US626078A - Tunnel-lining - Google Patents

Tunnel-lining Download PDF

Info

Publication number
US626078A
US626078A US626078DA US626078A US 626078 A US626078 A US 626078A US 626078D A US626078D A US 626078DA US 626078 A US626078 A US 626078A
Authority
US
United States
Prior art keywords
lining
tunnel
blocks
shield
wooden
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
Application number
Publication date
Application granted granted Critical
Publication of US626078A publication Critical patent/US626078A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/38Waterproofing; Heat insulating; Soundproofing; Electric insulating
    • E21D11/385Sealing means positioned between adjacent lining members

Definitions

  • My invention relates to improvements in tunnel-linings to be used in the construction of tunnels and subways in connection with the use of a shield which is employed in the process of excavation in a well-known manner.
  • the object of my invention is to provide a combined outer ⁇ tunnel-lining and shield abutment-ring within which the masonryof the tunnel-lining maybe built, or a concrete lining may be secured and completely protected both against the pressure and destructive actions of extraneous or unexcavated material until the inner lining containing lime or cement has been thoroughly dry and set.
  • My invention consists in an outer tunnellining made of wooden blocks or sections locked together and placed one upon the other and secured together, the circumferential joints being preferably laid with sheets of suitable waterproof material, as burlap soaked in tar, which will, when tightly compressed by the rams, provide a non-yielding abutment to receive the pressure of the shield and also a water-tight outer lining for the masonry.
  • My invention further consists in securing inwardly-projecting bolts to the wooden lining, having bond-plates upon their inner end to hold the concrete or other inner lining more securely to the outer lining, as will hereinafter appear with reference to the accompanying drawings, wherein- Figure 1 is a perspective view of a series of blocks, lining, and connecting-pieces laid together to form my improved outer lining; Fig. 2, a transverse section upon a reduced scale of a tunnel formed in accordance with my invention, and Fig. 3 a perspective detailof asegmental lining-strip and fragments of two adjacent strips.
  • the tunnel-lining as shown in Fig. 1, comprises an outer lining of wooden blocks matched and interlocked at their ends and placed in rings or in a continuous ring circumferentially within the bore of the tunnel, the wooden blocks 1, as shown, having a V- shaped protrusion 2 at one end and a corre- -sponding V-shaped indenture 3 at the other end to match and interlock with each other, and thus provide a self-supporting cylindrical shell, against which the outer unexcavated loose and liquid material of the tunnel-bore may be supported.
  • the circumferential seams between the layers of wooden blocks may be protected and be made waterproof by a layer of waterproof material 4, as burlap, formed in segmental sections, with rabbeted ends 5, soaked in tar and placed between each layer of blocks and compressed together with the blocks by means of the rams in a solid cylindrical mass, the burlap layer breaking joint with the blocks and the blocks and burlap sections being built up continuously, one following the other, the pistons of the rams being released and adj usted successively and continually, thus enabling the shield to be g pushed forward without intermission.
  • a layer of waterproof material 4 as burlap, formed in segmental sections, with rabbeted ends 5, soaked in tar and placed between each layer of blocks and compressed together with the blocks by means of the rams in a solid cylindrical mass
  • the continuous method of laying the outer lining and moving the shield forward uninterruptedly is of great advantage both for expediting the Work and for keeping the constant pressure upon the outer lining to render it perfectly water-tight before the inside lining is laid.
  • the rings of blocks being thus tightly compressed by the rams may be tied together by lagging 6, placed longitudinally within the outer lining and spiked to the IOO blocks either as a sheathing or at suitable distances apart.
  • the entire shell forming the inner lining is thus made compact, watertight, and of pieces of any required size or sizes to thus use up Waste material, the whole lining being securely bound together to provide a strong continuous self-su pportin g shell should the shield be removed or the pressure taken from all the rams.
  • the inner lining 7 maybe laid within a lining such as described in a secure and workmanlike manner, suitable bolts 8 being passed through and held between the Wooden blocks and secured thereto in a suitable manner, the inner end of said bolts projecting Within the outer lining and provided with bound or bond plates 9, thus providing an anchorage for an inner lining of concrete or grouting, which may be readily shaped to any desired design of cross-section, either to suit the purposes of the tunnel or to provide subconduits for drainage, gas, water, and electric conductors in a simple, inexpensive, and
  • a tunnel-lining comprising an outer circle of segmental Wooden blocks placed end for end and one upon the other and secured together in rings to receive the rams of a tunneling-shield and connected togetherinasuitable manner longitudinally to provide a selfsustaining outer shell to closely follow the shield and an inner lining of suitable material as masonry or concrete to be protected by said outer lining until set substantially, as dcscribed.
  • Atunnel-lining comprising a cylindrical shell of Wooden sections forming continuous rings intermediate sheets of Waterproof material, and longitudinal lagging-stripssecured to and across the wooden ring-sections to connect them together substantially as described.

Description

Patented May 30, |899.
T. H. MURPHY.
TUNNEL LlNlNG.
(Application mea may 19, 189e.)
(No Model.)
zyfasa'.
me Noims rETzRs co, Pnrnuuruo.. wnsnmsmn, u4 c.
UNITED STATES PATENT OEEICE.
THOMAS H. MURPHY, OF4 BOSTON, MASSACHUSETTS.
TUNNEL-LINING.
SPECIFICATION forming part of Letters Patent No. 626,078, dated 'May 30, 1899.
Application liled May 19, 1898. Serial No. 681,127. 'Hn mnlel.-
To a/ZZ whom t may concerna- Be it -known that l, THOMAS H. MURPHY, a citizen of the United States, and a resident of Boston, (Oharlestowm) State of Massachusetts, have invented certain new and useful Improvements in Tunnel-Linings, of which the following is a specification.
My invention relates to improvements in tunnel-linings to be used in the construction of tunnels and subways in connection with the use of a shield which is employed in the process of excavation in a well-known manner.
Heretofore shields have been used most successively in connection with a tunnel-lining comprising cast-iron sections in the form of segment-boxes bolted together in a circle, which receive the direct pressure of the rams which are employed to push the field forward into the heading and cut out the excavation. This lining has been expensive and requires considerable time to erect. Various attempts have been made to use gronting concrete or loose bricks laid together without mortar as an outer lining to receive the thrust of the shield and inclosing an inner lining of brick masonry, as it has been found wholly impracticable to receive the shield pressure upon newly-laid masonry. The grouting concrete when used as an outerlining requires time to set and when pressed upon before setting will check or crack the green or newly-laid masonry and render the lining of the tunnel faulty.
The object of my invention is to provide a combined outer` tunnel-lining and shield abutment-ring within which the masonryof the tunnel-lining maybe built, or a concrete lining may be secured and completely protected both against the pressure and destructive actions of extraneous or unexcavated material until the inner lining containing lime or cement has been thoroughly dry and set.'
My invention consists in an outer tunnellining made of wooden blocks or sections locked together and placed one upon the other and secured together, the circumferential joints being preferably laid with sheets of suitable waterproof material, as burlap soaked in tar, which will, when tightly compressed by the rams, provide a non-yielding abutment to receive the pressure of the shield and also a water-tight outer lining for the masonry.
My invention further consists in securing inwardly-projecting bolts to the wooden lining, having bond-plates upon their inner end to hold the concrete or other inner lining more securely to the outer lining, as will hereinafter appear with reference to the accompanying drawings, wherein- Figure 1 is a perspective view of a series of blocks, lining, and connecting-pieces laid together to form my improved outer lining; Fig. 2, a transverse section upon a reduced scale of a tunnel formed in accordance with my invention, and Fig. 3 a perspective detailof asegmental lining-strip and fragments of two adjacent strips.
The tunnel-lining, as shown in Fig. 1, comprises an outer lining of wooden blocks matched and interlocked at their ends and placed in rings or in a continuous ring circumferentially within the bore of the tunnel, the wooden blocks 1, as shown, having a V- shaped protrusion 2 at one end and a corre- -sponding V-shaped indenture 3 at the other end to match and interlock with each other, and thus provide a self-supporting cylindrical shell, against which the outer unexcavated loose and liquid material of the tunnel-bore may be supported. The circumferential seams between the layers of wooden blocks may be protected and be made waterproof by a layer of waterproof material 4, as burlap, formed in segmental sections, with rabbeted ends 5, soaked in tar and placed between each layer of blocks and compressed together with the blocks by means of the rams in a solid cylindrical mass, the burlap layer breaking joint with the blocks and the blocks and burlap sections being built up continuously, one following the other, the pistons of the rams being released and adj usted successively and continually, thus enabling the shield to be g pushed forward without intermission.
The continuous method of laying the outer lining and moving the shield forward uninterruptedly is of great advantage both for expediting the Work and for keeping the constant pressure upon the outer lining to render it perfectly water-tight before the inside lining is laid. The rings of blocks being thus tightly compressed by the rams may be tied together by lagging 6, placed longitudinally within the outer lining and spiked to the IOO blocks either as a sheathing or at suitable distances apart. The entire shell forming the inner lining is thus made compact, watertight, and of pieces of any required size or sizes to thus use up Waste material, the whole lining being securely bound together to provide a strong continuous self-su pportin g shell should the shield be removed or the pressure taken from all the rams.
The inner lining 7 maybe laid Within a lining such as described in a secure and workmanlike manner, suitable bolts 8 being passed through and held between the Wooden blocks and secured thereto in a suitable manner, the inner end of said bolts projecting Within the outer lining and provided with bound or bond plates 9, thus providing an anchorage for an inner lining of concrete or grouting, which may be readily shaped to any desired design of cross-section, either to suit the purposes of the tunnel or to provide subconduits for drainage, gas, water, and electric conductors in a simple, inexpensive, and
expeditious manner.
I claim as my invention and desire to secure by Letters Patentl. A tunnel-lining comprising an outer circle of segmental Wooden blocks placed end for end and one upon the other and secured together in rings to receive the rams of a tunneling-shield and connected togetherinasuitable manner longitudinally to provide a selfsustaining outer shell to closely follow the shield and an inner lining of suitable material as masonry or concrete to be protected by said outer lining until set substantially, as dcscribed.
2. Atunnel-lining comprisinga cylindrical shell of Wooden sections forming continuous rings intermediate sheets of Waterproof material, and longitudinal lagging-stripssecured to and across the wooden ring-sections to connect them together substantially as described.
3. In a tunnel-lining an outer shell comprising a series of wooden sections interposed sheets of waterproof material, bond -plate bolts secured to and projecting outwardly from said outer shell and an inner lining secured bysaid bolts substantially as described.
In testimony whereof I affix my signature in presence of two witnesses.
THOMAS II. MURPHY.
\Vitnesses:
WM. II. RowE, CORNELIUS G. HAsTINGs.
US626078D Tunnel-lining Expired - Lifetime US626078A (en)

Publications (1)

Publication Number Publication Date
US626078A true US626078A (en) 1899-05-30

Family

ID=2694680

Family Applications (1)

Application Number Title Priority Date Filing Date
US626078D Expired - Lifetime US626078A (en) Tunnel-lining

Country Status (1)

Country Link
US (1) US626078A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4010775A (en) * 1975-01-15 1977-03-08 Consolidated Controls Corporation High temperature valve
US20210317934A1 (en) * 2020-04-09 2021-10-14 Todd Anthony Travis Retaining ring system and method of use

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4010775A (en) * 1975-01-15 1977-03-08 Consolidated Controls Corporation High temperature valve
US20210317934A1 (en) * 2020-04-09 2021-10-14 Todd Anthony Travis Retaining ring system and method of use

Similar Documents

Publication Publication Date Title
US626078A (en) Tunnel-lining
US2230032A (en) Underground tubular structure and method of making the same
US1063672A (en) Process of constructing sewers, aqueducts, &c.
US958592A (en) Tunnel.
US629133A (en) Subaqueous tunnel and method of constructing same.
JP2013002164A (en) Construction method for water-proof tunnel
US1167159A (en) Construction of concrete sewers, aqueducts, &c.
US2057524A (en) Wall construction for tunnels, shafts, and pipe
US1138603A (en) Method of building waterproof tunnels.
RU2383738C2 (en) Method for shield driving of tunnel
d'Obyrn et al. Selection of backfilling technology works in the Ksawer chambers complex of the Wieliczka Salt Mine
US1124955A (en) Pile construction.
US1048287A (en) Tubbing for shafts.
US393477A (en) Wilmot lake
RU2655712C1 (en) Method of the mine shaft with a tubing support reconstruction
US797524A (en) Subaqueous tunnel.
US1329317A (en) Subaqueous tototel
GB190921850A (en) Improvements in and relating to Linings for Pits, Shafts and the like.
GB2058898A (en) Damp Proof Course
US715406A (en) Tunnel-roof.
GB191415801A (en) Improvements in or relating to the Building of Waterproof Tunnels.
SU954549A1 (en) Lining for underground pressure pipeline
Cecil Shotcrete support in rock tunnels in Scandinavia
US835159A (en) Art of constructing lining-walls for shafts excavated in the earth.
US466246A (en) Peter kraus