GB1570552A - Method and a machine for continuously lining a tunnel with cast-in-situ compressed concrete - Google Patents

Method and a machine for continuously lining a tunnel with cast-in-situ compressed concrete Download PDF

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Publication number
GB1570552A
GB1570552A GB265077A GB265077A GB1570552A GB 1570552 A GB1570552 A GB 1570552A GB 265077 A GB265077 A GB 265077A GB 265077 A GB265077 A GB 265077A GB 1570552 A GB1570552 A GB 1570552A
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GB
United Kingdom
Prior art keywords
jacks
shield
concrete
casing
tunnel
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
Application number
GB265077A
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.)
Bade & Co GmbH
CFE ENTREPRIS SA
Frankignoul Pieux Armes
Original Assignee
Bade & Co GmbH
CFE ENTREPRIS SA
Frankignoul Pieux Armes
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
Priority claimed from BE163913A external-priority patent/BE838048A/en
Application filed by Bade & Co GmbH, CFE ENTREPRIS SA, Frankignoul Pieux Armes filed Critical Bade & Co GmbH
Publication of GB1570552A publication Critical patent/GB1570552A/en
Expired legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/06Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • E21D9/0607Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining the shield being provided with devices for lining the tunnel, e.g. shuttering

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Description

(54) A METHOD AND A MACHINE FOR CONTINUOUSLY LINING A TUNNEL WITH CAST-IN-SITU COMPRESSED CONCRETE (71) We, BADE & CO. GMBH, a company organised and existing under the laws of the Federal Republic of Germany, of Germaniastrasse 9, 3160 Lehrte, Federal Republic of Germany; COMPAGNIE D'ENTREPRISES OFE S.A., a company organised and existing under the laws of Belgium, of Square Frère-Orban 10, 1040 Bruxelies, Belgium; LES ENTREPRISES ED.FRANCOIS ET FILS S.A., a company organised and existing under the laws of Belgium, of Rue du Cornet 43, 1040 Bruxelles, Belgium; and COMPAGNIE INTER NATIONALE DES PIEUX ARMES FRANKIGNOUL S.A., a company organised and existing under the laws of Belgium, of Rue Retry 796, 4000 Liege, Belgium; do hereby declare the invention, for which we pray that a patent may be granted to us, and the method by which it is to be performed, to be particularly described in and by the following statement: This invention relates to a method and a machine for continuously lining a tunnel with cast-in-situ compressed concrete.
It is known that tunnels can be lined with cast-in-situ concrete. For this purpose, a given section of tunnel, excavated manually or by means of a suitable machine, is generally lined at the same rate as tunnelling advances. Conventional methods and the machines by which they are carried out are designed in such a way that fresh concrete is pumped into the empty space left between the shield and the assembled casing. The thrust jacks of the shield rest against this concrete by way of a pressuredistributing ring. However, the thrust reaction is only possible when the fresh concrete has acquired a given degree of strength which unfortunately represents a loss of time for the advance of tunnelling.Since it is not possible to apply the pressure forces introduced through the distributing ring in a partial, i.e. differentiated, manner, indeterminate, uncontrollable stresses are set up in the fresh concrete.
It follows that, in the case of ground offering very little resistance, the concrete mass is pushed into the ground in accordance with the rules of least resistance. During the necessary corrections to the orientation of the sliield or during tunnelling around curves, unforseeable phenomena linevitably arise. In addition, tunnelling cannot be continued during setting of the concrete Ibecause the trust forces cannot be equalised.
In conventional methods, it is difficult if not impossible, for structural reasons, to introduce and fix with precision a reinicesnent for the concrete in accordance with the rules of the art.
The new method and the machine by which it is carried out enable these disadvantages to be obviated.
Accordingly, the present invention relates to the formation of a tunnel lining during which the cast-in-situ concrete is coinpresed immediately after casting, resulting in considerable advantages in regard to its oompactness and strength just after casting.
The invention provides a method of lining a tunnel with cast-in-situ concrete using a tunnelling machine having a shield which is advanced as tunnelling progresses, comprising installing a casing ring section end-to-end with a previously installed casing ring section having hardened cast-in-situ concrete between it and the surrounding tunnel wall, advancing the shield relative to the tunnel lining using means which react directly against the last installed casing ring section whilst introducing fresh concrete into a space between the last installed casing ring section and the surrounding tunnel wall and subjecting such fresh concrete to pressure while it sets by elements which are operated independently of the reaction forces accompanying advance of the shield to maintain that concrete substantially in equilibrium with respect to the forces occurring thereon.
The cast-in-situ concrete may be provided with longitudinal and circumferential reinforcement.
The invention also provides a tunnelling machine comprising means operable to advance a shield, and means for subjecting a tunnel lining cast-in-situ concrete, after casting to a pressure which can be controlled independently of the reaction forces accompanying operation of said shield advance means, said pressure subjecting means comprising a continuous or sectored sealing ring and a plurality of jacks associated with said sealing ring and being adapted to operate and to be controlled separately or in groups, said jacks being carried by a continuous or sectored pressure distributing ring of said machine, and said shield advance means comprising advance jacks reacting against said pressure-distributing ring.
The sealing ring may be equipped with sealing elements which act against tunnel cas ing elements and a wall of said shield.
Devices for introducing longitudinal re enforcing rods may also be provided in said sealing ring.
One embodiment of the invention will now be described by way of example and with reference to the accompanying drawings, wherein: Figure 1 is a view, partly in section on the line II of Figure 1: of a completely auto mated shield tunnelling machine which is equipped with all the means for carrying out the method according to the invention.
Figure 1' is a section on the line Il-Il of Figure 1.
Figure 1', is a partial section showing one example of longitudinal reinforcement.
Figure 2 shows the first phase of the work ing cycle.
Figure 3 shows the second phase of the working cycle.
Figure 4 shows the third phase of the work ing cycle.
In the shield 1 of a tunnelling machine, for example of the completely mechanised type, there is mounted a drilling head 2 of known type (Figure 1', 1" and Figure 1) moving horizontally by means of a hydraulic jack. In addition, advance jacks 3 and auxiliary jacks 4 are arranged in the shield. The two types of jack are connected to a pressure-distributing ring 5.
This pressure-distributing ring 5 rests on casing elements 6 composed of as many rings as have to be maintained for taking up the thrust forces of the jacks 3 and 4 and for reaching the zone where the concrete has already acquired sufficient strength. In the pressure-distributing ring 5, there are a num ber of other jacks 8 which are controlled independently and which act on a common sealing ring 9 equipped with special sealing elements 10. The reinforcement incorporated is denoted by the reference 11. In addition, elements 12 (Figure 1") intended to ensure the continuity of the longitudinal reinforcement of the tunnel for the cast concrete may be provided parallel to the axis of the tunnel. It is obvious that manual shields or partially mechanised shield 'installations may in principle be equipped in the same way.
Accordingly, the sole function of the advance jacks 3 is to push the shield against the cutting face, whereas the function of the auxiliary jacks 4 is, on the one hand, to assist the advance jacks 3 during the performance of this function and, on the other hand, to remain under pressure in groups against the casing elements during the withdrawal of the advance jacks, as shown in Figure 4, so as to enable the casing to be reinforced and fresh concrete to be pumped in. By contrast, the sole function of the jacks 8, which work independently, is to apply a pressure to the fresh concrete.
The drilling head 2 is supported against a transverse stiffener by way of thrust jacks 16 and supports 15. At its sides, the drilling head 2 is guided by journals 19 in bearings 20 which provide for the tilting movements of the drilling head, as shown in Figure 1.
The method according to the invention and the machine by which it is carried out operate as follows: during the first phase of the working cycle (Figure 2), the drilling head 2, the thrust jacks 3 and the auxiliary jacks 4 are retracted in the shield 1. The reinforcement 11 is prepared and the empty space between the shield 1 and the casing element 6 is filled with fresh concrete by means of a concrete pump: The pressure distributing ring 5, which is connected to the thrust jacks 3 and to the auxiliary jacks 4, rests on the casing elements 6 whilst the freshly cast concrete is compacted both by the pressure of the concrete pump and by the effect of the sealing ring 9 to which the independently controlled jacks 8 are connected.
During the second phase of the working cycle (Figure 3), the shield 1-is pushed frontwards by the thrust jacks 3 and the auxiliary jacks 4, the reaction forces taken up by the pressure-distributing ring 5 being transmitted to the casing elements 6. Since, due to their length, the casing elements 6 rest on the already hardened concrete of the tunnel, it is possible to make precise corrections to the onentation of the shield 1, for example for curves, by a positive control. During the forward movement of the shield 1 by means of the thrust jacks 3 and the auxiliary jacks 4, the drilling head 2 is in operation and excavates the ground. During this working phase it is particularly important for the independent jacks 8 to push their sealing ring 9 against the fresh concrete under controllable pressure, undesirable increases and reductions in pressure being avoided by virtue of the separate control of the jacks 8.
The fresh concrete is then compressed and compacted according to the geological requirements or mechanics of the soil. On completion of the second phase of the working cycle, the shield 1 is pushed forwards by a distance corresponding to the length of stroke of the jacks 3 and the auxiliary jacks 4 and the adjoining soil is excavated by the drilling head 2.
During the third phase of the working cycle, the thrust jacks 3 are retracted whilst the auxiliary jacks 4 remain under pressure in groups against the casing elements 6 (Figure 4). By retracting or extending the groups of auxiliary jacks 4, the longitudinal and circumferential reinforcement 11 may now be placed in position whilst the necessary casing elements 6 may be pre-assembled. The space for the next filling of fresh concrete is created between the end of the shield 1 and the casing element 6. At the same time and during the positioning of the reinforcement 11, the drilling head 2 advances by means of its independent advance jacks 16 along the path available so that no time is lost for the drilling of the tunnel.
To this end, the reaction force remains transmitted to the casing 6 by way of the auxiliary jacks 4.
During the fourth phase of the working cycle, the shield 1 is pushed forward by the thrust jacks 3 and the auxiliary jacks 4 and, at the same time, the fresh concrete is pumped into the empty space. The jacks 8 are actuated in such a way that the sealing ring 9 applies the required pressure to the fresh concrete 7.
The special sealing elements 10 are applied to the casing 6 and to the wall of the shield in such a way that the fresh concrete is unable to escape. Following the application of a suit able pressure to the fresh concrete 7, the jacks 8 with the sealing ring 9 come into operation until the required pressure equilibrium is obtained and keep this equilibrium constant irrespective of the reaction forces which have to be created by the thrust jacks 3 and the auxiliary jacks 4. The drill head 2 is retracted back into the rear position in the shield 1. On completion of this fourth phase of the working cycle, the complete cycle may begin again.
By virtue of the method and the arrange ment of the machine, the casing elements 6 may assume any required form in regard to the moulding of the fresh pumped concrete.
In this way, the moulding of the cast-in-situ compressed concrete may for example be optimally adapted to the static requirements of a tunnel lining in accordance with the geological requirements and mechanics of the soil. The casing elements 6 used are divided up into individual elements in such a way that, on each occasion, they may be separately dismantled after setting of the concrete and may be reassembled for another cycle in the vicinity of the jacks 3 and 4.
It will be appreciated that the casing elements may advantageously be provided with reaction ribs or other formations capable of producing a positive keying effect between the cast-in-situ concrete and the casing elements to improve adhesion therebetween.
WHAT WE CLAIM IS: 1. A method of lining a tunnel with cast-in situ concrete using a tunnelling machine having a shield which is advanced as tunnelling pro gresses, comprising installing a casing ring section end-to-end with a previously installed casing ring section having hardened cast-in situ concrete between it and the surrounding tunnel wall, advancing the shield relative to the tunnel lining using means which react directly against the last installed casing ring section whilst introducing fresh concrete into a space between the last installed casing ring section and the surrounding tunnel wall and subjecting such fresh concrete to pressure while it sets by elements which are operated independently of the reaction forces accom panying advance of the shield to maintain that concrete substantially in equilibrium with respect to the forces occurring thereon.
2. A method as claimed in claim 1, wherein the cast-in-situ concrete is provided with longitudinal and circumferential reinforcement.
3. A method as claimed in claim 1 or claim 2, wherein the casing ring sections are pro vided with reaction ribs or other devices which improve their adhesion to the hardened cast in-situ concrete.
4. A tunnelling machine comprising means operable to advance a shield, and means for subjecting a tunnel lining of cast-in-situ con crete, after casting to a pressure which can Ibe controlled independently of the reaction forces accompanying operation ob said shield advance means, said pressure subjecting means comprising a continuous or sectored sealing ring and a plurality d jacks associated with said sealing ring and being adapted to operate and to be controlled separately or in groups, said jacks being carried by a continuous or sectored pressureAistributing ring of said machine, and said shield advance means comprising advance jacks reacting against said pressure-distrigouting ring.
5. A machine as claimed in claim 4, including auxiliary advance jacks also reacting against said continuous or sectored pressure-distributing ring and being operable independently of said advance jacks.
6. A machine as claimed in claim 4 or claim 5, wherein the sealing ring is equipped with sealing elements which act against tunnel casling elements and a wall of said shield.
7. A machine as claimed in any one of claims 4 to 6, including a drilling head arranged in the shield and displaceable by jacks, the horizontal reactions accompanying a drilling process by said head being transmitted to tunnel casing elements by way of said
**WARNING** end of DESC field may overlap start of CLMS **.

Claims (9)

  1. **WARNING** start of CLMS field may overlap end of DESC **.
    corresponding to the length of stroke of the jacks 3 and the auxiliary jacks 4 and the adjoining soil is excavated by the drilling head 2.
    During the third phase of the working cycle, the thrust jacks 3 are retracted whilst the auxiliary jacks 4 remain under pressure in groups against the casing elements 6 (Figure 4). By retracting or extending the groups of auxiliary jacks 4, the longitudinal and circumferential reinforcement 11 may now be placed in position whilst the necessary casing elements
    6 may be pre-assembled. The space for the next filling of fresh concrete is created between the end of the shield 1 and the casing element 6. At the same time and during the positioning of the reinforcement 11, the drilling head 2 advances by means of its independent advance jacks 16 along the path available so that no time is lost for the drilling of the tunnel.
    To this end, the reaction force remains transmitted to the casing 6 by way of the auxiliary jacks 4.
    During the fourth phase of the working cycle, the shield 1 is pushed forward by the thrust jacks 3 and the auxiliary jacks 4 and, at the same time, the fresh concrete is pumped into the empty space. The jacks 8 are actuated in such a way that the sealing ring 9 applies the required pressure to the fresh concrete 7.
    The special sealing elements 10 are applied to the casing 6 and to the wall of the shield in such a way that the fresh concrete is unable to escape. Following the application of a suit able pressure to the fresh concrete 7, the jacks
    8 with the sealing ring 9 come into operation until the required pressure equilibrium is obtained and keep this equilibrium constant irrespective of the reaction forces which have to be created by the thrust jacks 3 and the auxiliary jacks 4. The drill head 2 is retracted back into the rear position in the shield 1. On completion of this fourth phase of the working cycle, the complete cycle may begin again.
    By virtue of the method and the arrange ment of the machine, the casing elements 6 may assume any required form in regard to the moulding of the fresh pumped concrete.
    In this way, the moulding of the cast-in-situ compressed concrete may for example be optimally adapted to the static requirements of a tunnel lining in accordance with the geological requirements and mechanics of the soil. The casing elements 6 used are divided up into individual elements in such a way that, on each occasion, they may be separately dismantled after setting of the concrete and may be reassembled for another cycle in the vicinity of the jacks 3 and 4.
    It will be appreciated that the casing elements may advantageously be provided with reaction ribs or other formations capable of producing a positive keying effect between the cast-in-situ concrete and the casing elements to improve adhesion therebetween.
    WHAT WE CLAIM IS: 1. A method of lining a tunnel with cast-in situ concrete using a tunnelling machine having a shield which is advanced as tunnelling pro gresses, comprising installing a casing ring section end-to-end with a previously installed casing ring section having hardened cast-in situ concrete between it and the surrounding tunnel wall, advancing the shield relative to the tunnel lining using means which react directly against the last installed casing ring section whilst introducing fresh concrete into a space between the last installed casing ring section and the surrounding tunnel wall and subjecting such fresh concrete to pressure while it sets by elements which are operated independently of the reaction forces accom panying advance of the shield to maintain that concrete substantially in equilibrium with respect to the forces occurring thereon.
  2. 2. A method as claimed in claim 1, wherein the cast-in-situ concrete is provided with longitudinal and circumferential reinforcement.
  3. 3. A method as claimed in claim 1 or claim 2, wherein the casing ring sections are pro vided with reaction ribs or other devices which improve their adhesion to the hardened cast in-situ concrete.
  4. 4. A tunnelling machine comprising means operable to advance a shield, and means for subjecting a tunnel lining of cast-in-situ con crete, after casting to a pressure which can Ibe controlled independently of the reaction forces accompanying operation ob said shield advance means, said pressure subjecting means comprising a continuous or sectored sealing ring and a plurality d jacks associated with said sealing ring and being adapted to operate and to be controlled separately or in groups, said jacks being carried by a continuous or sectored pressureAistributing ring of said machine, and said shield advance means comprising advance jacks reacting against said pressure-distrigouting ring.
  5. 5. A machine as claimed in claim 4, including auxiliary advance jacks also reacting against said continuous or sectored pressure-distributing ring and being operable independently of said advance jacks.
  6. 6. A machine as claimed in claim 4 or claim 5, wherein the sealing ring is equipped with sealing elements which act against tunnel casling elements and a wall of said shield.
  7. 7. A machine as claimed in any one of claims 4 to 6, including a drilling head arranged in the shield and displaceable by jacks, the horizontal reactions accompanying a drilling process by said head being transmitted to tunnel casing elements by way of said
    shield, the advance jacks and said pressuredistributing ring.
  8. 8. A method as claimed in claim 1 and sub siantially as described herein.
  9. 9. A tunnelling machine substantially as described herein with reference to the accom panying drawings.
GB265077A 1976-01-29 1977-01-21 Method and a machine for continuously lining a tunnel with cast-in-situ compressed concrete Expired GB1570552A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
BE163913A BE838048A (en) 1976-01-29 1976-01-29 METHOD AND MACHINE FOR EXECUTING A CONTINUOUS TUNNEL COATING IN CAST-IN-PLACE AND COMPRESSED CONCRETE

Publications (1)

Publication Number Publication Date
GB1570552A true GB1570552A (en) 1980-07-02

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GB265077A Expired GB1570552A (en) 1976-01-29 1977-01-21 Method and a machine for continuously lining a tunnel with cast-in-situ compressed concrete

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DE (2) DE2619940C2 (en)
EG (1) EG17066A (en)
FR (1) FR2339737A1 (en)
GB (1) GB1570552A (en)
LU (1) LU76592A1 (en)
NL (1) NL181514C (en)

Cited By (1)

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Publication number Priority date Publication date Assignee Title
GB2184768A (en) * 1985-12-25 1987-07-01 Shimizu Construction Co Ltd Shield tunnelling method and assembling and disassembling apparatus for use in practising the method

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CH623887A5 (en) * 1977-09-27 1981-06-30 Locher & Cie Ag
FR2430514A1 (en) * 1978-07-03 1980-02-01 Socea Tunnel concrete lining system - uses heating formwork and insulating material applied to casing
DE3015210C2 (en) * 1980-04-19 1983-01-13 Bade & Theelen Gmbh, 3160 Lehrte Shield driving machine for tunnels and routes
DE3023026C2 (en) * 1980-06-20 1982-09-16 Bilfinger + Berger Bauaktiengesellschaft, 6800 Mannheim Method and device for the production of an in-situ concrete lining for a tunnel tube to be driven using the shield driving method
DE3025922A1 (en) * 1980-07-09 1982-01-28 Gewerkschaft Eisenhütte Westfalia, 4670 Lünen DEVICE FOR CONTROLLING THE HYDRAULIC FORWARD SHUTTER CYLINDER WHEN INSTALLING A LOCAL CONCRETE LINING IN UNDERGROUND CONSTRUCTIONS, LIKE IN PARTICULAR TUNNELS, COUNTERS, UNDERGROUND ROUTES AND THE LIKE.
DE3127311C1 (en) * 1981-07-10 1983-02-03 Hochtief Ag Vorm. Gebr. Helfmann, 4300 Essen Apparatus for driving a tunnel
DE3218643A1 (en) * 1982-05-18 1983-11-24 Philipp Holzmann AG, Hauptniederlassung Düsseldorf, 4000 Düsseldorf Method of producing an underground tunnel structure
DE3218642A1 (en) * 1982-05-18 1983-11-24 Philipp Holzmann AG, Hauptniederlassung Düsseldorf, 4000 Düsseldorf Underground tunnel structure
DE3238640A1 (en) * 1982-08-31 1984-04-19 Hölter, Heinz, Dipl.-Ing., 4390 Gladbeck Mine and tunnel roadway support with profiling arm
US4674913A (en) * 1983-03-22 1987-06-23 Shinichi Matsuda Apparatus for construction of continuous article having bores
DE3404839A1 (en) * 1984-02-10 1985-09-12 Alfred Kunz GmbH & Co, 8000 München SHIELD DRIVING METHOD FOR PRODUCING A LOCAL CONCRETE PIPE AND DEVICE FOR CARRYING OUT THE METHOD
DE3520092A1 (en) * 1985-06-05 1986-12-11 Dyckerhoff & Widmann AG, 8000 München Method of producing a tubular underground hollow space, e.g. a traffic tunnel, and apparatus for carrying out the method
DE3521888A1 (en) * 1985-06-19 1987-01-02 Dyckerhoff & Widmann Ag METHOD FOR PRODUCING A TUBULAR UNDERGROUND CAVITY, e.g. A TUNNEL, TUNNEL OR THE LIKE IN THE SHIELD DRIVING AND DRIVING SHIELD FOR CARRYING OUT THE METHOD
JPS63194098A (en) * 1987-02-06 1988-08-11 鉄建建設株式会社 Method of lining shield tunnel

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Cited By (2)

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Publication number Priority date Publication date Assignee Title
GB2184768A (en) * 1985-12-25 1987-07-01 Shimizu Construction Co Ltd Shield tunnelling method and assembling and disassembling apparatus for use in practising the method
GB2184768B (en) * 1985-12-25 1989-11-29 Shimizu Construction Co Ltd Shield tunnelling method and assembling and disassembling apparatus for use in practising the method

Also Published As

Publication number Publication date
DE7614295U1 (en) 1978-03-16
DE2619940C2 (en) 1982-04-08
FR2339737A1 (en) 1977-08-26
NL181514C (en) 1987-09-01
NL7700906A (en) 1977-08-02
DE2619940A1 (en) 1977-08-04
NL181514B (en) 1987-04-01
LU76592A1 (en) 1977-06-24
FR2339737B1 (en) 1983-01-28
EG17066A (en) 1990-12-30

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PS Patent sealed
732 Registration of transactions, instruments or events in the register (sect. 32/1977)
732 Registration of transactions, instruments or events in the register (sect. 32/1977)
732 Registration of transactions, instruments or events in the register (sect. 32/1977)
PCNP Patent ceased through non-payment of renewal fee

Effective date: 19930121