US3818713A

US3818713A - Driving of tunnels

Info

Publication number: US3818713A
Application number: US00180961A
Authority: US
Inventors: A Lobbe
Original assignee: Gewerkschaft Eisenhutte Westfalia GmbH
Current assignee: Gewerkschaft Eisenhutte Westfalia GmbH
Priority date: 1970-09-24
Filing date: 1971-09-16
Publication date: 1974-06-25
Anticipated expiration: 1991-06-25
Also published as: BE772540A; FR2116592A5; AT316625B; NO132289C; CH542322A; SE366791B; GB1362251A; DE2147083A1; SU496748A3; ES395300A1; JPS501296B1; NO132289B

Abstract

An apparatus for driving a tunnel, the apparatus having a knife shield composed of a circular array of elongate knife implements supported by a frame and attachable to a drive frame which can be moved to cause the implements to penetrate into a working face in order to excavate material therefrom. To the rear of the knife shield there is an advanceable temporary lining composed of tube sections arranged end-to-end and designed to support the newlyformed tunnel. This advanceable lining extends into a rear shield composed of a rearwardly extending portion of the implements lined with plank members. A tubular revetment has a flange which abuts the advanceable lining at the side remote from the knife shield and fluid concrete is inserted around the periphery of the revetment to form a permanent tunnel lining, separated from the advanceable lining by the flange. The advanceable lining and the revetment are moved up from time to time as the driving progresses.

Description

United States Patent 1 [191 Liibbe DRIVING 0F TUNNELS [75] Inventor: Armin Liibbe, Oberaden, Germany [73] Assignee: Gewerkschaft Eisenhutte Westfalia,

Westfalia, Germany [22] Filed: Sept. 16, 1971 [21] Appl. N0.: 180,961

[30] Foreign Application Priority Data Sept. 24, 1970 France 70.34576 [52] US. Cl. 61/85, 61/42 [51] Int. Cl. E0lg 3/00 [58] Field of Search 61/84, 85, 63, 42, 45

[56] References Cited UNITED STATES PATENTS 1,275,910 8/1918 Hamilton 61/85 3,306,055 2/1967 Tabor 61/85 3,372,553 3/1968 Samoilov et a1. 61/85 3,379,024 4/1968 Wohlmeyer 61/85 3,413,811 12/1968 Giacobino 61/85 X 3,581,507 6/1971 Stevens; 61/85 3,613,384 10/1971 Jacobs 61/85 FOREIGN PATENTS OR APPLICATIONS 1,244,222 7/1967 Germany 61/85 380,685 9/1932 Great Britain 61/84 June 25, 1974 [5 7] ABSTRACT An apparatus for driving a tunnel, the apparatus having a knife shield composed of a circular array of elongate knife implements supported by a frame and attachable to a drive frame which can be moved to cause the implements to penetrate into a working face in order to excavate material therefrom. To the rear of the knife shield there is an advanceable temporary lining composed of tube sections arranged end-to-end and designed to support the newly-formed tunnel. This advanceable lining extends into a rear shield composed of a rearwardly extending portion of the implements lined with plank members.

A tubular revetment has a flange which abuts the advanceable lining at the side remote from the knife shield and fluid concrete is inserted around the periphery of the revetment to form a permanent tunnel lining, separated from the advanceable lining by the flange. The advanceable lining and the revetment are moved up from time to time as the driving progresses.

7 Claims, 4 Drawing Figures DRIVING or TUNNELS BACKGROUND TO THE INVENTION The present invention relates generally to a method of, and apparatus for, driving tunnels, galleries, trenches and the like excavations.

In order to drive a tunnelit is known to use the socalled knife-shield apparatus such as is described in German Utility Pat. No. 1,910,987. The apparatus has a frame bearing plank-shaped knives mounted adjacent to one another on the top of the frame. Each knife is associated with a double-acting hydraulic piston and cylinderunit disposed between the frame and the knife in question, so that each knife can penetrate into the ground material in a forward direction. As each knife advances, the frame is secured in position by the frictional resistance between the other knives and the surrounding material. When all the knives have been advanced, the simultaneous application of pressure fluid to all the hydraulic units in a reverse sense causes the frame to be moved forward. When apparatus of this type is used for driving a tunnel, a concreting operation, performed to fabricate a permanent tunnel lining, usually takes place immediately to the rear of the frame. This presents a serious draw-back, because in the same area of the tunnel in which concreting is to be performed, the material extracted has to be removed.

Hence, to avoid hindrance, these operations are usually performed in separate cycles, which is excessively time consuming.

Apparatus is also known which produces tunnels or galleries by utilizing metal tubes of limited thickness to form a temporary support lining for the tunnel. In this form of apparatus, the actual excavation or driving has to be effected by means of manually operated tools or knives, as a knife shield of the aforementioned type which requires an adequate support means cannot be used.

A general object of the present invention is to provide an improved method and apparatus for driving tunnels or the like.

SUMMARY OF THE INVENTION According to the invention there isprovided apparatus for forming tunnels or the like; said apparatus comprising a knife shield composed of a plurality of movable elongate implements each provided with a cutting portion, a drive frame to which said implements can be selectively connected, a support frame for supporting said implements, means for effecting relative movement between the drive frame and the support frame in the longitudinal direction of the implements so as to cause at least some of the implements to excavate material, a plurality of tube sections arranged end-to-end to form an advanceable tunnel lining for supporting the wall of the tunnel adjacent the knife shield, and a revetment disposed adjacent said advanceable lining and remote from the knife shield, said revetment being adapted to define a space for the introduction of concrete to form a permanent tunnel lining.

Further, according to the invention there is provided a method of driving a tunnel or the like, said method comprising the steps of driving a knife shield composed of elongate cutting implements into material to be removed supporting the wall of the tunnel produced by LII said implements with tube sections arranged end-toend forming an advanceable lining, inserting concrete into a space defined by a revetment located at the rear of said advanceable lining to fon'n a permanent tunnel lining, and advancing said revetment when the concrete has set.

In general, the invention combines the advantages of using a knife shield and of using an advanceable lining to support the wall of the tunnel prior to the construction of the permanent concrete lining. The concreting operation can thus be carried out at a sufficient distance from the excavation site to prevent the driving operation and the concreting operation from interfering with or impeding one another. In accordance with the invention, it is possible to effect the concreting operation at least partly during the time that the driving operation is effected which enables the tunnel to be formed more quickly.

The cross section of the tunnel may take any desired form, e.g., circular or ogival, in which case, the knife shield is shaped in a corresponding manner to directly shape the tunnel. In an alternative version, however, a calotte-shaped or arcuate-shaped shield can be adopted which moves behind auxiliary units which preferably drive and concrete two side adits which can form the lateral walls of the finished tunnel. The shield then completes the driving of the entire cross section of the tunnel.

The invention may be understood more readily and various other features of the invention may become more apparent from consideration of the following description.

BRIEF DESCRIPTION OF DRAWINGS Embodiments of the invention will now be described by way of example only, with reference to the accompanying drawings, wherein:

FIG. 1 is a schematic side elevation of an apparatus made in accordance with the present invention;

FIG. 2 is a cross-sectional view of the apparatus shown in FIG. 1, the view being taken along the line II--II of FIG. 1;

FIG. 3 is a schematic side elevation of another form of apparatus made in accordance with the present invention, and;

FIG. 4 is a cross-sectional view of the apparatus shown in FIG. 3, the view being taken along the line IV-IV of FIG. 3.

DESCRIPTION OF PREFERRED EMBODIMENTS Referring initially to FIGS. 1 and 2, there is shown a tunnel driving apparatus which is formed at its foremost end with a knife shield generally designated 1. This knife shield l is composed of a circular array of elongated implements 2 each provided with a cutting portion 3 at the outwardly facing end thereof. Each implement 2 is movable in a longitudinal direction independently of the remaining implements 2. The implements 2 are carried or supported by a frame 4 composed of a rear upright member 5 and front inclined member 6 and intermediate struts 7.

A drive frame 8 which is movable in relation to the frame 4 is disposed rearwardly of the latter. A number, in this case four, hydraulic piston and cylinder units 9 are connected between the

frames

4,8 to effect relative movement therebetween. A pump for charging these units 9 can be mounted on the frame 4. The frame 8 has 3 a ring provided with apertures 11 permitting the implements 2 to be secured to the frame 8 with the aid of locking pins 12.

The rearmost portions of the implements 2 form a rear shield generally designated 13. This rear shield 13 is lined with plank members 14 and defines a space into which can be inserted tube sections 15 which are arranged end-to-end to form a lining 16 for the wall of the tunnel excavated by the apparatus. As the apparatus, more particularly the shield 1, advances fresh tube sections 15 would be installed.

At some distance rearwardly of the shield 13 there is a tubular revetment 17. The revetment 17 is relatively short in comparison to the distances between the revetment l7 and the shield 13 which may be, for example, 30 to 50 metres. The revetment 17 has clamping devices therein and is provided with a flange 18 which abuts the first of the tube sections 15. Fluid concrete would be introduced into the space 19 around the revetment l7 and the revetment 17 would be advanced towards the apparatus when the concrete has set.

The operation of the apparatus is as follows:

One or a group of members 2 are secured to the frame 8 with the aid of the pins 12 and the hydraulic units are operated in order to advance the frame 8 towards the frame 4 to thereby cause the member or members 2 to penetrate into the material at the working face. The member or members 2 are detached from the frame 8 and the hydraulic units are operated to bring the frame 8 back to its former position. One or more further members 2 are attached to the frame 8 which is again advanced as described above. The fresh member or members are detached from the frame 8 and the latter is again brought back to the initial position to commence another operating cycle. The sequence is repeated until all the members 2 have been driven into the face so as to cut a cylindrical section of material from the working face. This material is removed in known manner and the frame 4 is re-sited before a fresh operating cycle is commenced. At each advance of the shield l in the manner described, a fresh tube section 15 is installed so as to maintain the lining 16 within the rear shield 13 and the revetment 17 is similarly advanced. It is advantageous that the actual driving or excavating operation and the concreting operation is carried out remotely and independently from one another thereby preventing one operation from interfering with the other and enabling these operations to be carried out simultaneously or at least partly concurrently.

The apparatus shown in FIGS. 3 and 4 has like reference numerals denoting like parts to those of FIGS. 1 and 2. In the apparatus shown in FIGS. 3 and 4 the drive frame is denoted 28 and the support frame is denoted 24. In distinction to the

corresponding frames

4,8 In the apparatus shown in FIGS. 1 and 2 the

frames

24,28 has

transverse elements

25,26 located at the horizontal centre of the

frames

24,28. The

elements

25,26 support additional elongate implements 23 formed with cutting portions at the outermost ends. These implements 23 are moved in groups or in toto to facilitate the excavation of the material.

I claim:

1. Apparatus for forming tunnels, said apparatus comprising:

a. a knife shield composed of a plurality of individually movable elongate implements each having a cutting portion;

b. a drive frame;

c. means for selectively connecting each of the implements to the drive frame;

d. a support frame for supporting said implements;

e. means for effecting relative displacement between the drive frame and the support frame in the direction of the longitudinal axis of the implements;

f. a plurality of tube sections arranged end-to-end to form an advanceable tunnel lining for supporting the wall of the tunnel adjacent said knife shield; and

g. a displaceable revetment disposed adjacent said advanceable lining remote from the knife shield, said revetment defining a space for receiving fluid concrete to form a permanent tunnel lining.

2. Apparatus according to claim 1 wherein there is a rear shield fonned at least partly by the implements and disposed at the side of the drive frame remote from the cutting portions of the implements, the advanceable lining extending at least partially into said rear shield.

3. Apparatus according to claim 1 wherein the drive frame has a ring member provided with apertures and said connecting means is in the form of locking pins insertable into said apertures.

4. Apparatus according to claim 1, wherein the implements are arranged in a circular array.

5. Apparatus according to claim 1, wherein said means for relatively moving the frames is in the form of a number of hydraulic piston and cylinder units.

6. Apparatus according to claim 1 and further comprising a row of further implements disposed within the first mentioned implements and supported by and selectively connectable to transverse elements of the support and drive frames, respectively.

7. Apparatus according to claim 1, wherein the revetment is a tube provided with a flange abutting an endmost tube section and the space for receiving concrete is disposed at the outer periphery of said tube on the side of the flange remote from the tube sections.

Claims

1. Apparatus for forming tunnels, said apparatus comprising: a. a knife shield composed of a plurality of individually movable elongate implements each having a cutting portion; b. a drive frame; c. means for selectively connecting each of the implements to the drive frame; d. a support frame for supporting said implements; e. means for effecting relative displacement between the drive frame and the support frame in the direction of the longitudinal axis of the implements; f. a plurality of tube sections arranged end-to-end to form an advanceable tunnel lining for supporting the wall of the tunnel adjacent said knife shield; and g. a displaceable revetment disposed adjacent said advanceable lining remote from tHe knife shield, said revetment defining a space for receiving fluid concrete to form a permanent tunnel lining.

2. Apparatus according to claim 1 wherein there is a rear shield formed at least partly by the implements and disposed at the side of the drive frame remote from the cutting portions of the implements, the advanceable lining extending at least partially into said rear shield.