelle sont insérés des granulés, de préférence des gravillons, et qu'on utilise les granulés en tant que profils d'accrochage.
  14. Procédé selon l'une des revendications 10 à 13, caractérisé en ce qu'on dépose la seconde couche par projection, de préférence par projection de béton, de préférence moyennant simultanément l'injection de fibres d'armature.
  15. Utilisation du procédé selon l'une des revendications 10 à 14, pour l'habillage de tunnels ou pour des revêtements de ponts.
EP96940978A 1996-01-08 1996-12-18 Structure de construction partiellement en surplomb dans le sous-sol naturel et procede de rev tement d'une section de paroi en surplomb dans le sous-sol naturel Expired - Lifetime EP0873451B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP96940978A EP0873451B1 (fr) 1996-01-08 1996-12-18 Structure de construction partiellement en surplomb dans le sous-sol naturel et procede de rev tement d'une section de paroi en surplomb dans le sous-sol naturel

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
EP96100148 1996-01-08
EP96100148A EP0725185A1 (fr) 1996-01-08 1996-01-08 Revêtement d'un tunnel et procédé pour sa fabrication
EP96940978A EP0873451B1 (fr) 1996-01-08 1996-12-18 Structure de construction partiellement en surplomb dans le sous-sol naturel et procede de rev tement d'une section de paroi en surplomb dans le sous-sol naturel
PCT/CH1996/000446 WO1997025484A1 (fr) 1996-01-08 1996-12-18 Structure de construction partiellement en surplomb dans le sous-sol naturel et procede de revêtement d'une section de paroi en surplomb dans le sous-sol naturel

Publications (2)

Publication Number Publication Date
EP0873451A1 EP0873451A1 (fr) 1998-10-28
EP0873451B1 true EP0873451B1 (fr) 2000-06-28

Family

ID=8222393

Family Applications (2)

Application Number Title Priority Date Filing Date
EP96100148A Withdrawn EP0725185A1 (fr) 1996-01-08 1996-01-08 Revêtement d'un tunnel et procédé pour sa fabrication
EP96940978A Expired - Lifetime EP0873451B1 (fr) 1996-01-08 1996-12-18 Structure de construction partiellement en surplomb dans le sous-sol naturel et procede de rev tement d'une section de paroi en surplomb dans le sous-sol naturel

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP96100148A Withdrawn EP0725185A1 (fr) 1996-01-08 1996-01-08 Revêtement d'un tunnel et procédé pour sa fabrication

Country Status (13)

Country Link
US (1) US6193439B1 (fr)
EP (2) EP0725185A1 (fr)
JP (1) JP3889814B2 (fr)
KR (1) KR100473965B1 (fr)
CN (1) CN1161517C (fr)
AT (1) ATE194183T1 (fr)
AU (1) AU1028797A (fr)
BR (1) BR9612416A (fr)
DE (1) DE59605523D1 (fr)
DK (1) DK0873451T3 (fr)
ES (1) ES2148817T3 (fr)
NO (1) NO318999B1 (fr)
WO (1) WO1997025484A1 (fr)

Families Citing this family (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19738488A1 (de) * 1997-09-04 1999-03-11 Willich F Berg Bautechnik Verfahren zur Herstellung einer Drainage und Drainage für Oberflächenwasser im Tunnel- und Bergbau
AU2006200869B2 (en) * 1998-07-20 2008-02-07 Construction Research & Technology Gmbh Waterproof Cladding
GB9815685D0 (en) 1998-07-20 1998-09-16 Mbt Holding Ag Waterproofer
EP1108855B1 (fr) * 1999-12-16 2005-07-06 Valplast AG Voûte étanche et autoportante pour l'étanchement des tunnels souterrains
JP2001355398A (ja) * 2000-06-12 2001-12-26 Denki Kagaku Kogyo Kk トンネル防水方法
US6767164B2 (en) 2000-06-12 2004-07-27 W. R. Grace & Co.-Conn. Tunnel waterproofing construction method
US6793441B2 (en) 2000-06-12 2004-09-21 W. R. Grace & Co.-Conn. Tunnel waterproofing method
JP4459391B2 (ja) * 2000-06-12 2010-04-28 電気化学工業株式会社 トンネル防水工法
EP1267035B1 (fr) * 2001-06-15 2006-07-19 Valplast AG Procédé pour la construction étanche de tunnels souterrains avec une paroi intérieure en béton
CN103334758B (zh) * 2013-07-02 2016-09-07 杭州博顿立体车库有限公司 一种防漏抗渗混凝土咬合式复合井壁及施工方法
JP2016183516A (ja) * 2015-03-26 2016-10-20 大成建設株式会社 トンネル構造およびトンネル施工方法
JP2016199974A (ja) * 2015-04-14 2016-12-01 大成建設株式会社 トンネル施工方法およびトンネル支保構造
KR101790217B1 (ko) * 2016-12-30 2017-10-25 씨카코리아(주) 방수 시스템
CH714877B1 (de) * 2018-04-10 2022-03-31 S & P Clever Reinforcement Company Ag Verfahren zum Sanieren, Reparieren, Verstärken, Schützen oder neu Erstellen von Wellblechtunnels sowie derartige Wellblechtunnels.
CN113423893B (zh) 2018-12-21 2023-03-14 特里姆科有限责任公司 建筑物地基系统
CN114165269B (zh) * 2022-02-14 2022-06-17 山东建筑大学 基于钢混组合支架及喷碹的复合支护系统及其施工工艺

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US3381479A (en) * 1964-03-06 1968-05-07 Silver S P A Method of forming a line in a gallery
BE712437A (fr) * 1967-03-22 1968-07-31
US3698066A (en) * 1970-12-21 1972-10-17 Jennings Bailey Jr Method of producing tunnel or like structure
AT318862B (de) * 1971-05-28 1974-11-25 Sika Ag Verfahren zum Abdichten der Wände von Ingenierbauwerken aus Beton
CH541677A (de) * 1971-09-29 1973-09-15 Bernold Jean Verfahren zur Sicherung der Wand beim Tunnelfräsen
FR2283306A2 (fr) * 1974-08-29 1976-03-26 Lebon Cie Perfectionnements aux reservoirs souterrains d'hydrocarbures
AT339948B (de) * 1975-06-30 1977-11-10 Iso Bau Abdichtungen Im Hoch U Verfahren zum befestigen einer abdichtungsfolie aus kunststoff auf einer unterlage und haltekorper zur befestigung von kunststoffolien zur durchfuhrung des verfahrens
US4129991A (en) * 1977-10-28 1978-12-19 Karl Schaden Method of producing a concrete lined tunnel or other underground excavation
DE3224859A1 (de) * 1982-07-02 1984-01-05 Tunnel Ausbau Technik GmbH, 8036 Herrsching Beton-tunnelauskleidung
DE3336134A1 (de) * 1983-10-05 1985-04-25 Niederberg Chemie Vorrichtung zum befestigen einer kunststoffolie
AT381563B (de) * 1984-03-01 1986-11-10 Semperit Ag Haltekoerper zum befestigen einer abdichtungsfolie aus kunststoff auf einer unterlage
FI69503C (fi) * 1984-03-13 1986-02-10 Neste Oy Ytbelagd bergsbehaollare eller tunnel
SE453113B (sv) * 1986-02-11 1988-01-11 Bergab Berggeolog Undersoek Isoleringssystem for berganleggningar samt forfarande for att astadkomma systemet
DE4200007A1 (de) * 1992-01-02 1993-07-08 Mohr Peter Tunnelabdichtung

Also Published As

Publication number Publication date
BR9612416A (pt) 1999-07-13
ES2148817T3 (es) 2000-10-16
KR19990077082A (ko) 1999-10-25
JP2000502767A (ja) 2000-03-07
EP0873451A1 (fr) 1998-10-28
CN1214095A (zh) 1999-04-14
US6193439B1 (en) 2001-02-27
JP3889814B2 (ja) 2007-03-07
EP0725185A1 (fr) 1996-08-07
KR100473965B1 (ko) 2005-06-23
ATE194183T1 (de) 2000-07-15
AU1028797A (en) 1997-08-01
DE59605523D1 (de) 2000-08-03
WO1997025484A1 (fr) 1997-07-17
CN1161517C (zh) 2004-08-11
DK0873451T3 (da) 2000-10-16
NO318999B1 (no) 2005-06-06
NO983119L (no) 1998-09-03

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