US1296312A - Tunnel-shield. - Google Patents
Tunnel-shield. Download PDFInfo
- Publication number
- US1296312A US1296312A US21523118A US21523118A US1296312A US 1296312 A US1296312 A US 1296312A US 21523118 A US21523118 A US 21523118A US 21523118 A US21523118 A US 21523118A US 1296312 A US1296312 A US 1296312A
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- United States
- Prior art keywords
- shield
- tube
- tunnel
- lining
- tail
- 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 - Lifetime
Links
- 238000012856 packing Methods 0.000 description 31
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 15
- 239000012530 fluid Substances 0.000 description 11
- 230000005641 tunneling Effects 0.000 description 9
- 206010000060 Abdominal distension Diseases 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 239000002184 metal Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000010985 leather Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Images
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
- E21D9/0635—Tail sealing means, e.g. used as end shuttering
Definitions
- tunnels are constructed with the use of a shield, within the tail of which the tunnel lining is erected, step by step as the work progresses, compressed air is used within the shield and within the tunnel to hold back surrounding water and other material.
- a shield within the tail of which the tunnel lining is erected, step by step as the work progresses, compressed air is used within the shield and within the tunnel to hold back surrounding water and other material.
- Such lining is of less diameter than the intcrnal diameter of the shield, hence there is a space between the inner surface of the shield and the outer surface of that portion of the lining that is within the shield, through which space air from the tunnel may escape and also through which space water may enter from the outside.
- the object of my invention is to provide improved means to block the escape of such air from the shield along the exterior portion of the lining therein, and yet not to interfere with the required shoving of the shield as the excavation for the tunnel proceeds at the forward part of the shield, and also to provide means to prevent flow of water form the ground around the lining into the tunnel through the space between the lining and the shield.
- my invention 1 provide a distensible or inflatable tube adapted to fit in the space between the tail of the shield and the portion of the tunnel lining therein, and means to permit distension or inflation of such tube within such space to expand the tube against the inner surface of the shield and the opposing portion of the tunnel lining, and to permit desired degree of collapse or deflation of suchtube Whenever required, as when the shield is shoved forwardly.
- a relatively firm or rigid backing to the tube, such as a metal plate, which may be secured to the inner surface of the tail of the shield to re tain the tube thereon and prevent'its creeping or displacement from the shield when the latter is shoved, which plate facilitates attachment of the tube to the shield or its letachmenttherefrom.
- Any desired number of such tubes may bearranged around the inner surface of the skin of the shield, and each tube may be suitably shaped according to the width of the portion of the space between the shield and the tunnel lining in i which the tube may be located, and each circle of tubing may comprise one or more sections.
- Figure 1 is a vertical section through a shield and a portion of a tunnel lining, illustrating my. improvements in the space between the shield and lining;
- Fig. 2 is an enlarged sectional detail view of the lower part of Fig. 1;
- FIG. 3 is a section substantially on the line 8, 3, in Fig. 2;
- Fig. l is an end view of Fig. 1, partly in section;
- Fig. 5 is an enlarged detail sectional view at the upper portion of the shield, taken substantially on the line 5, 5, in Fig. 4;
- Fig. 6 is a sectionaldetail illustrating the shield provided with a single annular recess and a single distensible packing tube;
- Fig. 7 is a cross sectional view of the shield illustrating a modification
- Fig. 8 is an enlarged detail section on the line 8, S in Fig. 7;
- Fig. 9 is an enlarged fragmentary view of a portion of Fig. .7 and Fig. .10 is a crosssection on the line 10, 10 1 ig- 7;
- the numeral 1 indicates a shield, which may be of any suitable or wellknown construction, adapted for use in tunnel construction, and at 2 is a portion of a tunnel lining adapted to be erected within the tail of the shield in a wellknown manner.
- the lining illustrated comprises contiguous rings which may be constructed of sections 2 comprising concrete or metal.
- At 3 are acks within the'jack ring 4: at the tail of the shield, the jacks having plungers or rams 3 adapted to operate against the tunnel lining for shoving the shield in an ordinary manner.
- the portion of the lining 2 erected within the tail of the shield is of less diameter than the interior diameter of the tail of the shield, whereby a space 5 is formed around the lining within said tail, through which space air from within the shield and the tunnel may escape and Water from the tunnel boring may enter the shield through such space unless the latter be blocked or closed. It has been customary to block up such spaces with bags of sand, clay or the like, also with movable metal plates at the face of the lining and in contact with the inner surface of the shield. The attempts to prevent the escape of air or the ingress of water with such crude means have never succeeded, so far as I am aware.
- I provide in the space 5 between the tail of the shield and the'periphery of the adjacent portion of the tunnel lining one or more distensible or inflatable tubes, indicated generally at 6, to form a packing to resist the escape of air from within the tunnel and shield through such space, and to block the inflow of water.
- Said packing tube may be made of canvas and rubber or in any other suitable manner, such as in the general nature of a single or double tube pneumatic tire, capable of withstanding pressure when distended or inflated in space 5 to bear forcibly against the opposing surface of the tail of the shield and the tunnel lining.
- Said packing tube is shown arranged in circular form within the tail of the shield and may be of any desired length.
- Tube 6 may be of such a length as will be adapted for convenient handling and such tube will be closed at opposite ends 6*, A single tube 6 may be used, or several shorter tubes may be used with the ends adjacent,
- the space 5 is variable in width on opposite sides of a vertical line through the shield and lining, and the diameter of the packingtube 6 may be such as best adapted to fill the corresponding portion of such space whenthe tube isdistended or be two or more of such recesses 7, each 0011- taining the tube or tubes 6, spaced apart within the tail of the shield, as illustrated in Figs. 1 to 5, or there may be a single recess 7 within the tail of the shield, as illustrated in Figs. 6 to 10.
- the position of the recess or recesses 7 is preferably such as to oppose the lining ring or rings just behind the space 8 within the tail of the shield in which a succeeding ring is to be set (Figs. 1 and 5), whereby the ring or rings 6 will not interfere with the setting of a lining ring in the space 8, as indicated in Fig. 8, and whereby when the shield is jshoved forwardly the packing ring or rings will be drawn forwardly by and with the shield over the last ring set, substantially to the position indicated in Figs. 1 and 5.
- Recess 7 may be formed in the tail of the shield in any suitable manner.
- annular rings 9, 10 secured in spaced relation within the tail of the shield, providing the space 7 between said rings, as illustrated in Figs. 1 to 6.
- Said rings may be riveted to the skin of the shield.
- one or more additional rings may be secured to the shield in spaced relation, such as a ring 9 at the righthand side of ring 10, as illustrated in 'Fig. 5, where two spaced recesses 7 are shown.
- the packing tube 6 will be secured to a backing plate 11 (one for each tube).
- Said plate may be of metal, riveted or otherwise suitably secured to said tube and adapted to be secured to the skin of the shield within the corresponding space 7, as by screw studs indicated at 12.
- the arrangement described permits the packing tubes to be detachably secured to the skin of the shield enabling correct replacement of the tubes, and the backing plate connection between the tube and shield affords resistance to displacement of tube 6 and prevents its separation from the shield when the shield is shoved along the tunnel lining, and when the pressure within the tube may from accident or intention be reduced at any time.
- the packing tube 6 will be faced 0n the surface opposing the tunnel lining with a strip or shoe, indicated at 13, to bear against the tunnel lining, to take wear thereon, which strip or shoe may be of leather and suitably riveted to tube 6.
- strip or shoe may be of leather and suitably riveted to tube 6.
- at least one edge portion 18 of strip 13 should project laterally from the side of tube 6, so as to be free to be pressed forcibly against the opposing tunnel lining by air pressure from within the shield, as illustrated at the lefthand side in the drawings, adjacent to the space 8.
- the packing tubes 6 are spaced apart within the tail of the shield, such tubes or tubes nearest the tail of the shield are preferably provided with webs projecting from the corresponding strip or shoe 13 toward the rear of the shield, as indicated at 13
- the strip or shoe 13 have the marginal webs 13 13 projecting on opposite sides of the tube, as illustrated in Figs. 6 and 10.
- the pro jecting portion 13 serves to obstruct the flow of water into the tail of the shield through the space 5 from without at the rear of the shield.
- the tube 6 may be provided with an inner tube 6". in the nature of the inner tube of a pneumatic tire, and such inner tube 6 may be connected with a supply hose or pipe 14 in any well known manner.
- a connection at 15 for hose 14 adapted to enter a hole 16 in the inner wall l of the skin of the shield, as well as to enter a hole in plate 11.
- the hose or pipe 14 is shown located within a space 1 between the inner and outer walls 1, 1 of the shield.
- the hose 14 may extend through an opening 17 in wall 1 and through an opening 18 in the wall 19 of the jack ring Within the shield, whereby such hose may be connected with any suitable supply means for forcing air or water into the distensible or inflatable packing tube 6.
- any suitable supply means for forcing air or water into the distensible or inflatable packing tube 6.
- one supply hose or tube 14 may be provided for each spaced pair of tubes 6, for connection together by a suitable coupling at 20 (Fig. 5), or each tube 6 may have a separate hose or tube 14 connected therewith.
- the arrangement of the spaces 1 within the skin at-the tail of the shield between the longitudinal spacing strips 1 thereof permits of the separate installation of the charging hose or tube 14 free from the tunnel lining without any interference with it or the usual erectors and other instrumentalities within the shield. I i
- the inflatable tube may terminate at any desired part of the shield, such as indicated at 21 in Figs. 7 and 9, and the corresponding recess 7 below the points 21 may be provided with a packing 22, such as of solid rubber or analogous material, against which the sections of the tunnel rings may be successively placed, which packing 22 will be of a character'adapted to withstand the pressure of the lining ring thereon, acting in the nature of a gasket.
- a packing 22 such as of solid rubber or analogous material
- the packing tube 6 may be in a single piece or in sections, as before described.
- the packing will be around the portion of the lining within the tail of the shield at all times during the progress of tunneling and may be maintained in distended or inflated form to a desired pressure whilea tunnel ring is being installed or erected within the space 8.
- the pressure within the distensible packing may be reduced to a desired extent to reduce friction and permit the forward movement of the shield without un duly straining the packing, and when the shove of the shield has been completed the packing may be again distended, and so on for. each shove of the shield.
- An advantage of my improvements is that the escape of air from within the tunnel and shield is effectively prevented by reason of the ability to maintain a desired pressure within the distensible or inflatable packing to force it against the opposing wallsof the shield and tunnel lining, in a uniform manner all around, whereby the expense of maintaining air pressure in the tunnel or shield is lessened.
- air pressure may be restricted to one or more chambers in the forward part of result of my inven ionis that Wh re h an balanced air pressure is great, as in a tunnel of large diameter in which multiple air pressures are used in the forward part of the shield, a cover of earth at the tail of the shield may be of the same thickness as that necessary for the cover at the forward part of the shield, because my improvement confines the tunnel air from escape at the tail.
- the pressure of air or water on the lateral webs or projections of the distensible tubes of itself causes obstruction of the passage of compressed air or water fromior into the tunnel.
- a shield for tunneling having means attached to the tail thereof to bear against a tunnel lining therein, said means having a surface opposing the shield and exposed to exterior fluid pressure within the space between said means and said shield, said means being forced by said fluid against said lining to prevent the passage of said fluid past said means.
- a series of members fastened to the tail of the shield in end relation to one another in the space between said shield and a tunnel lining therein, and means connected to said members and forced into contact with the lining by external fluid pressure.
- a shield for tunneling having a packing tube located against the inner surface of the tail of the shield in the space between said shield and a tunnel lining therein, and means secured to said packing tube and projecting laterally therefrom adapted to bear upon the lining by fluid pressure upon the outer surface of said means.
- a shield for tunneling having a distensi-ble packing tube located against the inner surface of the tail of the shield in the space between said shield and a tunnel lining therein, a flexible projection secured to the tube and projecting laterally therefrom, said projection being adapted to bear along its free edge upon the lining by fluid pressure upon the outer surface of said projection, and means to supply fluid to said tube for distention while within said space.
- a shield for tunneling having a distensible packing tube located against the inner surface of the tail of the shield in the space between said shield and a tunnel lining therein, flexible projections secured to the tube and projecting laterally therefrom freely on opposite sides, said projections being adapted'to respectively bear along their free edges upon the lining by fluid pressure upon their outer surfaces independent of the degree of inflation of the tube, and means to supply fluid to said tube for distention whlle within said space.
- a shield for tunneling having a distensible packing tube located against its inner surf-ace within the tail of the-shield in the space between said tail and a tunnel lining therein, said tube having a plate securedto its outer surface and located between the tube and the shield, said plate being secured to the shield to fasten'the tube bodily against the shield,'and means to supply fluid to said tube for distention while shield with said tube for its distention while within the space between the shield and lining.
- a shield for tunneling having spaced walls at its tail providing a space therebetween, a distensible packing tube located against the inner surface of the shield within the tail thereof to oppose a tunnel lining within the shield, said tube having a plate secured to its outer surface and located between the tube and the shield, said plate being secured to the shield to fasten the tube bodily against the shield, the inner wall of theshield being provided with openings communicating with said space between said walls, and a tube communicate ing with said packing tube and located within said space and openings and adapted for communication with pressure supply means within the shield.
- a shield for tunneling having distensible packing tubes located against the inner surface within the tail of the shield to fill the space between the shield and the tunnel lining, and means to supply each of said tubes for distention while within said space, one of said tubes being located near the end of the tail of the shield, and the other tube located a distance therefrom toward the front of the shield providing a of the shield to bear against the lining to of New York and State of New York, this exclude in%resii f Water and the 0135161 tube 2nd day of February, A. D. 1918. having a eXi e projection exten in toward the forward part of the shield to bear JOHN O BOURKE against the lining to prevent egress of air Witnesses: from the shield. T. F. BOURNE,
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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)
Description
J. F. OROURKE.
TUNNEL SHIELD.
APPLICATION FILED FEB. 4. 1918.
a SHEETS-SHEET n.
Patented Mar. 4,
e M a W 0 m M n4; NaRms mums cm, PHOTQLITHO. w asmrlcvam n cy J. F. OROURKE.
.TUNNEL SHIELD.
APPLICATION FILED FEB. 4.- 191a.
Patented Mar. 4,1919.
SSHEETS-SHEET 2.
m: Nam; Fur: m. mom-mm" WASIIIMGYON. n. c.
J'. F. OROURKE.
TUNNEL SHIELD.
APPLICATION FILER FEB. 4. 1918.
Patented Mar. 4, 19191 S HEET 3.
3 SHEETS UNITE ifl= STATS JOHN F. OROURKE, OF NEW YORK, N. Y.
TUNNEL-SHIELD.
Specification of Letters Patent.
Patented Mar. 4, 1919.
To all whom, it may concern:
Be it known that I, J OI-INF. OROURKE, a citizen of the United States, and resident of New York city, borough of Manhattan, in the county of New York and State of New York, have invented certain new and useful Improvements in Tunnel-Shields, of which the following is a specification.
here tunnels are constructed with the use of a shield, within the tail of which the tunnel lining is erected, step by step as the work progresses, compressed air is used within the shield and within the tunnel to hold back surrounding water and other material. Such lining is of less diameter than the intcrnal diameter of the shield, hence there is a space between the inner surface of the shield and the outer surface of that portion of the lining that is within the shield, through which space air from the tunnel may escape and also through which space water may enter from the outside.
The object of my invention is to provide improved means to block the escape of such air from the shield along the exterior portion of the lining therein, and yet not to interfere with the required shoving of the shield as the excavation for the tunnel proceeds at the forward part of the shield, and also to provide means to prevent flow of water form the ground around the lining into the tunnel through the space between the lining and the shield.
In carrying out my invention 1 provide a distensible or inflatable tube adapted to fit in the space between the tail of the shield and the portion of the tunnel lining therein, and means to permit distension or inflation of such tube within such space to expand the tube against the inner surface of the shield and the opposing portion of the tunnel lining, and to permit desired degree of collapse or deflation of suchtube Whenever required, as when the shield is shoved forwardly. For some purposes I prefer to secure a relatively firm or rigid backing to the tube, such as a metal plate, which may be secured to the inner surface of the tail of the shield to re tain the tube thereon and prevent'its creeping or displacement from the shield when the latter is shoved, which plate facilitates attachment of the tube to the shield or its letachmenttherefrom. I also prefer to proride sa d tube, its face ppo ing th vide the inner surface of the shield with an annular recess within which the aforesaid distensible or inflatable tube is adapted to be fitted, whereby such tube will be opposed on its outer periphery by the material of the shield and on its inner periphery by the material of the tunnel lining. Any desired number of such tubes may bearranged around the inner surface of the skin of the shield, and each tube may be suitably shaped according to the width of the portion of the space between the shield and the tunnel lining in i which the tube may be located, and each circle of tubing may comprise one or more sections.
My invention comprises novel details of improvement and combinations of parts that will be more fully hereinafter set forth and then pointed out in the claims.
Reference is to be had to the accompanying drawings forming part hereof, wherein,
Figure 1 is a vertical section through a shield and a portion of a tunnel lining, illustrating my. improvements in the space between the shield and lining; i
Fig. 2 is an enlarged sectional detail view of the lower part of Fig. 1;
' -Fig. 3 is a section substantially on the line 8, 3, in Fig. 2;
Fig. l is an end view of Fig. 1, partly in section;
Fig. 5 is an enlarged detail sectional view at the upper portion of the shield, taken substantially on the line 5, 5, in Fig. 4;
Fig. 6 is a sectionaldetail illustrating the shield provided with a single annular recess and a single distensible packing tube;
Fig; 7 is a cross sectional view of the shield illustrating a modification;
Fig. 8 is an enlarged detail section on the line 8, S in Fig. 7;
Fig. 9 is an enlarged fragmentary view of a portion of Fig. .7 and Fig. .10 is a crosssection on the line 10, 10 1 ig- 7;
In the acompanying drawings the numeral 1 indicates a shield, which may be of any suitable or wellknown construction, adapted for use in tunnel construction, and at 2 is a portion of a tunnel lining adapted to be erected within the tail of the shield in a wellknown manner. The lining illustrated comprises contiguous rings which may be constructed of sections 2 comprising concrete or metal. At 3 are acks within the'jack ring 4: at the tail of the shield, the jacks having plungers or rams 3 adapted to operate against the tunnel lining for shoving the shield in an ordinary manner. The portion of the lining 2 erected within the tail of the shield is of less diameter than the interior diameter of the tail of the shield, whereby a space 5 is formed around the lining within said tail, through which space air from within the shield and the tunnel may escape and Water from the tunnel boring may enter the shield through such space unless the latter be blocked or closed. It has been customary to block up such spaces with bags of sand, clay or the like, also with movable metal plates at the face of the lining and in contact with the inner surface of the shield. The attempts to prevent the escape of air or the ingress of water with such crude means have never succeeded, so far as I am aware.
In accordance with my invention I provide in the space 5 between the tail of the shield and the'periphery of the adjacent portion of the tunnel lining one or more distensible or inflatable tubes, indicated generally at 6, to form a packing to resist the escape of air from within the tunnel and shield through such space, and to block the inflow of water. Said packing tube may be made of canvas and rubber or in any other suitable manner, such as in the general nature of a single or double tube pneumatic tire, capable of withstanding pressure when distended or inflated in space 5 to bear forcibly against the opposing surface of the tail of the shield and the tunnel lining. Said packing tube is shown arranged in circular form within the tail of the shield and may be of any desired length. Tube 6 may be of such a length as will be adapted for convenient handling and such tube will be closed at opposite ends 6*, A single tube 6 may be used, or several shorter tubes may be used with the ends adjacent,
as abutting or overlapping, to form a con-' tinuous packing within space 5, as illustrated in Fig. 4. Since the tunnel lining rests upon the bottom of the tail of the shield, and is of less diameter than the inner diameter of said tail, the space 5 is variable in width on opposite sides of a vertical line through the shield and lining, and the diameter of the packingtube 6 may be such as best adapted to fill the corresponding portion of such space whenthe tube isdistended or be two or more of such recesses 7, each 0011- taining the tube or tubes 6, spaced apart within the tail of the shield, as illustrated in Figs. 1 to 5, or there may be a single recess 7 within the tail of the shield, as illustrated in Figs. 6 to 10. The position of the recess or recesses 7 is preferably such as to oppose the lining ring or rings just behind the space 8 within the tail of the shield in which a succeeding ring is to be set (Figs. 1 and 5), whereby the ring or rings 6 will not interfere with the setting of a lining ring in the space 8, as indicated in Fig. 8, and whereby when the shield is jshoved forwardly the packing ring or rings will be drawn forwardly by and with the shield over the last ring set, substantially to the position indicated in Figs. 1 and 5. Recess 7 may be formed in the tail of the shield in any suitable manner. Ihave shown the inner surface of the skin of the shield provided with annular rings 9, 10, secured in spaced relation within the tail of the shield, providing the space 7 between said rings, as illustrated in Figs. 1 to 6. Said rings may be riveted to the skin of the shield. Where two or more recesses 7 are provided within the tail of the shield, one or more additional rings may be secured to the shield in spaced relation, such as a ring 9 at the righthand side of ring 10, as illustrated in 'Fig. 5, where two spaced recesses 7 are shown.
By preference, the packing tube 6 will be secured to a backing plate 11 (one for each tube). Said plate may be of metal, riveted or otherwise suitably secured to said tube and adapted to be secured to the skin of the shield within the corresponding space 7, as by screw studs indicated at 12. The arrangement described permits the packing tubes to be detachably secured to the skin of the shield enabling correct replacement of the tubes, and the backing plate connection between the tube and shield affords resistance to displacement of tube 6 and prevents its separation from the shield when the shield is shoved along the tunnel lining, and when the pressure within the tube may from accident or intention be reduced at any time. By preference, the packing tube 6 will be faced 0n the surface opposing the tunnel lining with a strip or shoe, indicated at 13, to bear against the tunnel lining, to take wear thereon, which strip or shoe may be of leather and suitably riveted to tube 6. I prefer that at least one edge portion 18 of strip 13 should project laterally from the side of tube 6, so as to be free to be pressed forcibly against the opposing tunnel lining by air pressure from within the shield, as illustrated at the lefthand side in the drawings, adjacent to the space 8. Where two or more of the packing tubes 6 are spaced apart within the tail of the shield, such tubes or tubes nearest the tail of the shield are preferably provided with webs projecting from the corresponding strip or shoe 13 toward the rear of the shield, as indicated at 13 Where a single tube or a single annular series of tubes 6 are utilized within the tail of a shield, I prefer that the strip or shoe 13 have the marginal webs 13 13 projecting on opposite sides of the tube, as illustrated in Figs. 6 and 10. The pro jecting portion 13 serves to obstruct the flow of water into the tail of the shield through the space 5 from without at the rear of the shield. When spaced annular packing tubes are provided (Figs. 1 and 5) there will be a dead space 5 between said tubes, which may be charged, more or less, with air or water, or both, serving to aid in obstructing the escape of air from the tunnel or the flow of water into the tunnel. The Web 13, by bearing against the tunnel lining will act to obstruct the outflow of air from the tunnel somewhat in the nature of a valve in an air compressor, and the web 13 will obstruct the flow of water somewhat in the nature of a valve in a water pump.
By preference, the tube 6 may be provided with an inner tube 6". in the nature of the inner tube of a pneumatic tire, and such inner tube 6 may be connected with a supply hose or pipe 14 in any well known manner. To furnish fluid for distending or inflating the packing tube, I have shown a connection at 15 for hose 14, adapted to enter a hole 16 in the inner wall l of the skin of the shield, as well as to enter a hole in plate 11. The hose or pipe 14 is shown located within a space 1 between the inner and outer walls 1, 1 of the shield. The hose 14 may extend through an opening 17 in wall 1 and through an opening 18 in the wall 19 of the jack ring Within the shield, whereby such hose may be connected with any suitable supply means for forcing air or water into the distensible or inflatable packing tube 6. When there are two or more annular sets of packing rings 6,"one supply hose or tube 14 may be provided for each spaced pair of tubes 6, for connection together by a suitable coupling at 20 (Fig. 5), or each tube 6 may have a separate hose or tube 14 connected therewith. The arrangement of the spaces 1 within the skin at-the tail of the shield between the longitudinal spacing strips 1 thereof permits of the separate installation of the charging hose or tube 14 free from the tunnel lining without any interference with it or the usual erectors and other instrumentalities within the shield. I i
In some cases it may not be desired to extend the distensible or inflatable tube or tubes 6 completely around the tunnel lining, and in such cases the inflatable tube may terminate at any desired part of the shield, such as indicated at 21 in Figs. 7 and 9, and the corresponding recess 7 below the points 21 may be provided with a packing 22, such as of solid rubber or analogous material, against which the sections of the tunnel rings may be successively placed, which packing 22 will be of a character'adapted to withstand the pressure of the lining ring thereon, acting in the nature of a gasket. In suchcase the upper ends of the packing 22 and the lower ends 6 of the adjacent tube or tubes 6 will abut, as indicated in Figs. 7 and 9. v I
With the arrangeme ts of Figs. 7 to 10 the packing tube 6 may be in a single piece or in sections, as before described.
In accordance with my improvements the packing will be around the portion of the lining within the tail of the shield at all times during the progress of tunneling and may be maintained in distended or inflated form to a desired pressure whilea tunnel ring is being installed or erected within the space 8. When the shield is to be shoved forwardly, the pressure within the distensible packing may be reduced to a desired extent to reduce friction and permit the forward movement of the shield without un duly straining the packing, and when the shove of the shield has been completed the packing may be again distended, and so on for. each shove of the shield. An advantage of my improvements is that the escape of air from within the tunnel and shield is effectively prevented by reason of the ability to maintain a desired pressure within the distensible or inflatable packing to force it against the opposing wallsof the shield and tunnel lining, in a uniform manner all around, whereby the expense of maintaining air pressure in the tunnel or shield is lessened. Furthermore, by means of my invention air pressure may be restricted to one or more chambers in the forward part of result of my inven ionis that Wh re h an balanced air pressure is great, as in a tunnel of large diameter in which multiple air pressures are used in the forward part of the shield, a cover of earth at the tail of the shield may be of the same thickness as that necessary for the cover at the forward part of the shield, because my improvement confines the tunnel air from escape at the tail.
Furthermore, the pressure of air or water on the lateral webs or projections of the distensible tubes of itself causes obstruction of the passage of compressed air or water fromior into the tunnel.
Having now described my invention what I claim is:
1. A shield for tunneling having means attached to the tail thereof to bear against a tunnel lining therein, said means having a surface opposing the shield and exposed to exterior fluid pressure within the space between said means and said shield, said means being forced by said fluid against said lining to prevent the passage of said fluid past said means.
2. In a shield for tunneling, a series of members fastened to the tail of the shield in end relation to one another in the space between said shield and a tunnel lining therein, and means connected to said members and forced into contact with the lining by external fluid pressure.
3. A shield for tunneling having a packing tube located against the inner surface of the tail of the shield in the space between said shield and a tunnel lining therein, and means secured to said packing tube and projecting laterally therefrom adapted to bear upon the lining by fluid pressure upon the outer surface of said means.
4. A shield for tunneling having a distensi-ble packing tube located against the inner surface of the tail of the shield in the space between said shield and a tunnel lining therein, a flexible projection secured to the tube and projecting laterally therefrom, said projection being adapted to bear along its free edge upon the lining by fluid pressure upon the outer surface of said projection, and means to supply fluid to said tube for distention while within said space.
5. A shield for tunneling having a distensible packing tube located against the inner surface of the tail of the shield in the space between said shield and a tunnel lining therein, flexible projections secured to the tube and projecting laterally therefrom freely on opposite sides, said projections being adapted'to respectively bear along their free edges upon the lining by fluid pressure upon their outer surfaces independent of the degree of inflation of the tube, and means to supply fluid to said tube for distention whlle within said space.
6. A shield for tunneling having a distensible packing tube located against its inner surf-ace within the tail of the-shield in the space between said tail and a tunnel lining therein, said tube having a plate securedto its outer surface and located between the tube and the shield, said plate being secured to the shield to fasten'the tube bodily against the shield,'and means to supply fluid to said tube for distention while shield with said tube for its distention while within the space between the shield and lining. I
8. A shield for tunneling having spaced walls at its tail providing a space therebetween, a distensible packing tube located against the inner surface of the shield within the tail thereof to oppose a tunnel lining within the shield, said tube having a plate secured to its outer surface and located between the tube and the shield, said plate being secured to the shield to fasten the tube bodily against the shield, the inner wall of theshield being provided with openings communicating with said space between said walls, and a tube communicate ing with said packing tube and located within said space and openings and adapted for communication with pressure supply means within the shield.
9. A shield for tunneling having distensible packing tubes located against the inner surface within the tail of the shield to fill the space between the shield and the tunnel lining, and means to supply each of said tubes for distention while within said space, one of said tubes being located near the end of the tail of the shield, and the other tube located a distance therefrom toward the front of the shield providing a of the shield to bear against the lining to of New York and State of New York, this exclude in%resii f Water and the 0135161 tube 2nd day of February, A. D. 1918. having a eXi e projection exten in toward the forward part of the shield to bear JOHN O BOURKE against the lining to prevent egress of air Witnesses: from the shield. T. F. BOURNE,
Signed at New York city, in the county MARIE F. WAINRIGHT.
Copies of this patent may be obtained for five cents each, by addressing the "Commissioner of Patents;
' Washington, D. 0.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US21523118A US1296312A (en) | 1918-02-04 | 1918-02-04 | Tunnel-shield. |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US21523118A US1296312A (en) | 1918-02-04 | 1918-02-04 | Tunnel-shield. |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US1296312A true US1296312A (en) | 1919-03-04 |
Family
ID=3363863
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US21523118A Expired - Lifetime US1296312A (en) | 1918-02-04 | 1918-02-04 | Tunnel-shield. |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US1296312A (en) |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1044856B (en) * | 1956-10-08 | 1958-11-27 | Baugesellschaft Hallinger Komm | Seal and device for a tunnel or adit to be produced in shield driving |
| DE1197914B (en) * | 1964-01-18 | 1965-08-05 | Wayss & Freytag Ag | Annular gap seal for jacking shields |
| DE1216345B (en) * | 1961-02-02 | 1966-05-12 | Wayss & Freytag Ag | Lining for a tunnel to be produced in shield construction |
| DE1216915B (en) * | 1964-06-26 | 1966-05-18 | Holzmann Philipp Ag | Process for sealing a jacking shield against the ingress of water from behind as well as jacking shield for carrying out this process |
| US3298155A (en) * | 1966-02-15 | 1967-01-17 | Donald R Byfield | Apparatus for lining kilns |
| DE1244222B (en) * | 1962-05-11 | 1967-07-13 | Richard Schulz Tiefbauunterneh | Shield tail seal for a propulsion shield |
| DE1459879B1 (en) * | 1963-05-31 | 1970-06-25 | Robbins & Assoc James S | Propulsion shield |
| DE1534659B1 (en) * | 1964-12-01 | 1970-07-23 | Robbins & Assoc James S | Annular gap seal for a jacking shield |
| US3910058A (en) * | 1973-07-05 | 1975-10-07 | Dumex Travaux Publics | Construction of immersed structures |
| US3979920A (en) * | 1971-12-13 | 1976-09-14 | National Research Development Corporation | Sealing means |
| US4041713A (en) * | 1976-03-08 | 1977-08-16 | Tekken Construction Co. Ltd. | Method and apparatus for starting a tunneling machine from an initial placement within a vertical shaft sunk into the ground and provided with a starting port |
| US4473322A (en) * | 1979-05-07 | 1984-09-25 | Echols H Vance | Method and system for lining shafts |
| US4558906A (en) * | 1982-12-03 | 1985-12-17 | Mitsui Kensetsu Kabushiki Kaisha | Shield machine |
| US4645378A (en) * | 1984-03-30 | 1987-02-24 | Gochtief Ag Vorm. Gebr. Helfmann | Movable form front for a tunnel-lining form |
| US6092963A (en) * | 1997-11-18 | 2000-07-25 | Obayashi Corporation | Tail structure of shield driving machine |
-
1918
- 1918-02-04 US US21523118A patent/US1296312A/en not_active Expired - Lifetime
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1044856B (en) * | 1956-10-08 | 1958-11-27 | Baugesellschaft Hallinger Komm | Seal and device for a tunnel or adit to be produced in shield driving |
| DE1216345B (en) * | 1961-02-02 | 1966-05-12 | Wayss & Freytag Ag | Lining for a tunnel to be produced in shield construction |
| DE1244222B (en) * | 1962-05-11 | 1967-07-13 | Richard Schulz Tiefbauunterneh | Shield tail seal for a propulsion shield |
| DE1459879B1 (en) * | 1963-05-31 | 1970-06-25 | Robbins & Assoc James S | Propulsion shield |
| DE1197914B (en) * | 1964-01-18 | 1965-08-05 | Wayss & Freytag Ag | Annular gap seal for jacking shields |
| DE1216915B (en) * | 1964-06-26 | 1966-05-18 | Holzmann Philipp Ag | Process for sealing a jacking shield against the ingress of water from behind as well as jacking shield for carrying out this process |
| DE1534659B1 (en) * | 1964-12-01 | 1970-07-23 | Robbins & Assoc James S | Annular gap seal for a jacking shield |
| US3298155A (en) * | 1966-02-15 | 1967-01-17 | Donald R Byfield | Apparatus for lining kilns |
| US3979920A (en) * | 1971-12-13 | 1976-09-14 | National Research Development Corporation | Sealing means |
| US3910058A (en) * | 1973-07-05 | 1975-10-07 | Dumex Travaux Publics | Construction of immersed structures |
| US4041713A (en) * | 1976-03-08 | 1977-08-16 | Tekken Construction Co. Ltd. | Method and apparatus for starting a tunneling machine from an initial placement within a vertical shaft sunk into the ground and provided with a starting port |
| US4473322A (en) * | 1979-05-07 | 1984-09-25 | Echols H Vance | Method and system for lining shafts |
| US4558906A (en) * | 1982-12-03 | 1985-12-17 | Mitsui Kensetsu Kabushiki Kaisha | Shield machine |
| US4645378A (en) * | 1984-03-30 | 1987-02-24 | Gochtief Ag Vorm. Gebr. Helfmann | Movable form front for a tunnel-lining form |
| US6092963A (en) * | 1997-11-18 | 2000-07-25 | Obayashi Corporation | Tail structure of shield driving machine |
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