US1800819A

US1800819A - Method and means for constructing tunnel stations

Info

Publication number: US1800819A
Application number: US464746A
Authority: US
Inventors: Donaldson Francis
Original assignee: Mason & Hanger Co Inc
Current assignee: Mason & Hanger Co Inc; Mason & Hanger Company Inc
Priority date: 1930-06-30
Filing date: 1930-06-30
Publication date: 1931-04-14
Anticipated expiration: 1948-04-14

Description

April 14, 1931. 1,800,819

METHOD AND MEANS FOR CONSTRUCTING TUNNEL STATIONS F. DONALDSONJ 4 Sheets-Sheet 1 Filed June 30. 1930 a m H N illwlll lbil N INVENTOR.

ATT RNEY April 14, 1931. F. DONALDSON 1,800,319

METHOD AND MEANS FOR CONSTRUCTING TUNNEL STATIONS Filed June 50, 1930 4 Sheets-Sheet 2 INVENT OR A ril 14, 1931. F. DONALDSON METHOD AND MEANS FOR CONSTRUCTING TUNNEL STATIONS Filed June 30, 1950 4 Sheets-Sheet 5 IN VE OR ,April 14, 1931. F. DONALDSON 1,800,819

METHOD AND MEANS FOR CONSTRUCTING TUNNEL STATIONS Filed June 30, 1930 4 Sheets-Sheet 4 Jma,

IN VENT OR A ORNE Y Patented Apr. 14, 1931 UNITED STATES PATENT OFFICE FRANCIS nonnLnsoiv, or Yonxnnsnnw YORK, ASSIGNOR 'IO Mascara HANGER GOM- PANSLINCL, on NEW YORK, N. Y., A CORPORATION or WEST VIRGINIA METHOD AND MEANS FOR GONS'I'RUC'IING TUNNEL STATIOlN'S Application filed June 30,

In the construction of subaqueous or other shield-driven railroad tunnels, particularly for subways, it is usually advisable to constructa station not far from the edge of the river or at least in the soft ground portions of the tunnel. Such tunnels are ordinarily composed of two independent parallel cast-ironlined tubes driven with shields under compressed air. Stations such as those referred to are customarily built by the removal, segment by segment, of the adjacent portions of the cast-iron lining of the two tubes and the piecemeal construction ofa passageway between thein thatwill serve as an island station. Such construction has proven diflicult, dangerous and exceedingly slow.

On account of the difliculties previously experienced, I have devised an improved method of and means for constructing a station or enlargement in soft ground between parallel tubes previously driven. Among the objects of this invention are to expedite very greatly the construction of such stations, to reduce the cost of such work materially, and to prevent settlement of the surface and consequent disturbance of superincumbent structures or public utility facilities beneath the surface of the ground.

My invention consists of the driving of a new tunnel arch between the tubes, prefera bly by the tunnel platemethod, thehaunches of said arch being supported upon the shells of the two tubes and the shells of the tubes being in turn supported interiorlyby upright timbers or other temporary struts or supports, so as to permit the subsequent re moval of the portions of these shells adjacent to one another. The timnel plates are supported immediately after placing by archrings made of structural members, and, during the subsequent excavation and construction of the interior portions of the station,

these arclrrings act as true arches and their end reactions are transmitted through the tube linings to the timbers or internal supports hereinbefore mentioned. It is, of course, necessary subsequently to remove these timbers, and the overlying loads carried by the arch must then be transmitted through suitable structurable members to a 1930. Serial no. 464,746;

new floor slab directly beneath the arch. The top portions of the arch-rings are therefore preferably constructed so as to serve as beams or girdersafter the loads are transferred to the permanent structure and through it to the between thetubes is removed to a level approximately that of the bottom ofthe tubes and aconcrete or other foundation slab is placed-L Thelinings of both original tu'bes between the foot of the arch and the top of the new floor slab are removed, horizontal struts being supplied as required to take care ofthe lateral pressure of the earth outside of the tubes. The permanent structural framework of the station is constructed in the open space beneath the arch, but the final closures between thisstructural framework and the bow strings and betweenthe framework and tunnel linings are not made at this time. Suitable jacking means are provided between the structural framework of the station and roof of thestation tunnel, the fra1nework is stressed to a degree determined in accordance withthe expected final load, and while this stress is maintained the closures referred to are made.

In the accompanying drawings forming part hereof p Fig. l is a vertical longitudinal section of a. station in course of construction, including a completed portion, intermediate portions being broken out to economize space on the drawing;

Figs. 27 are sections taken on correspondingsection lines of Fig. 1. illustrating different steps or stages in the method; and

lVhile the steps of constructing the station are successive, it will be understood that they progress simultaneously at difi'erent points alon the length of the station location, as indicated in Fig. 1. e

At the head end of the work,- anarched top heading 26 is driven, this top heading being supported promptlyas it is advanced, by means of known pressed steel tunnel plates 6, which are temporarily braced by trench jacks or the like 7 Following thereafter, curved structural members 8, preferably of channel section, having chord members '9, are placed beneath the tunnel plates on temporary supports 10, and are wedged up against the plates. The trench jacks are removed, and lowercurved channel members 11 are placed between the ends of the members 8 and longitudinal sills 12 resting on the tubeshells, and are wedged tight. .The

members

8, 11 then constitutearch-rings-or arch-ribs which carry the over lying earth load andthe loadcof any superimposed structures, and. apply their endre actions to the tunnel shells,which in turn are supported internally by the struts 3. The temporary posts'can then be removed.

I The upper bench being then excavated,

transverse track sills 13 may be laid, these track sills being useful also for transverse bracing. The lower bench is excavated,and the concrete 1 1 is placed on the sub-grade.

.At this stage the segments of the inner or adjacent portions of the tunnel'shellsare removed. p p

The permanent structural steel workfof the station, including, for example, uprights 15, lower transverse members 16, upper transverse girders 17 and longitudinal girders 18, is erected on thefloor slab. The concrete of the platfor'm'is'poured up to the top of the transverse channels16.

Temporary longitudinal girder beams19 hydraulic jacks 20 and posts 21 are interposed between these temporary girders and the ends of the bow-string trusses. The jacks are then actuated to impose on the framework of the station a downward stress closely approximating the eXpected'final loading of the station. Then, and not until then, the

final closures are made between the archesand the framework of the station, and likemode 19 wise between this structure and the shells V of the tubes.

The closure between the framework and the bow-string trusses forming the roof beams is formed by placing the concrete 23 of the upper or mezzanine part of the structure. The closures between the framework and the tube shells consist of special castings 24: and 25 wedged between the tube segments and the framework.

Finally, the bracings in tlie'tubes are removed and the concreting insidethe tubes completed;

Certain of the tunnel plates are provided with openings through which grout is pumped outside of the lining in the first instance, and in order to have the metal of the station roofsurrounded on all sides by: con-:

crete, concrete blocks 22 ma be interposed between the tunnelplatesant thearch-rings.

' While the preferred mode ofexecution has been described in some detail, 'itwill be understood that theprocedure and the elements which enteriinto it may be, modified Within the scope of the invention asqdefined-in the claims Iclaim:

1. In the construction of a station or en-a largement in tunnel between, twopreviously driven j tunnel tubes, the excavation of said station or enlargement under the protection" of' arch-rin s bearing upon the top of the shells of the tubes, the shells in'turn being supported by temporary struts within the tubes. V i A 2. A method of constructing-a station between two previously driven tunnel tubes, which comprises tunneling the station-under the protection of arches, causing said arches to bear upon the tops of the shells 'of' the tubes, and supporting the shells in turn by temporary internal struts, thereafter taking out the adjacent portions of the shells, constructing the interior of the station, and eventually transferring the reaction of the load overlying the stationfrom the tube shells to; the permanent. structure directly IOU the protection of arch-rings which are placed to bear upon the tops of the shells of the tubes while the shells are supported in turn 1 I v by temporary internal struts,the,top porare placed on the transverse girders 17, and

tions of said arch-rings being adapted. to serve eventually as roof beams, removing the adjacent portions of the tube shells,constructing a permanent framework inthestationens largement, connecting said beams with said enlargement in tunnel between two prelying load which they carry is transferred from the tube shells.

A method of constructing a station be tween two previously driven tunnel tubes, which comprises placing temporary supports in the interior of the tube shells, tunneling between and above the tubes, progressively placing plates and arch rings to carry the overlying load and applying the end reactions of said rings tothe tops of the tube shells, completing the excavation for the station under the protection of said rings, laying a floor slab, removing the inner sections of the tube shells down to the floor slab, constructing the station structure on said floor slab, and eventually transferring the reaction of the load on the top portions of the arch-rings from the tube shells to said station structure.

6. A method of constructing a station between two previously driven tunnel tubes, which comprises placing temporary supports in the interior of the tube shells, driving an arch tunnel between and above the shells, placing arches to carry the overlying load and to apply their end reactions to the tops of the tube shells, completing the excavation for the station under the protection of said arches, removing the adjacent portions of the tube shells, constructing a foundation and a permanent station structure in the excavation thus protected, stressing the station structure to a degree corresponding to its expected final load by jacking between the structure and the arches, and making a closure between the station structure and the arches while this stress is maintained.

7. A method of constructing a station between two previously driven tunnel tubes, which comprises tunneling the station under the protection of arches, causing said arches to bear upon the tops of the shells of the tubes, and supporting the shells in turn by temporary internal struts, thereafter taking out the adjacent portions of the shells, laying a foundation for the station at the bottom of the excavation between the tubes, erecting a permanent framework thereon, stressing said framework to a degree correspond ing to the expected final load, and while said stress is maintained making closures between the framework of the station and the arches.

8. Amethod of constructing a station between two previously driven tunnel tubes, which comprises tunneling thestation under the protection of arches, causing-said arches to bear upon the tops of the shells of the tubes, and supporting the shells in turn by temporary internal struts, thereafter taking out the adjacent portions of the shells, laying a foundation for the station at the bottom of the excavation between the tubes, erecting a permanent framework thereon, stressing said framework to a degree corresponding to the expected final load, and while said stress is maintained making closures between the framework of the stationand the arches and between the framework and the shells of the tubes.

9. In the construction of an islandstation in soft ground, the combination with two previously driven tunnel tubes, of temporary supports in said tubes, tunnel plates and archrings carrying the load overlying an arch tunnel driven between and above said tubes, the ends of said arch-rings bearing on the tops ofthetube shells so as to transmit the roof load to the temporary supports within the tubes, and the top portions of the arch rings being constructed so as to form roof beams of the station. a

10. In the construction of an island station in soft ground, the combination with two previously driven tunnel tubes, of temporary supports in said tubes, tunnel plates and arch-rings carrying the load overlying an arch tunnel driven between and above said tubes, the ends of said arch-rings bearing on the tops of the tube shells so as to transmit the roof load to the temporary supports within the tubes, and the top portions of the arch rings being constructed so as to form roof beamsof the station, andmeans for relieving the supports within the tubes of the roof load and transferring it to a permanent structural framework resting upon foundations between the tubes.

FRANCIS DONALDSON.