US3813885A - Method for constructing an underground railway - Google Patents

Abstract

Method and apparatus for constructing an underground railway which includes platform station tunnels and interconnecting carrier tunnels, both the platform station tunnels and carrier tunnels being constructed as a gradually formed subsurface gallery, without excavating through the overburden. All the tunnels are formed with the aid of an underground tunneling machine housed in a shield. All tunnels have substantially the same profile.

Description

United States Patent 1191 Tabor 1 June 4, 1974 [54] METHOD FOR CONSTRUCTING AN 1,981,361 11/1934 Jones 404/1 UNDERGROUND RAILWAY 3,319,385 5/1967 Szpytman 404/1 X 3,386,351 6/1968 Shusaku Hara 404/1 [76] Inventor: John R. Tabor, 3400 Spruce St, 3,410,098 11/1968 Winberg 61/85 Racine, Wis. 53403Fl d M 19 1971 OTHER PUBLICATIONS v [22-] ay Engineering News Record June 17, 1926, V01. 96, [21] Appl. No.: 144,888 No.24, Facing P. 974.

[30] Foreign Application Priority Data Primary Examiner D Taylor May 28, 1970 Netherlands 7007758 f Agent Mme", House & 52 us. (:1. 61/44, 61/42 [51] Int. Cl. E0lg 3/04 [57] ABSTRACT [58] Field ofSearch 61/43, 44, 42, 45 R, 84, Method and apparatus for constructing an under 61/85 ground railway which includes platform station tunnels and interconnecting carrier tunnels, both the plat- [56] References C'ted form station tunnels and carrier tunnels being con- UNITED S A E A 'structed as a gradually formed subsurface gallery, 804,437 11/1905 See 61/42 without excavating through the overburden. All the 899,735 9/1908 Jackson.... 61/44 tunnels are formed with the aid of an underground 922,768 5/1909 Jackson 61/44 tunneling machine housed in a shield. All tunnels have l HCSS substantially the ame profile 1,138,603 5/1915 Hallinger 61/42 1,899,474 2/1933 5 Claims, 7 Drawing Figures a, m 1 28 F25 O [91 J 8 Pmmimuu 4mm $813385 sum 1 s 1 INVENTOR Q 77150;

BY MM ATTORNEY 1' METHOD FOR CONSTRUCTING AN UNDERGROUND RAILWAY BACKGROUND OF THE INVENTION sure walls, and restoring the surface site. This technique disrupts surface traffic and other activity for a prolonged period of time and introduces many problems of transporting materials and equipment to the site as well as removing spoil from the site. Moreover, the excavating equipment housed in tunneling shields which excavate the carrier tunnels cannot travel under their own power in the space excavated for the platform station. The tunneling machine must be dismantled, transported across said space and reassembled at the other side of the space to resume excavation of the carrier tunnel. Special equipment and handling procedures are required during this movement. This requirement causes considerable lost time and disruption in tunneling momentum.

SUMMARY OF THE INVENTION According to the present invention both the carrier tunnels and the platform stations are formed as a consecutive and gradually formed continuous gallery. No massive excavation through the overburden is required and the same tunneling machine which forms the carrier tunnels also forms the platform stations as tunnels with the same profile as the carrier tunnels. Accordingly, the problems encountered and created in massive excavation through the overburden are completely eliminated and tunneling momentum is maintained. Structural tunnel elements are installed within the tunnel area in a repetitive building block fashion. Structural elements are prefabricated off-site with proper manufacturing procedures and quality control, thus reducing on-site labor and equipment congestion. The structural elements are fabricated to support the tunnel wall as well as the platforms and associated equipment.

Thus all tunnels are constructed completely subterraneously in the continuous advance of the tunneling machine, except for escalator and transfer ramps which connect between platform tunnels and between platform tunnels and surface halls.

Underground railways constructed according to the present invention have the added advantages that modifications in the platform station, such as extending the platforms to accommodate longer trains and heavier traffic loads, can be accomplished in ashort time with no work exterior of the existing tunnel walls, at low expense and with minimum disruption of continued operation of the subway system.

Tunnels embodying the present invention desirably have vertically stacked upper and lower traffic levels. Where tunnels intersect at the same grade level, means are provided to switch the traffic in one tunnel entirely into one level and traffic in the other tunnel to the other level, thus to avoid a grade crossing at the intersection. In some embodiments there are two parallel tracks on each level. In other embodiments there is one track on each level.

1 2 Other objects, features andadvantages of the invention will appear from the disclosure.

DESCRIPTION OF THE DRAWINGS FIG. 1 is a diagrammatic view, partly in elevation and partly in vertical cross section through a subway system embodying the present invention at the location of a platfonn station and showing a townsite schematically at the surface level.

FIG. 2 is a vertical cross section taken along the line II-II of FIG. I.

FIG. 3 is a perspective view of a crossing or intersection between two carrier tunnels at equal level, portions of the tunnel walls being broken away to expose the interior.

FIG. 4 is a longitudinal section of a tunnel in the course of forming it with a shield mounted excavator.

DESCRIPTION OF THE PREFERRED EMBODIMENTS Although the disclosure hereof is detailed and exact to enable those skilled in the art to practice the invention, the physical embodiments herein disclosed merely exemplify the invention which may be embodied in other specific structure. The scope of the invention is defined in the claims appended hereto.

FIG. 1 schematically illustrates a portion 1 of a town over a subway system embodying the present invention. The town may include acanal 2 and has various buildings, etc., above the level of the ground surface. The

subway or underground railway includes astation zone 3 which is underground.Station zone 3 includesplatform tunnels 4, 21 andcarrier tunnels 5, 6. In accordance with the invention theplatform tunnel 4 is fonned consecutively with thecarrier tunnels 5, 6. Both thecarrier tunnels 5, 6 andplatform tunnel 4 have the same profile and are formed as one continuous gallery, for example by the tunneling mechanism shown in FIG. 4, and without requiring massive excavation through the overburden.

Each tunnel desirably has ahorizontal partition 29 between upper and lower levels in the interconnecting tunnels, thus to form a floor for anupper track 10 at the top tunnel level. The lower tunnel level has a floor for a track 9. In theplatform tunnel 4 there are respectively top and bottom loading platforms 7, 8 each of which extends for approximately one-half of the width of the tunnel, the other half being occupied by thetracks 10, 9.

The lower platform 8 communicates with the upper platfonn 7 by means of escalators 11. Top platform 7 communicates withsurface halls 14 of thestation 3 by means ofescalators 13 arranged ininclined tubes 12. The top platform 7 may also communicate with thelower platform 18 of acrossing platform tunnel 21 which is at a higher non-intersecting level but which is substantially identical withplatform tunnel 4, by means ofescalators 16 arranged ininclined tube 15. The

lower platform 18 is positioned alonglower track 19 intube 21 and communicates by means ofescalators 22 with thetop platform 17 positioned along the top track intube 21.Top platform 17 intube 21 communicates with a surface hall 24 ofstation 3 by means ofescalators 23.

In the embodiment of the invention shown in FIGS. 1 through 3 each of thetracks 9, 10, 19, 20 and each of theplatforms 8, 7, 18, 17 is positioned in a quadrant of itsrespective platform tunnel 4, 21. Each quadrant offers a sufficient space for theclearance zone 26 of therolling stock 25, as indicated in FIG. 2.

All tunnels are desirably built up ofconcrete liner blocks 27 as disclosed in my Canadian Patent 816,998 of July 8, 1969- This. ssaslri tisnjas uqssshq ld r sections 28fo r supporting the partition orfloor 29.Far tition 29 supports the upper tracks and platform and also stiffens and re-enforces the tunnel structure.

As shown in FIG. 3, two carrier tunnels 3t), 31 typically may intersect at the same level. The tunnels have sufficient carrier space for providing an undisturbed or separated crossing for the tracks in the respective tun nel levels. In this embodiment there is a single track at each level of each tunnel. At the intersection thefloor partitions 38 in each tunnel intersect at the same level. The top track 32 inquadrant 33 intunnel 31 is diverted to one side toquadrant 34 and thebottom track 37 of thesame tunnel 31 is brought upwardly onramp 70 through an opening 73 infloor 38 ontofloor 38, but inquadrant 33.Lower track 39 in tunnel is also diverted to one side of thelower tunnel 40, fromquadrant 40, toquadrant 41, and thetop track 43 inquadrant 44 descends onramp 70 intoquadrant 40 at thelower floor level 42 oftunnel 30. Accordingly, the tracks will cross at different levels, thus avoiding conflict between traffic at the intersection of the two tunnels.

After passing through theintersection, the tracks return to their original levels and their original quadrants.

FIG. 7 illustrates an intersection similar to that shown in FIG. 3 but in which each of thecarrier tunnels 30, 31 carry two tracks at each level, for a total of four tracks in each tunnel. In this view the elements which correspond to those in FIG. 3 are given the same reference characters.

Intunnel 31track 370 at the lower level is located inquadrant 74 and parallels track 37 inquadrant 35.Track 32a is provided inquadrant 34 at the upper level and parallels track 32 inquadrant 33. Intunnel 30 track 39a at the lower level is located inquadrant 41 and parallels track 39 inquadrant 40. Track 43a is provided in quadrant '75 at the upper level and parallels track 43 inquadrant 44.

In order to transfer trains running on the additional tracksvarious switches 71 are provided whereby trains running on parallel tracks on one level of a tunnel can be transferred to a single track which passes through the zone of intersection of two tunnels as hereinbefore described in connection with FIG. 3. Operation of the switches may be automatically controlled to avoid conflict between trains.

Further flexibility in train operation can be provided by crossing switches 72 which are disposed between parallel runs of the upper and lower tracks where they merge at the same level at the intersections of the tunnels.

FIG. 4 illustrates the manner of use of a shieldtunneling-drill 46 to construct tunnels suitable for use in the present invention. in this figure acarrier tunnel 5 has previously been constructed. Its lining consists of arced liner blocks 45. A few of the liner blocks ofplatform tunnel 4 have already been positioned on an extension ofcarrier tunnel 5 in the gradually formedcontinuous gallery 47.

The shield-tunneling-drill 46 consists of a profiledhollow shield 48 provided with acutting edge 49 and askirt 50 sealed by means of a trailingannular sealing strip 51 at the outside of the liner blocks 45 which have already been positioned. Theshield 48 is closed by means of a transverse partition orbulkhead 52 immediately behind thedigging wheel 53 which is mounted for rotation in the bulkhead. Diggingwheel 53 is driven by amotor 54 and has digging implements 55 and ahollow hub 56 provided withopenings 60 through which the digging implements 55 discharge spoil. Ahopper 57 is positioned within thehub 56 and is mounted on thepartition 52 and has an outlet 58 which can be closed bygate valve 59. Theparts 60 are sealed at the lower side of thehollow hub 56 by a stationary baffle or sea]-ing plate 61. Spoil delivered through outlet 58 is deposited down a ramp onto a spoildischarge conveying belt 62.

The liner blocks 45 are supplied by aconveyor belt 63 and are positioned in the tunnel wall by lifting and setting apparatus notshown.Jacks 64 press against positioned liner blocks 45 to force theshield 48 forwardly. Theshield 48 is thus advanced andspoil removed from the tunnel face by thecutting wheel 53, thus gradually elongating thegallery 47 from onecarrier tunnel 5 or 6 through theplatform tunnel 4 and therebeyond into thenext carrier tunnel 5 or 6, and so on, without requiring any excavation from the surface.

After theplatfonn tunnels 4 are thus formed they are connected to thesurface halls 14 by means of theinclined tube 12.

FIG. 5 illustrates aplatform tunnel 4 to whichcarrier tunnels 5 are connected and in which the platform 8 occupies substantially the entire length of theplatform section 4. In this embodiment each level of each carrier tunnel is provided with two parallel tracks, such astracks 37 and 370, as in FIG. 7.Switches 71 are utilized to divert traffic fromtrack 37 to track 370 within theplatform tunnel 4, for loading purposes.

FIG. 6 illustrates an arrangement similar to that in FIG. 5, and also illustrates the technique for enlarging theplatform tunnel section 4 from its extent indicated by the showing of platform 8 in full lines to its enlarged zone indicated by the platform extensions 8a shown in broken lines. All that is required is to moveswitches 71 longitudinally along the continuous tunnel gallery away from the platform 8 and to add the platform extensions 8a. No work exterior of the existing tunnel walls is required and these remain intact. Theswitches 71 can be installed during periods of light traffic, thus clearing the platform area for construction of the extensions 8a. Moreover, while construction work is being performed on one level .of theplatform tunnel 4 it is possible to transfer traffic to the other level temporarily, as by the techniques illustrated in FIGS. 3 and 7 in which ramps are provided between two tunnel levels. Thus construction work can continue with minimum disruption of traffic.

H6. 4 is illustrative of one form of shield mounted excavating machine useful for forming the tunnels. My US. Pat. Nos. 3,382,002 and 3,404,920 show other forms. In its broad aspects the invention is not limited to any particular form of tunneling machine.

I claim:

1. A method for constructing an underground railway which includes spaced platform stations and interconnecting carrier tunnels, said method comprising the construction of both the platform stations and carrier tunnels as a substantially uniform profile continuous subsurface gallery fonned by continuously tunneling longitudinally of said gallery to form successively a carrier tunnel, a platform station, and another carrier tunnel at the other side of the platform station, installing laterally adjacent loading platforms and track in the platform station portions of said continuous gallery to define said platform stations and installing track in the carrier tunnel portions of said continuous gallery, and installing passenger ramps laterally into the platform stations portions of said continuous gallery.

2. The method of claim 1 in which the platform stations comprise tunnels communicating with the carrier tunnels, all said tunnels being formed with the aid of an underground tunneling machine housed in a shield which defines the cross sectional profile of all said tunnels.

3. The method of claim 1 plus the step of providing said gallery with upper and lower levels separated by a horizontal partition, two of said carrier tunnels intersecting at the same level, and the step of installing ramps through said partition to transfer all traffic in one tunnel to the other level at said intersection, whereby to avoid grade crossings at said intersections.

the extended loading platform.

Claims (5)

1. A method for constructing an underground railway which includes spaced platform stations and interconnecting carrier tunnels, said method comprising the construction of both the platform stations and carrier tunnels as a substantially uniform profile continuous subsurface gallery formed by continuously tunneling longitudinally of said gallery to form successively a carrier tunnel, a platform station, and another carrier tunnel at the other side of the platform station, installing laterally adjacent loading platforms and track in the platform station portions of said continuous gallery to define said platform stations and installing track in the carrier tunnel portions of said continuous gallery, and installing passenger ramps laterally into the platform stations portions of said continuous gallery.

2. The method of claim 1 in which the platform stations comprise tunnels communicating with the carrier tunnels, all said tunnels being formed with the aid of an underground tunneling machine housed in a shield which defines the cross sectional profile of all said tunnels.

3. The method of claim 1 plus the step of providing said gallery with upper and lower levels separated by a horizontal partition, two of said carrier tunnels iNtersecting at the same level, and the step of installing ramps through said partition to transfer all traffic in one tunnel to the other level at said intersection, whereby to avoid grade crossings at said intersections.

4. The method of claim 1 in which the capacity of the platform station is increased while the existing tunnel walls remain intact and including the step of extending the loading platforms along said tunnel walls to increase their length.

5. The method of claim 4 plus the further step in which any track in the path of extension of said loading platform is also removed and replaced at points beyond the extended loading platform.

Images