EP0065486A2 - Längliches Werk mit konstantem Querschnitt und Verfahren zum Bauen dieses Werkes - Google Patents

Längliches Werk mit konstantem Querschnitt und Verfahren zum Bauen dieses Werkes Download PDF

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Publication number
EP0065486A2
EP0065486A2 EP82810194A EP82810194A EP0065486A2 EP 0065486 A2 EP0065486 A2 EP 0065486A2 EP 82810194 A EP82810194 A EP 82810194A EP 82810194 A EP82810194 A EP 82810194A EP 0065486 A2 EP0065486 A2 EP 0065486A2
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EP
European Patent Office
Prior art keywords
elements
tubular elements
tubular
lost formwork
tubes
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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
EP82810194A
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English (en)
French (fr)
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EP0065486A3 (en
EP0065486B1 (de
Inventor
Jean-Marie Berset
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Individual
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Individual
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First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=4248446&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0065486(A2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Individual filed Critical Individual
Priority to AT82810194T priority Critical patent/ATE18789T1/de
Publication of EP0065486A2 publication Critical patent/EP0065486A2/de
Publication of EP0065486A3 publication Critical patent/EP0065486A3/fr
Application granted granted Critical
Publication of EP0065486B1 publication Critical patent/EP0065486B1/de
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18—Bulkheads or similar walls made solely of concrete in situ
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/20—Bulkheads or similar walls made of prefabricated parts and concrete, including reinforced concrete, in situ
    • 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
    • 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
    • E21D9/005—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries by forcing prefabricated elements through the ground, e.g. by pushing lining from an access pit

Definitions

  • the present invention relates to an elongated underground structure of constant section having a reinforced concrete structure surrounding at least the part of the cross section of this structure forming a free volume above its bottom, and to a process for manufacturing this structure. work.
  • this solution is supposed to solve the problems inherent in the drilling of an underground passage under a traffic lane in service by avoiding the slowing down of traffic during the works, its implementation requires considerable means, in particular an installation of high power jacks as well as works capable of serving as support for these jacks.
  • the continuous advance of the reinforced concrete structure also poses problems of cylinder length, the hollow structure advancing while the structures serving as support remain fixed.
  • the necessary pressure is considerable taking into account the friction surface which increases as and as this structure sinks. Consequently, this solution poses fairly complex implementation problems which make it costly to produce because of the additional work caused by the structures serving to support the jacks. If it is undeniable that such a solution makes it possible to solve the problem of piercing a passage under a traffic lane in service without significant slowdown in traffic, it is therefore at the cost of significant practical difficulties and an increase construction costs.
  • DOS 759'309 also relates to the construction of an underground structure produced using tubes placed side by side in the part intended to form the ceiling of the structure and linked together by tensioning elements anchored to these tubes. Setting place of these tubes is achieved by sinking into the ground after which a volume is excavated below these tubes. As the excavation progresses, these tubes are supported by props in the form of frames arranged in the cross section of the structure. These tubes are filled with prestressed concrete and the spaces left free between them are filled with shotcrete. The interior of the structure is then lined with traditional masonry. This document does not specify what the supporting structure of this structure consists of or the nature of the interior masonry, simple coating or reinforced m ⁇ r.
  • this load-bearing structure consists only of tubes filled with prestressed concrete due to the lack of cohesion of such a structure, each beam being independent of the adjacent beam and the absence of lateral load-bearing walls. .
  • the masonry work necessary for finishing and whose nature is not specified, should be important.
  • the installation of tension elements anchored to these tubes to link them requires tubes of sufficient diameter to allow a man to enter to do this work.
  • these tubes are then filled with concrete, the volume of concrete required is considerable.
  • These huge cylinders of concrete rest, moreover, on the masonry structure which should be load-bearing and therefore require significant formwork and reinforcement work. This is a technically and economically unsuitable solution to the problem of building an underground structure.
  • the object of the present invention is to remedy these drawbacks at least in part and at the same time offer a technically advantageous solution in itself, both for making underground passages under traffic lanes in service - as well as for drilling and construction of any other elongated underground structure of constant section.
  • the present invention firstly relates to an elongated underground structure of constant section having a reinforced concrete structure surrounding at least the part of the cross section of this structure forming a free volume above its bottom, this structure comprising cylindrical concrete beams injected into tubes extending parallel to each other in the longitudinal direction of this structure, as well as stays in the form of frames arranged transversely inside this structure, characterized by the fact that these tubes are spaced from each other and are interconnected by lost formwork elements, each of which is engaged with two neighboring tubes to delimit the external face of a wall of arene concrete, delimited internally by other elements of lost formwork disposed between these tubes and said struts spaced longitudinally from each other.
  • This invention also relates to a method of constructing this underground structure, characterized in that one successively drives in, turning around the straight section of the structure, said tubular elements and said lost formwork elements connecting these elements tubular, of a certain length and this cycle is repeated if necessary until the total length corresponds to that of the structure, said tubular elements are filled with reinforced concrete, the space delimited by these is excavated tubular elements and the lost formwork elements connecting them, said struts are placed as and when said structure is excavated, inserts the formwork elements lost between these struts and these tubular elements and filled with reinforced concrete the spaces delimited by the lost formwork elements connecting the tubular elements and those which are tangent to them.
  • Fig. 1 illustrates a longitudinal section of an embodiment of an underground passage.
  • Fig. 2 is a view along II-II of FIG. l.
  • Fig. 3 is a detail view in side elevation illustrating a phase of the process.
  • Figs 4 and 5 illustrate two variants of a constructive detail.
  • Fig. 6 is an elevational view of another detail.
  • Fig. 7 illustrates a variant of FIG. 2.
  • the structure illustrated in figs 1 and 2, consists of an underground passage which includes a reinforced concrete structure 2 surrounding the cross section of this passage 1.
  • This reinforced concrete structure is formed on the one hand inside 'tubular elements 3 serving as lost formwork, extending longitudinally at passage 1 and distributed around its cross section, as illustrated in fig. 2.
  • this structure is delimited internally by a lost formwork 4 tangent to the tubular elements and formed by metal profiles protected against corrosion and externally, by sheet piles 5 whose longitudinal edges have profiles 5a engaged in slides longitudinal 6 fixed in substantially diametrically opposite positions against the external face of each tubular element 3.
  • the side walls and the ceiling of this passage are formed by profiled sheets 8 fixed inside the stays 7 in the form of frames.
  • the bottom of the passage receives a raft covered with a covering 9.
  • the method of construction of this passage consists in first driving in the tubular elements 3 and the sheet piles 5 one after the other over a certain length.
  • the tubular elements 3 and the sheet piles 5 can moreover be dimensioned with the length corresponding to that of the desired driving, for example 10 to 12 meters.
  • the slides 6 and the edges 5a of the sheet piles 5 are mutually engaged to guide them as they are driven into the ground.
  • This depression is achieved using a pneumatic horizontal threshing apparatus 10 illustrated schematically in FIG. 3.
  • This device comprises a cylinder containing a free piston of 20 to 160 kg driven in an alternating movement at a frequency between 320 and 460 Hz depending on the model, supplied with pressurized air supplied by a compressor 12, at a pressure of 6 bar.
  • Air consumption is between 1 and 6 m 3 / min and the force developed is between 7 and 85 kpm.
  • the diameter of the cylinder containing the piston is 70 to 155 mm depending on the model and its end ends in an adapter cone 11 to the tubular element 3 made between 140 and 400 mm in diameter.
  • This threshing device of Soviet construction, exists in four models sold in Switzerland by the house R. Lehmann AG 8606 Werrikon b / Uster under the references IP 60. IP 4605, IP4603 and IP500.
  • the apparatus 10 For the insertion of the tubular elements 3, in this example steel tubes 200 mm in diameter, of 12 meters in length and 4.5 mm in wall thickness, the apparatus 10 is positioned in the extension of the longitudinal axis of a tubular element 3 and the cone 11 is applied against the end of this tubular element 3, for example using tension cables 13 anchored in the ground and hooked around the base of the adapter cone 11. The apparatus 10 is then supplied with compressed air supplied by the compressor 12. From the first beats, the adapter cone gets stuck in the opening of the tubular element 3, so that the tensioning cables 13 become unnecessary.
  • the front end of the tubular element 3 can be left open, in which case, the earth fills the interior of this tubular element as it is inserted.
  • the front end of this tubular element 3 can be provided with a conical cover 14, (fig. 4) which avoids having to remove the soil from the interior of this tubular element 3 thereafter.
  • fig. 5 another variant according to which the front end of the tubular element 3 is surrounded by a ring 15 intended to cut in the ground a hole of diameter slightly greater than that of the tubular element 3, which makes it possible to reduce the friction forces and is useful in particular for drilling relatively long passages.
  • a sheet pile 5 is arranged by engaging its profiled edge 5a in one of the slides welded along the tubular element.
  • the adapter cone 11 is replaced at the front of the apparatus 10 by a slot template 16 (fig. 6) intended to receive the rear edge of the sheet pile 5 and the latter is depressed in the same manner as the tubular element 3.
  • the inter-axis of the tubular elements 3 is 65 cm.
  • each tubular element 3 and each sheet pile 5 are depressed alternately until the entire cross section of the underground passage 1 is delimited by this structure.
  • the following operation consists in emptying the tubular elements 3 in the event that these were not provided with a conical cover 14 such as that illustrated in FIG. 4.
  • a pressurized water jet is advantageously used which makes it possible to fluidize the earth and to entrain it outside the tubular conduit. You can also use compressed air or push the earth plug with a piston.
  • the realization of the underground structure which is the subject of the invention therefore does not require any particular accessory infrastructure except supports for the tubular elements and sheet piles during the initial phase of the threshing process.
  • the advance of the tubular elements by threshing is between 8 and 12 cm / min so that a tubular element of 12 m can be inserted in about two hours.
  • this invention is not limited to a work of rectangular section.
  • the reinforced concrete structure extends around the entire straight section of the structure, the bottom of this section may not include such a structure since this party is not coerced.
  • the variant illustrated in FIG. 7 shows an underground structure, the section of which is substantially semi-circular.
  • the reinforced concrete structure is identical to that of the passage illustrated in fig. 2 and comprises tubular elements 3 ′ alternating with sheet piles 5 ′, the structure being internally limited by lost formwork elements 4 ′ slipped between the tubular elements 3 ′ and props each formed by a hoop 17 whose ends are held separated by a spacer 18.
  • the bottom of the structure does not have a reinforced concrete structure but is simply covered with a raft receiving a coating 9 '.
  • This variant is obviously applicable to the example of FIG. 2 as it would also be possible to produce the variant of FIG. 7 with one. reinforced concrete structure with tubes and sheet piles around the entire cross section of the structure.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • Geology (AREA)
  • General Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Paleontology (AREA)
  • Environmental & Geological Engineering (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Piles And Underground Anchors (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
EP82810194A 1981-05-12 1982-05-10 Längliches Werk mit konstantem Querschnitt und Verfahren zum Bauen dieses Werkes Expired EP0065486B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT82810194T ATE18789T1 (de) 1981-05-12 1982-05-10 Laengliches werk mit konstantem querschnitt und verfahren zum bauen dieses werkes.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH3092/81 1981-05-12
CH309281A CH642141A5 (fr) 1981-05-12 1981-05-12 Passage souterrain et procede de construction de ce passage.

Publications (3)

Publication Number Publication Date
EP0065486A2 true EP0065486A2 (de) 1982-11-24
EP0065486A3 EP0065486A3 (en) 1984-08-08
EP0065486B1 EP0065486B1 (de) 1986-03-26

Family

ID=4248446

Family Applications (1)

Application Number Title Priority Date Filing Date
EP82810194A Expired EP0065486B1 (de) 1981-05-12 1982-05-10 Längliches Werk mit konstantem Querschnitt und Verfahren zum Bauen dieses Werkes

Country Status (9)

Country Link
US (1) US4459064A (de)
EP (1) EP0065486B1 (de)
JP (1) JPS57193697A (de)
AT (1) ATE18789T1 (de)
CA (1) CA1171675A (de)
CH (1) CH642141A5 (de)
DE (1) DE3270069D1 (de)
ES (1) ES8401179A1 (de)
ZA (1) ZA823250B (de)

Families Citing this family (17)

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Publication number Priority date Publication date Assignee Title
CH665878A5 (it) * 1984-12-11 1988-06-15 Rodio Found Eng Ltd Procedimento per il consolidamento di terreno nello scavo di gallerie.
SE458443B (sv) * 1985-07-03 1989-04-03 Torbjoern Hahn System foer lagring av vaetska eller gas i ett utrymme i berg
US4666336A (en) * 1985-09-26 1987-05-19 Okumura Corporation Method of and apparatus for building thin lining on tunnel
SE8604940D0 (sv) * 1986-11-19 1986-11-19 Atlas Copco Ab Forfarande och anordning for drivning av en tunnel
US4983077A (en) * 1987-08-26 1991-01-08 Gebhardt & Koenig-Gesteins- Und Tiefbau Gmbh Method and an apparatus for producing fabric-reinforced lining supports or slender supporting structural units
DE3806126A1 (de) * 1988-02-26 1989-09-07 Neuero Stahlbau Gmbh & Co Geschlossener ausbau fuer insbesondere untertaegige grubenstrecken
IT1216116B (it) * 1988-03-16 1990-02-22 Rocksoil Srl Metodo per la costruzione di gallerie di grande luce mediante arco cellulare.
JPH07107359B2 (ja) * 1988-06-15 1995-11-15 株式会社小松製作所 地下空洞施工法及びトンネル掘削機
IT8800601V0 (it) * 1988-12-29 1988-12-29 Borgnini Arsenio Pannello dotato di una sezione trasversale grecata da montare longitudinalmente a rivestimento delle pareti interne delle gallerie stradali
IT1241223B (it) * 1990-05-11 1993-12-29 Trevi D.P.A. Macchina per il consolidamento preventivo degli scavi di gallerie mediante la tecnica dell'ombrello protettivo
DE4125082A1 (de) * 1991-07-16 1993-01-21 Edr Ingbuero Gmbh Verfahren zum ausbau von tunneln o. dgl.
CA2079694C (en) * 1992-10-02 1997-09-09 Charles M. Gryba Undercut excavation method
US6129483A (en) * 1999-01-26 2000-10-10 Rag American Coal Company Prefabricated metal overcast having a crushable lower section
SG180105A1 (en) * 2010-10-28 2012-05-30 Hyundai Eng & Construct Co Ltd Tunnel reinforcement structure and tunnel construction method capable of controlling ground displacement using pressurization
WO2014013508A2 (en) * 2012-07-17 2014-01-23 Council Of Scientific & Industrial Research Stepwise repeated de-stabilisation and stabilisation of highly collapsible soil mass by 'soil nailing technique' used for construction of railway/road underpass
CN110410098B (zh) * 2019-07-29 2021-08-06 西安建筑科技大学 一种过水下土/岩层顶管进中转井的辅助结构及施工方法
JP7649099B2 (ja) * 2022-03-18 2025-03-19 株式会社奥村組 パイプルーフの施工方法、パイプルーフおよびパイプルーフを構成するエレメント

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US2067493A (en) * 1934-08-14 1937-01-12 Universal Hydraulic Corp Membrane lined tunnel and method of constructing same
US2099543A (en) * 1936-01-31 1937-11-16 Stevens Edwin Fenton Concrete interlocking piling
DE871426C (de) * 1942-08-29 1953-03-23 Frankignoul Pieux Armes Verfahren und Vorrichtung zur Herstellung von Spundwaenden aus bewehrtem Beton od. dgl.
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FR1485236A (fr) * 1966-06-30 1967-06-16 Procédé pour déplacer par étapes un corps lourd sur la terre ou dans celle-ci
DE1759309B2 (de) * 1968-04-19 1975-11-20 Polensky & Zoellner, 5000 Koeln Verfahren zum Herstellen von unterirdischen Hohlräumen
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JPS5265936A (en) * 1975-11-28 1977-05-31 Nippon Keemoo Kouji Kk Method of construction of steel pipe system underground structure
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BE884986A (fr) * 1980-08-29 1980-12-16 Entpr S Ed Francois Et Fils S Procede de realisation de toiture pour construction souterraine et toiture obtenue par ce procede
GB2091782B (en) * 1981-01-23 1984-08-15 Inst Gornogo Dela Sibirskogo O Emtying spoil from pipes

Also Published As

Publication number Publication date
ES512094A0 (es) 1983-11-16
ZA823250B (en) 1983-03-30
CH642141A5 (fr) 1984-03-30
EP0065486A3 (en) 1984-08-08
JPH039277B2 (de) 1991-02-08
ATE18789T1 (de) 1986-04-15
DE3270069D1 (en) 1986-04-30
JPS57193697A (en) 1982-11-29
EP0065486B1 (de) 1986-03-26
US4459064A (en) 1984-07-10
ES8401179A1 (es) 1983-11-16
CA1171675A (en) 1984-07-31

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