IL36177A - Apparatus for carrying out the shield method of tunnel and gallery construction - Google Patents
Apparatus for carrying out the shield method of tunnel and gallery constructionInfo
- Publication number
- IL36177A IL36177A IL36177A IL3617771A IL36177A IL 36177 A IL36177 A IL 36177A IL 36177 A IL36177 A IL 36177A IL 3617771 A IL3617771 A IL 3617771A IL 36177 A IL36177 A IL 36177A
- Authority
- IL
- Israel
- Prior art keywords
- cylindrical body
- concrete
- tubes
- tube
- aperture
- Prior art date
Links
- 238000010276 construction Methods 0.000 title claims description 9
- 238000000034 method Methods 0.000 title claims description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 20
- 239000010959 steel Substances 0.000 claims description 20
- 239000000463 material Substances 0.000 claims description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 9
- 239000000203 mixture Substances 0.000 claims description 7
- 238000005520 cutting process Methods 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 238000012856 packing Methods 0.000 claims description 3
- 230000002093 peripheral effect Effects 0.000 claims description 3
- 239000000654 additive Substances 0.000 claims description 2
- 239000000523 sample Substances 0.000 claims description 2
- 239000003795 chemical substances by application Substances 0.000 claims 1
- 238000003780 insertion Methods 0.000 claims 1
- 230000037431 insertion Effects 0.000 claims 1
- 235000000396 iron Nutrition 0.000 claims 1
- 238000005065 mining Methods 0.000 description 5
- NMFHJNAPXOMSRX-PUPDPRJKSA-N [(1r)-3-(3,4-dimethoxyphenyl)-1-[3-(2-morpholin-4-ylethoxy)phenyl]propyl] (2s)-1-[(2s)-2-(3,4,5-trimethoxyphenyl)butanoyl]piperidine-2-carboxylate Chemical compound C([C@@H](OC(=O)[C@@H]1CCCCN1C(=O)[C@@H](CC)C=1C=C(OC)C(OC)=C(OC)C=1)C=1C=C(OCCN2CCOCC2)C=CC=1)CC1=CC=C(OC)C(OC)=C1 NMFHJNAPXOMSRX-PUPDPRJKSA-N 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 238000007596 consolidation process Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 238000005422 blasting Methods 0.000 description 1
- 235000019994 cava Nutrition 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000010454 slate Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Classifications
-
- 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
- E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
- E21D9/0607—Making 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
Landscapes
- 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
APPARATUS FOR CARRYING OUT THE SHIELD METHOD OF TUNNEL AND GALLERY CONSTRUCTION
This invention relates to an apparatus for carrying out the shield method of tunnel and gallery construction consisting of a steel cylinder with a slicing taper on its end face, the cylinder being offset near its end face in order to form a collar preferably extending over the entire periphery of the cylinder.
A known apparatus for carrying out the shield metho tunnel or gallery construction consists cf a steel cylin< with a slicing taper on its end face, in which the cylin-is offset near its end face to form a collar and in the region of this collar tubes are provided for the dischar of concrete. In order to advance the shield, concrete i forced through the tubes, and for facilitating the forw movement and for the consolidation of the concrete jolt-ramming machines are employed which act directly on the front parts of the shield carrying the slicing taper. Ar appliance of this type has not as yet been practically possible and has not therefore found any application in practice. Research carried out by the present applicant shows that the pressure necessary for the advance of the shield and to be applied to the plastic concrete is so high that the concrete would continuously consolidate in the feed tubes and would finally set there, which of course is intolerable for a rational mode of operation. Further devices are known which are employed in non-comps soils (moraines, sand, earth, etc.). They consist of a steel cylinder open at two ends which has at the rear a thrust ring against which are supported a plurality of preferably double-acting hydraulic rams arranged on the inside of the steel cylinder. The end face of the steel
cylinder, situated in the direction of forward movement, is made of cutter sections. In the interior of the steel cylinder there are mounted mining appliances and also conveying devices for removing the spoil. For the
utilisation of this device 'a trench is dug into which the steel cylinder is lowered. By being supported against an abutment in this trench, the device is moved forward hydraulically in the advance direction, the zone covered in each case by the forward movement is fully concreted immediately afterwards or possibly clad with prefabricated concrete facing. These known devices are very expensive, and, since they consist of a peripherally-closed cylinder they can be disassembled only with great difficulty inside a tunnel tube or gallery and the very expensive hydraulic cylinders, which are provided inside the tube in large number, are constantly exposed to the danger of the falling debris and it is only possible to produce a comparatively slight advance pressure, limited by the possible piston surface area. All these are considerable and serious disadvantages, which it is the object and purpose, of the present invention to obviate.
In accordance with the invention this is achieved in that there is provided on the collar surface, formed by the offsetting of the cylinder, at least one flexible bag-type bellows which can be acted on by a pressure medium (oil, water, air or the like), and the tubes for the discharge of concrete towards the exterior are located near the bellows, preferably these tube apertures are situated in the tapered generated surface formed by the offsetting of the cylinder. The subject matter of the invention
represents a substantial step forward in relation to the known constructions, since with this it is possible to operate on the lines of a two-cycle process, that is to say alternate advance and admission of the concrete.
A specific embodiment of the invention will now be described in detail by way of example with reference to the accompanying drawings, in which:
Figure 1 shows a longitudinal section through a steel cylinder, taken along the line A-A in Figure 3, which in the following will be designated as the driving shield,
Figure 2 shows a longitudinal section taken along the line B-B in Figure 3,
Figure 3 shows a cross-section taken along the line C-in Figure 1 , and
Figures 4 and 5 shows details of the collar.
A driving shield 1 consists of a steel cylinder which has on its end face 3 a slicing taper 4. The diameter of the steel cylinder corresponds to the diameter of the gallery or tunnel to be made. Near its end face 3 the steel cylinder is offset so as to form a collar 5, in the vicinity of which tubes 6 discharge in outward direction (Figure 4). The tubes 6 are spaced along the periphery of the rotating collar 5 as uniformly as possible as shown in Figure 3 and are situated in groove-like recesses 6' (these recesses do not appear in Figures
1 and 2 for the sake of clarity ) , which can be formed by welded ribs or which can be cast with the cylinder.
The mouth zones of the tubes 6 are widened in trumpet- themselves
like manner and the apertures 7 &e»&l-ew« are situated near the collar surface 5' formed by the offsetting of the
cylinder. The collar surface 5' is provided with troughlike recesses 8 (Figure 5) in which there lie bag-type bellows 9 of flexible material such as rubber, which bellows can be acted on, by way of aseeesfied tubes 10, by a suitable pressure medium (oil, water, air). The recesses and bellows are distributed as evenly as possible along
the periphery of the rotating collar 5 or collar surface 5', respectively, (see Figure >} . In the material of the bellows it is possible for springs or spring sets to be incorporated, which springs hold the released bellows
9 in the position evident in Figure 5, or after relieving of the bellows return again to this shape.
Viewed in peripheral direction the steel cylinder 2 is in multipart form being made up of a number of lower segments 2', and an upper segment 1 !. The segment 11 has outwardly diverging boundary surfaces or flanges 12. The outer generated surface 1 of the driving shield 1 exhibits a slightly conical path in which it tapers
towards the rear. At the rearward end 1 of the driving shield there is attached a relatively thin—walled tubular fitting 15· As evident in particular in Figure 4, a second tube 20 discharges into the aperture of each tube 6, this tube 20 extending arcuately at its front end and moreover for its protection it is situated in the groovelike recess 6'. The arcuate course is thus so formed that the flow forcibly caused thereby is directed towards the longitudinal axis of the tube 6, as indicated by the arrow 21 in Figure 4.
The mode of operation of the illustrated driving shield can be seen directly from the drawing and will be
explained in the following in all necessary details, the initial structural condition of the tunnel tube or lining 16 being as shown in Figure 1. Concrete is admitted via the tubes 6 into the hollov/ annular chamber formed by the collar 5 and the conically extending surface 13 of the driving shield by means of concrete pumps which are not shown but are sufficiently well known. Then the tubes 20 are charged with compressed air or water so that due to the arcuate curvature in the outlet zone of these tubes 20 the tubes 6 are blown through rearwards against the direction of admission of the concrete, as the arrow 21 indicates, while the forward movement is interrupted, so that the tubes 6 and 20 can be rinsed fre of concrete. When the concrete has been admitted and has hardened, the bellows 9 are acted on via the pipes 10 by means of a suitable pressure medium under high pressur By means of the force of reaction of the large bellows areas the driving shield is forced ahead under great pressure into the ground material 18, in this way the latter collapses by itself or can be excavated by means of cutting and mining units, conventional excavators and loading appliances carried in the steel cylinder and subsequently conveyed away. Owing to the enforced advanc which is dependent on the material to be excavated and or_ the expansibility of the bellows 9, an annular space is cleared which is bounded by the collar surface 5', by the region (immediately following the collar) of the surfa 13 and of the end face of the previously cast concrete lining 16, and by the earth 18. The bellows 9 are relieved and simultaneously concrete is forced via the
tubes 6 into this annular space, while the concrete lying in the mouthpiece 6 and which is not rinsed out and possibly hardened, is expelled and exhausted because of the trumpet- shaped design of this tube section 6. When the concrete has been forced into the annular space, then the above-described process is repeated once more. In this way it is possible to provide galleries or tunnels with a homogenous monolithic concrete lining purely as a shell, without the danger arising that the earth loosened by the advance of the shield collapses or caves in and endangers machines and apparatus. It is because of this danger, in the case of all conventional methods, that a gallery construction of this type is jeopardized to a large extent.
A bellows arrangement with a specific bellows load
of 500kg/cm , which lies completely within the normal
range, and used with a shield having a diameter of about
8.4 m. enables an advance pressure of 42,000 metric tons to be achieved, that is to say a value which lies far
above any value which can be obtained with other appliances of this type.
Besides monolithic concrete linings it is possible
of course in tectonically moved ground zones for articulate pipes to be concreted in similarly simple manner, in that after specific and freely excavatable advance distances, packing materials are forced into the annular space,
which is cleared in each case by the forward movement,
through apertures 25 (Figure 5) situated in the vicinity of the collar 5 and only after renewed forward movement
is concrete then forced in. In order to overcome the
high degree of friction on the cylinder 2, after long
rest periods, caused by shrinking of the tunnel lining during setting, high frequency jolt-ramming elements are advantai?;eously provided inside the shield 2.
Owing to the trough-like recesses these individual successive sections of concrete lining are in this case joined together by teeth. Pump units for forcing the concrete packing material and the pressure medium for the bellows 9 and also mining and conveying appliances can be accommodated in the cylinder 15.
Since several bellows are provided over the entire periphery of the collar 5, they can be acted on by
corresponding control devices with different pressures in each case, so that the driving shield can be driven forward not only in axial direction, that is, straight, but can also be controlled as desired, so that the driving shield can be guided upwards or downwards or to one side or the other. In addition by means of the varied action of the bellows 9 it is possible to allow for unequal
resistance of the material to excavation.
Since the driving shield is of multipart form,
when viewed in peripheral direction, it is also possible to produce with the apparatus blind galleries or blind tunnels, such as are necessary in connection with underground railways. When the planned and proposed end section
of such a blind gallery is reached, then the driving
shield can be disassembled within the gallery itself
and its individual components can be conveyed away
through the gallery. By means of the arrangements
according to the invention all appropriate building
projects can be carried out extremely rapidly and
inexpensively. In this way conventional traffic schemes, for example, underground railway constructions, can be influenced very positively, since the underground borings can be effected without regard to building obstacles at the surface in cities or of the composition of the surface, such as canals, rivers, supplies lines etc. A loop-line underground railway system can be built with continuous traffic in both directions. The connecting shafts from the tunnel lining to the surface need only be dug down into the tunnel lining after positions have been measured beforehand to avoid the zones where joints occur, the tunnel lining section being exploded without the tunnel mouth on either side undergoing any damage or being
subjected to any reduction of static strength.
The end parts of the steel cylinder can consist of individual cutting segments 4' (see Figures 1 and 2), which are detachably fastened with cutters, so that
these cutting devices can be easily adapted to the
material to be excavated. It is also possible to offset in saw-tooth manner the slicing taper at xhe end face of the steel cylinder, as shown diagrammatically by the broken line 30 in Figure 2. It is also possible to provide, in the space recessed in the shield, sighting mechanisms so that the direction of advance can be continuously checked and supervised.
It is also easily possible to carry out reinforcing of the concrete lining or of individual sections of
lining by providing near the collar 5, preferably in
the region of the cross-sectional plane formed by the apertures 25, further apertures 26 in the cylinder, through
which steel reinforcing components are inserted after each advance and before or during the introduction of the concrete. The steel reinforcing components can he
practically endless so that the concrete lining or portions of it are strengthened by encircling reinforcing spirals.
In order to achieve rapid setting of the concrete the pipes 6 can be heated. For this purpose it is also possible to incorporate aggregates; in this case the already mixed concrete can be fed through the pipes 6, however it is also possible to supply the dry concrete "iix through the pipes 6 and to add the mixing water, if necessary with additives, only in the region of the
aperture 7, for which purpose it is advantageous to
provide a further pipe line (besides the pipe 26 -Figure 4) which can likewise be heated, so that heated mixing water is to be added to the dry concrete mix.
In the preceding a driving shield with a circular periphery has been described and illustrated. It is of course within the scope of the invention to give to the driving shield an outline other than circular, for example to make this shield elliptical or oval in cross-section.
Even in water-laden substances xhe apparatus described can be used with advantage. If water breaks in then concrete is injected in near the end face of the driving shield to form a partition filling up the cross-sectional space of same, which partition is pushed rearwards during the successive advance of the shield by the bellows 9 together with the excavated ma.terial, so that in this way a bulkhead-type seal is produced.
The proposed apparatus can be used for all underground
projects and is practically unlimited as regards its diameter. According to the collar thickness chosen it is possible to obtain different concrete tube outer linings. There are no restrictions as regards the composition of the ground for the use of the apparatus according to the invention, since it is possible to traverse even rock and slate
strata, while of course when used in solid rock, excavations in the gallery front wall by means of blasting are necessary. Neither the driving shield nor the already concreted gallery wall are damaged by the shocks which occur. In order to protect the pump units and measuring devices, which are arranged only at the rear end of the driving shield and therefore in the region of the cylinder 1 5 , strong shock chains and a strong rubber apron are suspended from the top, preferably in the vicinity of the joint separating the cylinder 2 and the cylinder 1 5 . Two thirds of the
cross-section of the tube from the top downwards are
always free for the passage of mining appliances and
excavators. The entire casing is thus so arranged and
constructed that no damage can arise because of the
forward movement, the explosions or the passing of
heavy mining equipment or excavators, since these tubes all lie in channel-like recesses which are either
manufactured simultaneously when the steel cylinder is
cast or which can be produced subsequently by attaching ribs.
It should also be mentioned that in the region of
the cross-sectional plane formed by the apertures 25 and
26 it is possible to provide apertures inclined obliquely forward, through which consolidation probes can be inserted.
The axis of such an aperture is indicated by the dash-dot line 27 in Figure 5.
The apparatus proposed is simple in its construction and mod.e of operation, it can be used to advantage with any ground composition, it enables the production of continuous monolithic or articiulate concrete linings, either reinforced or unreinforced and can be used not only in the production of continuous gal?_eries and tunnels but also blind ones. Apart from this the pressure required fo"r the forward movement can be chosen many times greater than that in respect of the known devices, which enables the apparatus according to the invention to be used even in solid rock-like material.
Claims (22)
1, Apparatus for carrying out the shield method of construction of tunnels or galleries, comprising a i > hollow generally cylindrical steel body with a blade on its leading end face, the cylindrical body being enlarged near its leading end face and having at least one Inflatable bag located on the rearward side of the enlargement which can be acted on by a pressure medium (oil, water, air or the like) to move the cylindrical body forward and tubes having apertures for the discharge of concrete towards the exterior of the cylindrical body r to the rear of the inflatable bag.
2 Apparatus as claimed in claim 1, wherein the aperture of the discharge tubes are1 situated in the generated surface of the cylindrical body.
3. Apparatus as claimed in claim 1 or claim 2, wherein a number of inflatable bags are provided adjacent one another around the periphery of the enlargement.
4. Apparatus as claimed in any of the preceding cl ims, wherein the enlargement surface has basin-shaped or trough shaped recesses in which the inflatable bags are arranged.
5. Apparatus as claimed in any of the preceding claims, wherein a tube aperture for the discharge of concrete is disposed between adjacent inflatable bags.
6. Apparatus as claimed in any of the preceding claims wherein each tube in the region of its discharge aperture is widened in trumpet .- like manner. ./. Appln.No. 36177/2
7. Apparatus as claimed in any of the preceding claims,wherein a further tube for a rinsing medium discharges into the aperture of each tube.
8. Apparatus as claimed in any of the preceding claims, wherein the outer surface of the hollow generally cylindrical body tapers slightly towards the rear.
9. Apparatus as claimed in any of the preceding claims, wherein apertures are provided in the hollow generally cylindrical body in the region of the inflatable bags for packing materials to be injected or forced in or ,i for the insertion of injector probes of reinforcing irons,
10. Apparatus as claimed in any of claims 1 to 9, wherein the axes of the apertures of the tubes for the discharge of concrete are directed towards the rim surface .
11. Apparatus as claijned in any of the preceding claims, wherein the generally cylindrical body is of multipart form, when viewed in peripheral direction, at least one part having boundary surfaces or flanges directed inwardly of the cylindrical body by means of which it may be detachably fitted to an adjacent part*
12. Apparatus as claimed in any of the preceding claims, wherein the cross-section of the hollow generally cylindrical body has an outline of any closed curve* ./. Appln.No. 36177/2 15 -
13· Apparatus as claimed in claim 13 wherein the cross-section of the cylindrical body is elliptical or oval.
14. Apparatus as claimed in any of the preceding claims, wherein there is attached to the hollow generally cylindrical body a further tubular fitting, whose wall thickness is preferably less than that of the cylindrical body .
15. Apparatus as claimed in any of the preceding claims, wherein the tubes for the conveyance of the concrete or pressure media are guided in groove-like recesses on the inside of the hollow generally cylindrical body.
16. Apparatus as claimed in any of the preceding claims, wherein a tapered cutting blade is provided on the leading end face of the steel cylindrical body, the cutting edge of the blade being formed with saw-teeth.
17. Apparatus as claimed in any of the preceding claims, wherein there are incorporated in the inflatable bags, springs and/or spring sets, which yjhen the inflatable bags are exhausted of the pressure medium cause them to be restored to their original shape.
18. Apparatus as claimed in any of the preceding claims, wherein the tubes for the admission of concrete and/or mixing water are heated. / Appln.No. 36177/2 - 16 -
19. A method of lining a tunnel formed by an apparatus as claimed in any of claims 2 to 18, wherein dry concrete mix, if necessary incorporating aggregates, is fed through the tube up to the discharge aperture and only in the region of this aperture is the mixing water, if necessary with additives, added to the dry concrete mix.
20. A method of lining a tunnel formed by an apparatus as claimed in claims 1 to 18, wherein unset concrete mix, if necessary incorporating aggregates is fed through the tube.
21. Apparatus for skLatd tunnelling substantially as hereinbefore described with reference to the accompanying drawings.
22. A method of lining a tunnel as claimed in claims 19 to 20 substantially as hereinbefore described with reference to the accompanying drawings. AGENT FOR APPLICANT Tel-Aviv, dated 10th February, 1971
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AT174870A AT300013B (en) | 1970-02-25 | 1970-02-25 | Equipment for the implementation of shield construction for the construction of tunnels or galleries |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| IL36177A0 IL36177A0 (en) | 1971-04-28 |
| IL36177A true IL36177A (en) | 1973-10-25 |
Family
ID=3520147
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| IL36177A IL36177A (en) | 1970-02-25 | 1971-02-12 | Apparatus for carrying out the shield method of tunnel and gallery construction |
Country Status (15)
| Country | Link |
|---|---|
| US (1) | US3657897A (en) |
| AT (1) | AT300013B (en) |
| CA (1) | CA929365A (en) |
| CH (1) | CH533206A (en) |
| CS (1) | CS172920B4 (en) |
| DE (1) | DE2108591C3 (en) |
| FR (1) | FR2078788A5 (en) |
| GB (1) | GB1303419A (en) |
| IL (1) | IL36177A (en) |
| NL (1) | NL7101329A (en) |
| PL (1) | PL76482B1 (en) |
| RO (1) | RO57651A (en) |
| SE (1) | SE372580B (en) |
| SU (1) | SU393842A3 (en) |
| YU (1) | YU34449B (en) |
Families Citing this family (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3788087A (en) * | 1972-04-25 | 1974-01-29 | Patin Pierre | Method and apparatus for use in tunnelling |
| US3762174A (en) * | 1972-07-17 | 1973-10-02 | Pamco Const | Protective inching shield for pipe-laying |
| GB1406276A (en) * | 1972-12-08 | 1975-09-17 | Stelmo Ltd | Tunnelling shields |
| JPS5035934A (en) * | 1973-08-02 | 1975-04-04 | ||
| FR2380413A1 (en) * | 1977-02-15 | 1978-09-08 | Gewerk Eisenhuette Westfalia | PROCESS AND DEVICE FOR DIGGING TUNNELS, GALLERIES AND SIMILAR CELLARS, WITH SIMULTANEOUS LAYING OF A CONCRETE COATING |
| DE3126651C1 (en) * | 1981-07-07 | 1983-01-27 | Hochtief Ag Vorm. Gebr. Helfmann, 4300 Essen | End formwork for a tunnel-driving machine |
| GB2167796B (en) * | 1984-12-01 | 1988-01-27 | Tunneline Limited | Temporary formwork for tunnel or sewer lining |
| DE3529998A1 (en) * | 1985-08-22 | 1987-02-26 | Hochtief Ag Hoch Tiefbauten | METHOD AND DEVICE FOR CONTINUOUSLY LINING A TUNNEL WITH EXTRUDED CONCRETE |
| DE3630240A1 (en) * | 1986-09-05 | 1988-03-10 | Strabag Bau Ag | METHOD AND DEVICE FOR LINING AND SECURING AN UNDERGROUND CAVITY OPEN IN SHIELD DRIVING |
| DE3821754C3 (en) * | 1988-06-28 | 1997-07-17 | Dyckerhoff & Widmann Ag | Method for opening a tubular underground cavity, in particular at great depth, and driving shield for carrying out the method |
| JPH0637832B2 (en) * | 1989-06-16 | 1994-05-18 | 株式会社クボタ建設 | Small-diameter shield construction method using three equally divided segments and shield machine used for implementing the construction method |
| JPH04174197A (en) * | 1990-11-07 | 1992-06-22 | Zenyou Tokkyo Kk | Reinforced concrete tunnel connecting mechanism |
| DE50209292D1 (en) * | 2002-08-14 | 2007-03-08 | Herrenknecht Ag | Shield tail for a shield propulsion device |
| CN103062414B (en) * | 2013-01-24 | 2015-04-15 | 中国铁建重工集团有限公司 | Emergency sealing device for shield water burst accident rescue |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB189826804A (en) * | 1898-12-20 | 1899-02-25 | William James Eames Binnie | Improvements in the Construction of Subterranean Tunnels and in Machinery therefor. |
| US1505060A (en) * | 1920-02-26 | 1924-08-12 | George B Hoag | Apparatus for excavating tunnels |
| US3005314A (en) * | 1958-01-10 | 1961-10-24 | Wesley B Cunningham | Method and apparatus for forming tunnels or other underground conduit installations |
| DE1283257B (en) * | 1965-07-30 | 1968-11-21 | Josef Boessner | Driving shield and method for concreting tunnel linings using this driving shield |
| DE1534678A1 (en) * | 1965-09-22 | 1969-04-30 | Hans Waldvogel | Process for the production of pipe-like structures |
| AT287051B (en) * | 1967-01-23 | 1971-01-11 | G Proektno Izyskatelsky I Metr | Sign for the construction of tunnels |
| FR1567230A (en) * | 1968-02-23 | 1969-05-16 |
-
1970
- 1970-02-25 AT AT174870A patent/AT300013B/en not_active IP Right Cessation
-
1971
- 1971-02-02 NL NL7101329A patent/NL7101329A/xx not_active Application Discontinuation
- 1971-02-08 CS CS906A patent/CS172920B4/cs unknown
- 1971-02-12 IL IL36177A patent/IL36177A/en unknown
- 1971-02-16 US US115399A patent/US3657897A/en not_active Expired - Lifetime
- 1971-02-18 FR FR7105586A patent/FR2078788A5/fr not_active Expired
- 1971-02-22 SE SE7102251A patent/SE372580B/xx unknown
- 1971-02-22 CH CH249371A patent/CH533206A/en not_active IP Right Cessation
- 1971-02-23 SU SU1627034A patent/SU393842A3/ru active
- 1971-02-23 DE DE2108591A patent/DE2108591C3/en not_active Expired
- 1971-02-24 CA CA106207A patent/CA929365A/en not_active Expired
- 1971-02-24 PL PL1971146466A patent/PL76482B1/pl unknown
- 1971-02-24 YU YU447/71A patent/YU34449B/en unknown
- 1971-02-25 RO RO66068A patent/RO57651A/ro unknown
- 1971-04-19 GB GB2239671A patent/GB1303419A/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| FR2078788A5 (en) | 1971-11-05 |
| CA929365A (en) | 1973-07-03 |
| YU34449B (en) | 1979-07-10 |
| CH533206A (en) | 1973-01-31 |
| DE2108591B2 (en) | 1977-06-08 |
| SU393842A3 (en) | 1973-08-10 |
| PL76482B1 (en) | 1975-02-28 |
| US3657897A (en) | 1972-04-25 |
| CS172920B4 (en) | 1977-01-28 |
| GB1303419A (en) | 1973-01-17 |
| DE2108591C3 (en) | 1982-06-16 |
| RO57651A (en) | 1975-01-15 |
| IL36177A0 (en) | 1971-04-28 |
| YU44771A (en) | 1978-12-31 |
| DE2108591A1 (en) | 1971-09-09 |
| NL7101329A (en) | 1971-08-27 |
| SE372580B (en) | 1974-12-23 |
| AT300013B (en) | 1972-07-10 |
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